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HomeMy WebLinkAbout3854 Saltmarsh Lp 18-1056 NEW SFHI g /Oa' COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100003 BUILDING APPLICATION #: 18-10000351 BUILDING PERMIT NUMBER: 18-10000351 UNIT ADDRESS: SALTMARSH LOOP 3854 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: OWNER NAME: ADDRESS: DATE: April 06, 2018 17-20-31-502-0000-0250 PARCEL: TRACT: BLOCK: LOT: d(, -7aJ 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: 3854 SALTMARSH LOOP / LOT 25 / WYNDHAM PRESERVE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family ROADS -COLLECTORS Housing 705.00 1.000 dwl unit 705.00 N/A SingleCUE ily Housing 00 1.000 dwl unit 00 FIRE R 00 LIBRARY CO -WIDE ORD Single Family SCHQOLS Housing 54.00 1.000 dwl unit 54.00 CO -WIDE ORD SSingle 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 \ THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE ,J( O CITY OF SANFORD FES QQ ,& FIRE PREVENTIONBUILDING PERMIT APPLICATION Application No: ,_ J y /a - Documented Construction Value: $ 7_94 S2-5-04 Job Address: 3854 Saltmarsh Loop, Sanford (Wyndham Preserve lot 25) Historic District: Yes No Parcel ID: 17-20-31-502-0000-0250 Residential ® Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: Construction of new single family residence Plan Review Contact Person: Michelle Parkison Title: Permitting Manager Phone:407-529-3135 Fax: Name Email: mparkison0parksquarehomes.com Property Owner Information Phone: Street: Resident of property? : No City, State Zip: 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: Bonding Company: Address: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 1343 2) O Z5' 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 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is 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. l a'a(c,-/e Signature of Owner/Agent Date Vishaal Gupta Print Owner/ gent's e c a'ato i ture f Notary -State of Florida Date r;Y..., MICHELLEPARKISO] 2021 S ; , t• Notary Public - State of F Commission # GG 157 My Comm. Ex res Nov 5g,,Bmaed lhrauph Netwnai Ho w Owner/A en or Produced ID Type of ID L(i a •a(0• 18 Signature of Contractor/Agent Date Vishaal Gupta Print Contractor/Ae nt's of Notary -State 06", •.•• MICHELLE PARKISON r . 4 Notary Public - State of Florida ti.' Commission # GG 157861 My Comm. Expires Nov 5,2021 Banded throwNuw"mNotary/Assn Contractor/Agent i Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building [; Electrical [?x Mechanical [y PlumbingN Gas[] Roof Construction Type:_ylb Occupancy Use: 1Z 3 Flood Zone: ?—S A-rctt*`utfJ Total Sq Ft of Bldg: 2J ."1 Z Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps 200 Plumbing - # of Fixtures /q Fire Sprinkler Permit: Yes Nor'-,"' # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: 14 ,C 3-'' * FIRE: COMMENTS: _ Ok to construct single family home with setbacks and impervious area shown on plan, 44R,y910 irna 2 8 Sorcenb - C CzR Fire Alarm Permit: Yes No a WASTE WATER: BUILDING: Revised June 30, 2015 Permit Application b j CITY OF SANFORD kta'It` BUILDING 8t FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 150.537.00 Job Address: 3854 Saltmarsh Loop, Sanford (Wyndham Preserve lot 25) Historic District: Yes No Parcel ID: 17-20-31-502-0000-0250 Residential © Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move El Description of Work: Construction of new single family residence Plan Review Contact Person: Michelle Parkison Title: Permitting Manager Phone:407-529-3135 Fax: Name Street: City, State Zip: Email: mparkisonCaparksguarehomes.com Property Owner Information Phone: Resident of property? : No Contractor Information Name Park Square Homes/ Vishaal Gupta Phone: 407-529-3000 Street: 5200 Vineland Rd Suite 200 Fax: 407-529-3001 City, State Zip: Orlando, FL 32811 State License No.: CRC1330351 Arch. / MJS Home Designs Architect/Engineer Information Arch. 407-629-6711 Name: Eng. / Don Bolden Eng. Phone: Eng. 386-668-7606 Arch./ 250 N. Wymore Rd. Suite B Winter Park FL 32789 Street: Eng./ PO Box 530783, Debary FL 32753 Fax: City, St, Zip: Bonding Company: Address: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 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. X4 i a •ate • lg Signature of Owner/Agent Date Vishaal Gupta PWOYmerlgent's-)- - - ) c a •aceotary-State of Florida Date MICHELLE PARKISON Notary Public - State of Florida Commission is GG 157881 y A1y My Comm. Expres Nov 5.2021 r Barged lhmtgh Nedontd Notary AM Owner/Agen or Produced ID Type of ID lk6-- 9 a(,>. /P Signature of Contractor/Agent Date Vishaal Print Contra4 fir M ••• MICHELLE PARKISON Notary Public - Slate of Florida Comndssion N GG 157861 F4f My Comm. Expires Nov 5.2021 Bonded Ihio* NatloW Notary A sm Contractor/Agent 1s' Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: XII a —0m Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: 12A WASTEWATER: ENGINEERING: 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 Resid !bce 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 MUMBING 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 GRANT MALOYr SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER OK 9104 P9 1818 (1P9s) CLERK'S A 2018037112 RECORDED 04/05/2018 03:08:27 PM RECONDING FEES $10.00 RECORDED BY jeckenro THIS INSTRUMENT PREPARED BY: Name: Michelle Brana Address: 5200 Vineland Road Suite 200 Orlando, Florida 32811 NOTICE OF COMMENCEMENT Permit Number: (a 5 (D Parcel ID Number: 17-20-31-502-0000-0 15e"S 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 6`15 Wyndham Preserve Plat Book 81 / Pages 93-102 2ar-%q Sc kkrYnsbh (colt Sanford fL 32771 2. GENERAL DESCRIPTION OF IMPROVEMENT: Construction of a new single family residence 3. OWNER INFORMATION 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: 4. CONTRACTOR: Name: Park Square Homes Phone Number: 407-529-3000 Address: 5200 Vineland Road Suite 200 Orlando, Florida 32811 6. SURETY (if applicable, a copy of the payment bond is attached): Name: N/A Address: N/A Amount of Bond: N/A 6. LENDER: Name: Fifth Third Bank Phone Number: Address: 5050 Kingsley Dr. MD: 1 MOC3J Cincinnati, OH 45227 7. 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)1., Florida Statutes. Name: Phone Number: Address: 8. In addition, Owner designates of to receive a copy of the Lienor'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 BEFOIjE 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. 44& Vishaal Gupta, Executive Vice President Signature of Owner or Lessee, or Ownees or lessee's (Print Name and provide Signatory, Tide/office) Authorized OMcaNOireetor/Partmer Manager) State of County of OrC,.,,>W. The foregoing Instrument was acknowledged before me this GJ day of A -.Qv, i 20 1 by person meMng statement Who is persongily known _to_Me O OR who has produced Identification type of identification produced: MICHELLE PARKISONr" Notary Notary Public - Slate of Florida a Commisslan k GG 157861 My Comm. Expires Nov S. 2021 aorded ih Neibtei Notary Asap. CERTIFIED COPY GRANT MALOY CLERK OF THE CIRCUIT COURT AND COMPTROLLER P. I SEMMIDLE COUNTY, FLORIDA `fit ion.. BY ^ n _ _ DEPUTY CUiRK Gate APR 0 6 2018 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: 3854 Saltmarsh Loop Property Owner: Park Square Enterprises, LLC Parcel identification Number: 17-20-31-502-0000-0250 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) OFFICIAL 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: M floodplain []floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 18-1056 Reviewed by: Michael cash, CFM Date: March 5, 2018 r 1 Application for Paved Driveway, Sidewalk or WalkwayIncluding Right -of -Way Use & F 1877 Landscaping in Right -of -Way www.sariford".9ov 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 rraa.wwtibeloL size and location of the existing right—of-way and use shall be provided or application could be delayed. Call hdomyaud4 1. Project Location/Address: 2SM34 2. Proposed Activity: N Driveway Walkway Other: 3. Schedule of Work- Start Date Completion Date Emergency Repairs 4. Brief Description of work: Construction of new driveway for new single family residence This application is submitted by: Piropeny Owner Signature: Print Name: Vishaal Gupta Address: 5200 Vineland Rd Suite 200 Orlando, FL 32811 Phone: (407) 529-3135 Fax: Email' mparkison@parksquarehomes.com Date: a - a& IF, Maintenance Responsibilitieslindemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public nght-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 Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnity, and hold harmless the City, its councflpersons, 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 ansing directly or indirectly out of or connected with the use of the City's right-of-way. I have read nd understand the above statement and by signing this application I agree to its terms. Signature: Date: a'ac0 - /B 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: 3 — 5 - ` S Date: November 2015 ROW Use Driveway pdf LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: a - a (o • 18 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): The specificpermit and application for work located at: Expiration Date for This Limited Power of Attorney:18-81• IS 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 _a &day o 2(18 lit, by Vishaal Gupta who is ¢(personally known to me or o who has produced as identification and who did (did not) take an oath. Signat#e otary Seal V,s- O.M iriy'•..MICHELLEPARKISON Print or type name Notary Public - Slate of FloridaCommission # GG 157861MyComm. Expires Nov5,202 Notary Public -State of Ao— BordodmmuoNay.'w of y".. Commission No.r \51 Zscp I My Commission Expires: \\N. llaoa.l Rev. 08.12) FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 025 Sorrento C RHG - E Builder Name: One Stop Cooling and Heating Street: 3854 Salt marsh Loop Permit Office: Cityof Sanford City, State, Zip: Sanford , FL , 8- 1 0 5 PermitNumber:63 6 U",rOwner: Park Square Homes Jurisdiction: 15 0 Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types (2612.7 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R-4.1 1302.00 ft2 b. Frame - Wood, Exterior R=11.0 1026.00 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 284.67 ft2 4. Number of Bedrooms 4 d. N/A R= f12 10. Ceiling Types (1515.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1515.00 ft2 6. Conditioned floor area above grade (111 2078 b. N/A R= ft2 Conditioned floor area below grade (112) 0 c. N/A 11. Ducts R= ft2 R ft 7. Windows(223.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 415.6 a. U-Factor: Dbl, U=0.55 135.00 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 34.8 SEER:16.00 c. U-Factor: Dbl, U=0.54 24.00 112 SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 33.0 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 0.538 ft. Area Weighted Average SHGC: 0.232 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2078.0 sqft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 1324.00 ft2 b. Conservation features b. Floor Over Other Space R=0.0 563.00 ft2 None c. other (see details) R= 191.00 ft2 15. Credits Pstat Glass/ Floor Area: 0.107 Total Proposed Modified Loads: 65.56 PASS Total Baseline Loads: 67.50 1 hereby certify that the plans and specifications covered by Review of the plans and 04 ALE S7,47:,. this calculation are in compliance with the Florida Energy specifications covered by this AS Code. Digitally signed by Bofan Paukovlc calculation indicates compliance r ." BojanPaukovic'pate:2018.01.31 1308:37 with the Florida Energy Code. rn„ . . :` ; • N PREPARED BY: nc-ea Before construction is completed 70 DATE: this building will be inspected for 4 compliance with Section 553.908 I hereby certify that this buildin Florida Energy gned, is in compliance Florida Statutes. with the OWNER/ AGEN : BUILDING OFFICIAL: DATE: DATE: 2 23f 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/ 31/2018 1:06 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM R40S-2017 PROJECT Title: Lot 025 Sorrento C RHG - E Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2078 Lot # 25 Owner Name: Park Square Homes Total Stories: 2 Block/Subdivision: WYNDHAM PRESERV of Units: 1 Worst Case: No PlatBook: Builder Name: One Stop Cooling and Heatin Rotate Angle: 0 Street: 3854 Salt marsh Loop Permit Office: City of Sanford Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Sanford, Family Type: Single-family FL, New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO_SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2078 19138.9 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1 st Floor 1324 12352.9 Yes 2 1 1 Yes Yes Yes 2 2nd Floor 754 6786 No 3 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor Over Other Space 2nd Floor _--- ---- 563 ft2 0 0.29 0 0.71 2 Slab -On -Grade Edge Insulatio 1 st Floor 139.5 ft 0 1324 ft2 0.29 0 0.71 3 Floor over Garage 2nd Floor __-- ---- 191 ft2 11 0.29 0 0.71 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch J # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 1694 ft2 0 ft2 Dark 0.9 N 0.9 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1515 ft2 N N 1/31/2018 1:06 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R40S-2017 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1 st Floor 30 Blown 1515 ft2 0.1 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space 1 S Exterior Frame - Wood 2nd Floor 11 27 0 9 0 243.0 ft2 0 0.25 0.8 0 2 S Exterior Concrete Block - Int Insul 1 st Floor 4.1 55 0 9 4 513.3 ft2 0 0 0.8 0 3 E Exterior Frame - Wood 2nd Floor 11 30 0 9 0 270.0 ft2 0 0.25 0.8 0 4 E Exterior Concrete Block - Int Insul 1 st Floor 4.1 10 0 9 4 93.3 ft2 0 0 0.8 0 5 N Exterior Frame - Wood 2nd Floor 11 27 0 9 0 243.0 ft2 0 0.25 0.8 0 6 N Exterior Concrete Block - Int Insul 1st Floor 4.1 44 6 9 4 415.3 ft2 0 0 0.8 0 7 W Exterior Frame - Wood 2nd Floor 11 30 0 9 0 270.0 ft2 0 0.25 0.8 0 8 W Exterior Concrete Block - Int Insul 1st Floor 4.1 30 0 9 4 280.0 ft2 0 0 0.8 0 9 - Garage Frame - Wood 1st Floor 11 30 6 9 4 284.7 ft2 0 0.25 0.8 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Insulated 1st Floor None 4 3 8 24 f12 2 Wood 1st Floor None 39 2 8 8 21.3 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang v # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 S 1 Metal Low-E Double Yes 0.55 0.22 N 15.0 ft2 1 ft 0 in 0 It 8 in Drapes/blinds None 2 S 1 Metal Low-E Double Yes 0.54 0.25 N 4.0 ft2 1 It 0 in 0 It 8 in Drapes/blinds None 3 S 2 Metal Low-E Double Yes 0.55 0.22 N 15.0 ft2 1 It 0 in 0 It 8 in Drapes/blinds None 4 S 2 Metal Low-E Double Yes 0.54 0.25 N 8.0112 1 ft 0 in 11 It 1 in Drapes/blinds None 5 e 3 Metal Low-E Double Yes 0.55 0.22 N 15.0 ft2 0 ft 8 in 1 It 0 in Drapes/blinds None 6 e 3 Metal Low-E Double Yes 0.54 0.25 N 12.0 ft2 0 It 8 in 1 ft 0 in Drapes/blinds None 7 N 6 Metal Low-E Double Yes 0.55 0.22 N 45.0 ft2 0 ft 8 in 1 It 0 in Drapes/blinds None 8 w 7 Metal Low-E Double Yes 0.55 0.22 N 15.0 ft2 0 ft 8 in 1 ft 0 in Drapes/blinds None 9 w 8 Metal Low-E Double Yes 0.55 0.22 N 30.0 ft2 0 It 8 in 1 ft 0 in Drapes/blinds None 10 W 8 Metal Low-E Double Yes 0.58 0.25 N 64.0 ft2 0 ft 0 in 0 It 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 420 ft2 420 ft2 51 ft 9.33 ft 1 1/31/2018 1:06 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 00041 2232.9 122.58 230.53 .3682 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:9 33 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 16 34.8 kBtu/hr 1044 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 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None t12 DUCTS Supply ---- V # Location R-Value Area Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 Attic 6 415.6 ft Attic 103.9 ft Prop. Leak Free 2nd Floor -- cfm 62.3 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Coolingf Jan ( Feb (( Mar Heatin[ Jan [ Feb [XJ Mar Ventin [ ]Jan [)Feb [XI Mar Ceiling Fans: Apr May Jun Jul AugX Se ( E Apr f May 4 Jun f Jul f Au[ ] Sep [ ] X) Apr [ May [ Jun [ Jul [ Aug [[[ 1 Se [Xl Oct Nov Oct Nov Oct Nov Dec X Dec Dec 1/31/2018 1:06 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 Thermostat Schedule: Schedule Type HERS 2006 Reference 1 2 3 4 5 Hours 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 1/31/2018 1:06 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 3854 Salt marsh 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 of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 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 budding thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air Ieakage.Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 c(m per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA I Ol/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 1/31/2018 1:07 PM 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 cfm (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. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (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. 1/31/2018 1:07 PM 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 100'F to 140°F (38°C to 606C). 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 burners) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 1/31/2018 1:07 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections 0403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (106C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40OF (4.80C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for healing, 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. 1/31/2018 1:07 PM 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 verity procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandatorg)he energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights. 1/31/2018 1:07 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 97 The lower the EnergyPerformance Index, the more efficient the home. 3854 Salt marsh Loop, Sanford, FL, 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (112) 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: New (From Plans) 9. Wall Types Single-family a. Concrete Block - Int Insul, Exterior b. Frame - Wood, Exterior 1 c. Frame - Wood, Adjacent 4 d. N/A 10. Ceiling Types No a. Under Attic (Vented) 2078 b. N/A Area c. N/A 135.00 ft2 11. Ducts a. Sup: Attic, Ret: Attic, AH: 2nd Floor 64.00 ft2 12. Cooling systems 24.00 ft2 a. Central Unit ft2 0.538 ft. 0.232 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R-0.0 1324.00 ft2 b. Floor Over Other Space R=0.0 563.00 ft2 c. other (see details) R= 191.00 ft2 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant ures. Builder Signature: Date: 9. &0.1,6 Address of New Home: 61-A rjnj City/FL Zip: .t-d Y(_ Insulation Area R-4.1 1302.00 ft2 R=11.0 1026.00 ft2 R=11.0 284.67 ft2 R= ft2 Insulation Area R=30.0 1515.00 ft2 R= f12 R= ft2 R ft2 6 415.6 kBtu/hr Efficiency 34.8 SEER:16.00 kBtu/hr Efficiency 33.0 HSPF:9.00 Cap: 50 gallons EF: 0.9 Pstat yOcgklE S 0 5r,r D WE, Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1/31/2018 1:07 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 025 Sorrento C RHG - E Builder Name: One Stop Cooling and Heating Street: 3854 Salt marsh Loop Permit Office: City of Sanford City, State, Zip: Sanford , FL , Permit Number: Owner: Park Square Homes Jurisdiction: 691500 Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall 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 ceding/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attics aces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall Ytpntl behind n4ning and wiring Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids a. In addition, inspection of log walls shall be in accordance with the provisions of IGG-400. 1/31/2018 1:07 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 wrightsoft• Project Summary Entire House One Stop Cooling and Heating 7225 Sandsoove Coin, Winter Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wmu0neStopCoohrgmm License CAC032444 Promect Information For: Park Square Homes 3854 Salt marsh Loop, Sanford, FL Notes: Job: Lot 025 Sorrento C RHG - E Date: 09-06-2017 By. LF/RI/BP/AT 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 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 20366 Btuh Structure 20799 Btuh Ducts 2266 Btuh Duds 4681 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 22633 Btuh Use manufacturer's data n Rate/swingg multiplier Equipment load 0.97 24817 BtuhInfiltrationsensible Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 4048 Btuh 970Centralvent (0 cfm) BBtuh Heatingg Coolingg none) BtuhArea (ft2) 2117 2117 Equipment latent load 5019 Volume (ff3) 19452 19452 Air thanges/hour 0.41 0.21 Equipment Total Load (Sen+Lat) 29837 Btuh Equiv. AVF (cfm) 133 68 Req. total capacity at 0.75 SHR 2.8 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR6036H1 Cond 4TWR6036H1 AHRI ref 7562981 Coil TEM6A0C36H31++TDR AHRI ref 7562981 Efficiency 9 HSPF Efficiency 13.0 EER,16 SEER Heating Input Sensible cooling 26100 Btuh Heating output 33000 Btuh @ 47-F Latent cooling 8700 Btuh Temperature rise 0 OF Total cooling 34800 Btuh Actual air flow 0 cfm Actual air flow 1160 cfm Air flow factor 0 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.84 Capacity balance point = 32 OF Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Fk- wrightsof't- 2018-Jan-31 13:0519 W RigWSute®Unversal 2018 18.0.08 RSU16877 Page 1 sKop\TEMP PRWr\Lot025 Sorrerto C RHG - Enp Calc- MJ8 Florae faces: E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sandscove Coot, Winter Pad,, FL 32792 Phone. (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wMnaOneStopCoolirg corn License: CAC032444 Job: Lot 025 Sorrento C RHG - E Date: 09-06-2017 By. LF/RI/BP/AT 1 Room name Entire House PWDR 2 3 Exposed Mall Room height 2535 it 92 it d 12D 0 9.3 it heattool 4 5 Room dimensions Room area 2117.3 IF 45 x 75 fi 338 fF Ty Construdton number U-value Btuh4F•°F7 Or HTM BUhAF) Area (M or perimeter (it) Load Bluh) Area (III or perimeter (it) Load BNh) Heat Cool Gross NAS Heat Cool Gross NAS Heat Cod 6 11 W yJ I 1213-09w 13A-40cs 4A5-2om 12B49w 4A5-20m 4135.21m 13A-flocs 11 D0 OA97 0.143 0550 0.097 OSW 0.540 0.143 0.390 n n n a a a a a 2.53 3.73 14.35 253 1435 14J09 3.73 1.0.18 282 2.90 13AI 282 27.44 2982 2.90 1227 243 414 45 270 15 12 93 24 243 369 0 243 0 0 69 24 615 1377 646 615 215 169 258 244 685 1068 603 685 412 355 200 294 0 0 0 0 0 0 42 0 0 0 0 0 0 0 42 0 0 0 0 0 0 0 156 0 0 0 0 0 0 0 121 0 a t-D 1lggll G 1213-O9w 4A5-2om 4E&21n 13A-4os 4AS-2om OD97 0SM. 0540 0.143 0550 s s s s s 253 1435 14.09 3.73 1435 282 13.47 13.67 2.90 13.47 243 15 4 512 15 224 14 4 489 14 567 215 56 1823 215 631 202 55 1415 202 0 0 0 70 0 0 0 0 66 0 0 0 0 245 0 0 0 0 190 0 1-G 1q! yl 485.21M 12&Osm 4EL 2trn 13A-40cS 4A5.20m 4A5-2omd 12C-0sw0540 OA97 0550 0. 143 0550 0580 0. 091 s w w w w w 14. 09 2. 53 14. 35 3. 73 1435 15. 14 2- 3 814. 94 222 27. 44 2. 90 27. 44 34. 69 1. 51 8 270 15 279 30 64 284 0 255 0 im 0 0 263 113 646 215 690 431 969 625 120 719 412 536 823 2220 396 4 0 0 0 0 0 0 0 0 0 0 0 0 0 56 0 0 0 0 0 0 60 0 0 0 0 0 0 L- q I--- D C 11 DO 1613• 30ad 0390 OA32 n 10.18 084 1227 1. 76 21 1517 21 1517 210 1267 253 2668 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.44 031 194 194 86 60 0 0 0. 0 F 22A-tom 1.180 30SO 0.00 1324 140 4296 0 34 12 370 0 6 c) AED excursion 643 7 Envelope lossrgain 16565 15656 828 364 12 a) hcfittration 3802 1373 183 66 b) Room ventilavion 0 0 0 0 13 InWrkdgains: Ooaparrts@ 230 9 2070 0 0 Appliano? s(other 1700 0 Subtotal Pines 6 to 13) 20366 20799 1010 430 Less external load 0 0 0 0 Lesstransler 0 0 0 0 Redistribution 0 0 865 394 14 Subtotal 20366 20799 1875 824 15 Dud loads 11% 2r/. 2266 4681 ll%j 2W 186 Total room load 22633 25480 1 2083 1010 Air required (dm) I 1 0 1160 0 46 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. f6- wr`ghlsoft- 2018-Jaa3113105:19 RigtaSute® Uriversal 2018 18 0.08 RSU16877 Page 1 AC'.. sloop\ TEMP PRINi\Lot 025 Sorrento C RHG - Enp Calc- MA House laoss: E wrightsoft, Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscow Court, W irter Park FL 32792 Ptore. (407) 629 - 6920 Fax: (407) 629 - 9307 Web- wwwOreStopCoolirgoom License- CA0032444 Job: Lot 025 Sorrento C RHG - E Date: 09-06.2017 By. LF/RI/BP/AT 1 Room name STC1 LNDY 2 Exposed well 17A It 0 It 3 Room height 9.3 R heat/aool 93 4 heaftol 4 5 Room dimensions Room area 45 x 17.0 A 765 W 6.0 x 75 fi 45.0 W Ty Corts4udion number U-value Bbjw+) Or HTM BluhAM Area (I) or perimeter (11) Load BWh) Area (It) or perimeter (11) Load BUh) Heat Cool Gross NAS Heat Cool Gross NAS Heat Cool 6 W Vy I--G 128-09w 13A-4as 4A5.2om 0.097 0.143 0550 n n n 2.53 3.73 14.35 2.92 2.90 13AI 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 12B-09w 4A5.2om 0.097 0550 a a 2.53 14.35 2.82 27.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yJ D 4B5-2dn 13A4= 11 DO 0540 0.143 0.390 a a a 14.09 3.73 10.18 29.62 2.90 1227 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1213-09w 4A5-2om OD97 0550 s s 2.53 14.35 2.82 13.47 0 0 b 0 0 0 0 0 0 0 0 0 0 0 0 0 Vpl I--G 485-2(n 13A-40cs 4AS-2om 0540 0.143 OS50 s s s 14.09 3.73 14.35 13.67 2.90 13.47 0 158 0 0 154 0 0 575 0 0 446 0 0 0 0 0 0 0 0 0 0 0 0 0 Ili 485-21m 128-O9m O.540 O.097 s w 14.09 2.53 14.94 2.82 4 0 0 0 56 0 60 0 0 0 0 0 0 0 0 0 485.21m 13A-40c5 41A5-2om 4A5-2omd 12C-0s.v OS50 0.143 05W 0580 0.091 W. w w w 14.35 3.73 14.35 15.14 238 27.44 2.90 27.44 34.69 151 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 56 0 0 0 0 35 0 0 0 0 83 0 0 0 0 53 t l I--f L-{ R 1- 0 11D0 03W n 10.18 1227 0 0 0 0 21 21 210 253 C 1613-30ad 0.032 0.84 1.76 0 0 0 0 0 0 0 0 F 19C-t9cs0a O.049 0.44 031 0 0 0 0 0 0 0 0 F 22A-7xn 1.180 30.80 ODD 77 17 524 0 45 0 0 0 6 c) AED excursion 13 27 Envelope WssrgWn 1155 493 294 279 12 a) hfilMon 259 93 0 0 b) Room venulafion 0 0 0 0 13 Internal gams O=pants@ 230 Appliances/other 0 0 0 0 0 500 Subtotal Vines 6to13) 1414 587 294 779 Less extemal load 0 0 0 0 Less transfer o 0 0 0 Redistribul on 1414 587 284 182 14 Sublofal 0 0 578 961 15 Dud loads 1 11% 231% 0 0 11% 23% 64 216 Total room load 0 0 1 642 1177 Air required (dm) 0 0 0 54 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr`gMtsoft- 2018-Jan31 13A5:19 AM Right-SulaOUnversal201818.0.08RSU16877 Page strop\TEMP PRWT\Lot 025 Sorrerto C RHG - Eftp Cale a" House faces E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Cool W rrter Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629.9307 Web: wAwOreSlopCoolirg com License: CAC032444 Job: Lot 025 Sorrento C RHG - E Date: 09-06.2017 By. LF/RI/BP/AT 1 Room name K1r DINE 2 Exposed well 105 0 95 It 3 Room height 93 It heaftol 9.3 It heat/000l 4 5 Room dimensions Room area 14.0 x 105 ff 147.0 IF 1.0 x 147D ff 147.0 W Ty Construction number U-value Or HTM ftft" Area (W) or perimeter (tt) Load B41h) Area (tt) or perimeter (11) Load Btuh) Heat Cool Gross NrP/S Heat Cool Gross NrPiS Heat Cod 6 W 1ql L-G 128-09w 13A-40rs 4A5-20m 0A97 0.143 0550 n n n 253 3.73 14.35 2.82 2.90 13.41 0 98 0 0 98 0 0 364 0 0 283 0 0 88 15 0 73 0 0 274 215 0 212 201 11 12&09w 4A5-2om 4B5-2IM 13A-4o s 1100 0.097 0550 0540 0.143 0" a a a a a 253 14.35 14.09 3.73 10.18 2.82 27.44 29.62 2.90 1227 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y! L--O 1213-09w 4A5-2om 0.097 0550 s a 253 14.35 2.82 13.47 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1p! G 485.2tm 13A-4oa 4AS-20m 0540 0.143 05 s s s 14.09 3.73 14.35 13.67 250 .90 13.47 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I- yl 4B5.21m 12&Osw 485.21rn 13A-40rs 41A5.2om 4A5-2omd 12C-09N 0540 OA97 0550 0.143 0550 0580 0.091 s w w w w w 14.09 253 1435 3.73 14.35 15.14 238 14.94 2.82 27.44 2.90 27.44 34fA 151 0 0 0 0 0 0 130 0 0 0 0 0 0 130 0 0 0 0 0 0 309 0 0 0 0 0 0 196 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 R O C 1100 168•30ad O-k% 0.032 n 10.18 0.84 1227 1.76 0 0 0 0 0 0 0 0 0 56 0 56 0 47 0 98 F 19C-19cscp 0A49 0.44 031 0 0 0_ 0 0 0 0 0 F 22A-tom 1.180 30.80 0.00 147 11 323 0 147 10 293 0 6 c) AED excurson 59 19 Envelope Ioss(gain 997 420 828 493 12 a) Infiltration b) Room ventilation 160 0 58 0 145 0 52 0 13 Internal gains Omrpants@ 230 Applianordother 0 0 1200 0 0 0 Subtotal pines 6 to 13) 1157 1678 1973 545 Less external load 0 0 0 0 Lesstranster 0 0 0 0 Redistribubon 63 40 113 72 14 Subtotal 1220 1718 1086 617 15 Duct loads Ila 23% 136 387 11% 239/6 121 139 Total room load 1356 2105 12071 756 Air required (dm) I 1 0 96 1 0 34 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. r}- wr ghtsoft- 2018•Jan•3113A5:19 AM. ^"-"' Rigtt-Sute®Uriversal 2018 18.0.08 RSU16877 Page 3 sloop\TEMP PRINMot 025 Sorrento C RHG • E.np Calc - KM House (aces: E wrightsoft' Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Cart, Winter Park FL 32792 Phone • (407) 629 - 6920 Fax: (407) 629.9307 Web: wwwOneStopCoolirgmm License: CAC032444 Job: Lot 025 Sorrento C RHG - E Date: 09-06.2017 By. LF/RI/BP/AT 1 Room name GRT WED 2 Exposed wag 325 ft 395 It 3 Room height 9.3 ft heat/mol 93 It heaUmol 4 5 Room dimensions Room area 1.0 x 281.5 It 2815 ft2 14S x 17S ft 253.8 112 Ty Construction number U-value Bb11t4P-`9 Or HTM Bb1hV) Area (fl2) or perimeter (ft) Load Btuh) Area (fn or perimeter (ft) Load fth) Heat Cool Gross NAS Heat Cod Gross NAS Heat Cod 6 W y! 128-09m 13A-40cs 4A5-2om OD97 0.143 OSW n n n 2.53 3.73 1435 2.82 2.90 13AI 0 158 30 0 128 0 0 478 431 0 371 402 0 70 0 0 70 0 0_ 260 0 0 202 0L-. 11 1213.0sm 4A5.2om 0.097 05W a a 253 1435 2.82 27.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4135.21m 13A-4ocs 1100 0540 0.143 0390 a a a 14.09 3.73 10.18 29.62 2.90 1227 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 0 1 l F---C 126-09m 4A5-2om 0.097 0550 s s 2.53 1435 2.82 13.47 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I-!' 1 J I--G 4B5-21n 13A-4as 4A5-2om 0540 0.143 0550 5 s s 14.09 3.73 14.35 13.67 2.90 13A7 0 0 0 0 0 0 0 0 0 0 0 0 0 163 15 0 148 14 0 551 215 0 428 202 Ili y! 4BS-2(n 128-096v 0S40 OD97 s w 14.09 253 14.94 2.82 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G 485-2dn 13A-4ocs 4A5.2om 0550 0.143 OS50 w w w 1435 3.73 1435 27.44 2.90 27.44 0 144 0 0 80 0 0 299 0 0 232 0 0 135 30 0 105 0 0 391 431 0 304 am 1q! I--G Ili P P---D 4A5.2omd 12C-0sw 11 DO 0580 0.091 0390 w n 15.14 238 10.18 34.69 151 1227 64 0 0 0 0 0 969 0 0 2220 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 0.84 1.76 282 282 235 495 254 254 212 446 F 19C-19csgo 0.049 0.44 031 0 0 0 0 0 0 0 0 F 22A-tom 1.180 30.80 OAO 282 33 1001 0 254 40 1217 0 6 c) AEO excursion 601 183 Envelope losson 3413 4321 3278 2588 12 a) Infittrabon 495 179 601 217 b) Room ventilation 0 0 0 0 13 Internal gains Occupants @ 230 0 0 2 460 Appbancesbther 0 0 Subtotal (lines 6 to 13) 3907 4499 3879 3265 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3907 4499 3879 3265 15 Dud bads I 11% 23*/.l 435 1013 Il%j 23% 432 735 Total room load I I 43421 5512 4310 4000 Air required (dm) 0 251 0 182 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. rr wr`gf 7 rsoft- 2018-Jarf31 13A5:19 A^Zc """' ^^ Rigl*Su"Uriversal 2018 18.0.08 RSW 6877 Page 4 strop\TEMP PRVT%ot 025 Sorrento C RHG - E r p Calc a AAIB Hose taoss, E wrightsoft• Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sardscooe Cart, Winter Parr FL 32792 Phone, (407) 629.6920 Fax: (407) 629 - 9307 Web- wNwOreStopCoolirg oom License: CAC032444 Job: Lot 025 Sorrento C RHG - E Date: 09-06.2017 By. LF/RI/BP/AT 1 Room name Mf01 WTH 2 E Aell 0 It 13A ft 3 Rght 93 R heaVcool 93 it heaftol 4 5 Room dimensions Room area 35 x 6A ff 21. 0 W 65 x 13D fl 845 W Ty C dton U-value EhuW F) Or HTM BWhAn Area ( n or perimeter (11) Load 8tuh) Area ( It2) or perimeter (It) Load Btuh) Heat 0001 Gross NAS Heat Cod Gross NAS Heat Cool 6 W yI L - r 1213. 09w 13A- 40CS 4A5. 20m 0. 097 0. 143 0550 n n n 253 3. 73 1435 2. 82 2. 90 13. 41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 12B- 0sw4A5- 20m OA97 0550 a a 2. 53 1435 2. 82 27. 44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 485- 2trn 13A- 4ocs 11 DO 0540 0. 143 0390 a a a 14. 09 3. 73 10. 18 29. 62 2. 90 1227 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t-D 1q! G 128- 0w 4AS- 2om 0A97 0550 s s 2. 53 1435 2. 82 13. 47 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I r 1qI I- G 485- 21m 13A- 4as 4A5. 2om 0540 0. 143 05W s s s 14. 09 3. 73 14. 35 13. 67 2. 90 13. 47 0 0 0 0 0 0 0 0 0 0 0 0 0 121 0 0 121 0 0 451 0 0 350 0 Ili 485.2fm 128- 0sw 0540 OA97 5 w 14. 09 253 14. 94 2. 82 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ylL- G 485-21rn 13A- flocs 41A5. 2om 4A5. 2omd 12C- 0sw 0550 0. 143 0550 05W OA91 w w w w 1435 3. 73 1435 15. 14 2. 38 27. 44 2. 90 27. 44 34. 69 151 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 I mil' I R I-- O 11 DO 0390 n 10.18 1227 0 0 0 0 0 0 0 0 C 168.30ad OA32 0.84 1.76 21 21 18 37 68 68 57 120 F 19C-19cscp OA49 0.44 031 0 0 0 0 0 0 0 0 F 22A-tom 1.180 30.80 OAO 21 0 0 0 85 13 400 0 6 c) AED excursion 1 18 Envelope losskon 18 36 909 452 12 a) Infittrabon 0 0 198 71 b) Room ventilation 0 0 0 0 13 Intematgains Oaupanls@ 230 0 0 0 0 Applianoestfier 0 0 SubloW pines 6 to 13) 18 36 1106 523 Less external load 0 0 0 0 Lessransfer 0 0 0 0 Redistribubon 0 0 749 320 14 Subtotal 18 36 1855 43 15 Duo loads I IN 231/6 2 8 il% 23% 206 190 Taal room load I I 19 144 2062 1033 Air required (dm) 01 21 1 0 47 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. RiglFSute® Umersal 2018 18.0.08 RSU16877 2018- JarH31 1305:19Page 5 A . strop\TEMP PRINrLot 025 Sorrento C RHG - Enp Calc - MA House taoss• E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardsoove Court, Water Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: mmOneStopCoolirg corn License- CA0032444 Job: Lot 025 Sorrento C RHG - E Date: 09-06-2017 By. LF/RI/BP/AT 1 Room name MWIC H 2 Ewall 0 11 55 R 3 Room height 9.3 1t hea tool 93 4 heaUmd 4 Room dimensions 1.0 x 60S 8 1.0 x 172.9 0 5 Room area 60a IF 172A I6 Ty Construmon U-value Or HTM Area (Il2) Load Area (II2) Load number 841hMM9 B41hAM or perimeter (11) BWh) or perimeter (Q) Btuh) Heat Cool Gross NAS Heat Cod Gross NAS Heat Cod 6 W yl L- t 1213. 09m 13A- 40 s 4A5- 2om O. 097 0. 143 0550 n n n 253 3. 73 1435 2. 82 2. 90 13. 41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 12134 w 4A5- 2om 0. 097 0550 a a 253 1435 2. 82 27. 44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t- D 4135. 21m 13A- 4= 11130 0540 0. 143 0390 a a a 14. 09 3. 73 10. 18 29. 62 2. 90 1227 0 0 0 0 0 0 0 0 0 0 0 0 0 51 24 0 27 24 0 101 244 0 79 294 1ql 12B409+v 4A5. 2om OD97 05W s s 253 1435 2. 82 13A7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CI- 1ql 2 485. 21n 13A- 4os 4A5. 2om O. 540 0. 143 0550 s s s 14. 09 3. 73 1435 13A7 2. 90 13A7 0 0 0 0 0 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0 0 0 0 0 0 I yl 485- 21 n 12B- Osw 0540 0. 097 s w 14. 09 253 14. 94 2. 82 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t-- li 485.2kn 13A- 40cs 4A5. 2om 0550 0. 143 0550 w w w 1435 3. 73 14. 35 27. 44 2. 90 27. 44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R 4A5- 2omd 12C- 0sw 0580 0. 091 w 15.14 238 34. 69 151 0 0 0 0 0 0 0 0 0 98 0 98 0 232 0 147 1- 0 1100 0390 n 10.18 1227 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 0.84 1.76 43 43 36 76 0 0 0 0 F 19C.19cscp OA49 0.44 031 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 OAO 61 0 0 0 173 6 169 0 6 c) AED excursion 3 19 Envelope lossrgain 36 73 747 501 12 a) KIntion 0 0 84 30 b) Room %ertfilaoon 0 0 0 0 13 Internal gains: Ooarparns@ 2W 0 0 0 0 Appliance other 01 0 Subtotal( lines 6to13) 36 73 831 532 Lessextemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 171 109 831 532 14 Subtotal 207 183 0 0 15 Dud; loads 11% 230% 23 41 11% 239% 0 0 Total room load 230 224 0 0 Air required (dm) 0 10 0 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. 1 4- wrtigf t sofl 2018-Jar 31 13A5:19 Right- Su"Ur versa12018 18.0.08 RSU16877 Page 6 strop\ TEMP PRINT%Lot 025 Sorrento C RHG - E rup Cale - lAk Hose faces, E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sandscove Coot, Winter Park FL 32792 Phone: (407) 629 - 6920 Fax, (407) 629. 9307 Web- wwwOreSlopCoohrg corn License. CAG032444 Job: Lot 025 Sorrento C RHG - E Date: O9-06-2O17 By. LF/RI/BP/AT 1 Room name BED2 BED3 2 3 Exposed wall Room height 25D 0 9.0 It heaV000l 25.0 It 9.0 It heaftol 4 5 Room dimensions Room area 13.5 x 11.5 It 1553 IF In x 164.0 Q 164D 1F Ty I Construction number U-value BWhflF n Or HTM BOAAF) Area (II2) or perimeter (Il) Load 8tuh) Area (Ib2) or perimeter (R) Load BWh) Heat Cod Gross NiP/5 Heat Cool Gross NIPS Heat Cool 6 11 W Vjl I--G 128-09N 13A-4ots 4AS-20m 126-0Sw 4A5-2om 4B5-2h 13A-4ocs 11 D0 1213-09w 4A5.20m 485-21m 13A-flocs 2om 485-21m 128-09v 485-2hn 13A-4ocs 4A5.2om 4A5-2omd 12C-0sw 11130 168.30ad 19C-19cscp 0.097 0.143 0LM 0.097 0550 O.540 0.143 03M OD97 O-r%w O-540 0.143 OS50 0540 0. 097 0550 0. 143 0550 0. 580 0. 091 0390 0. 032 0. 049 n n n a a a a a s s s s s s w w w w w n 2. 53 3. 73 1435 253 1435 14. 09 3. 73 10. 18 2. 53 1435 14. 09 3. 73 1435 14. 09 2. 53 1435 3. 73 1435 15. 14 2. 38 10. 18 0. 84 0. 44 2. 82 2. 90 13. 41 2. 82 27. 44 29. 62 2. 90 1227 2. 82 13A7 13A7 2. 90 13. 47 14. 94 2. 82 27. 44 2. 90 27. 44 34. 69 151 1227 1. 76 031 104 0 0 0 0 0 0 0 0 0 0 0 0 0 122 15 0 0 0 0 0 155 0 104 0 0 0 0 0 0 0 0 0 0 0 0 0 107 0 0 0 0 0 0 155 0 262 0 0 0 0 0 0 0 0 0 0 0 0 0 270 215 0 0 0 0 0 130 0 292 0 0 0 0 0 0 0 0 0 0 0 0 0 300 412 0 0 0 0 0 273 0 126 0 0 99 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 164 99 126 0 0 84 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 164 99 319 0 0 213 215 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 137 44 355 0 0 237 412 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 288 31 yI D ppll I-- G t4ASa! I{-G yl c G 1ql g L R l-- D C F F 22A-tom 1.180 30.80 OAO 0 0 0 0 0 0 0 0 6 c) AED excursion 117 21 Envelope loss4gain 877 1394 928 1344 12 a) Infiltration b) Room ventilation 368 0 133 0 368 0 133 0 13 Internal gains O=parns@ 230 1 230 1 230 Apphanoes/ oMer 0 0 Subtotal ( lines 6to 13) 1245 1757 1296 1707 Less e)oemalload 0 0 0 0 14 Lesstransler Rechstribudon Subtotal 0 0 1245 0 0 1757 0 0 1296 0 0 1707 15 Duct loads 11a/o 23% 139 395 11% 23% 144 384 Total room load Air required (dm) 1383 0 2152 98 1 1440 1 0 2091 95 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Right- Sute®Uriversal 2018 18 0.08 FlSU16877 2018- Jan31 13A5:19Pape 7 A . slaoplTEMP PRII tat 025 Sorrento C RHG - EnQ Calc - MA House taoss• E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Cove, Winter Parr FL 32792 Phone' (407) 629 - 6920 Fax: (407) 629.9307 Web: wmAtOreStopCoolirg corn License. CAC032444 Job: Lot 025 Sorrento C RHG - E Date: 0946.2017 By. LF/RI/BP/AT 1 Room name TO@ BEN 2 Ewall 75 It 245 r 3 Room height 9A it heat/000l 9.0 It heal/000l 4 Room dimensions 60 x 6.0 r 1 A x 137D It 5 Room area 36D r' 1371) 11= Ty Construction number U- value BWMIL- 9 Or HTM BWhAn Area ( II) or perimeter (it) Load Btuh) Area ( rF) or perimeter (it) Load BWh) Heat Cool Gross NAS Heat C-001 Gross NrP/S Heat Cod 6 W y! L- C 128- 09m 13A- 40cs 4A5. 2om 0. 097 0. 143 05W n n n 2. 53 3. 73 14. 35 2. 82 2. 90 13AI 14 0 0 14 0 0_ 34 0 0 38 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 1213409w 4A5. 2om 0. 097 OS50 a a 253 14. 35 2. 82 27. 44 54 0 48 0 122 0 135 0 117 0 111 0 281 0 313 0 yI Y- D 4B5. 2(m 13A- 4os 1100 0540 0. 143 0. 390 a a a 14. 09 3. 73 10. 18 2942 2. 90 1227 6 0 0 0 0 0 85 0 0 178 0 0 6 0 0 0 0 0 85 0 0 178 0 0 441 11 G 128- 09v4A5. 2om OD97 0550 s s 253 14. 35 2. 82 13. 47 0 0 0 0 0 0 0 0 104 15 89 14 224 215 249 202 1- G 4B5-2hn 13A- 40cs 4A5. 2om 0S40 0. 143 0550 s s s 14. 09 3. 73 14. 35 13A7 2. 90 13A7 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 485- 21M 128- 0sw 0540 OD97 s, w 14A9 253 14. 94 2. 82 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 485. 21m 13A- 40cs 4A5. 2om 0550 0. 143 0550 w w w 1435 3. 73 14. 35 27. 44 2. 90 27. 44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G I- G R 4A5- 2omd 12C- 0sv 0580 OD91 w 15.14 238 34M 151 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I-- D 11D0 0390 n 10.18 1227 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 36 36 30 63 137 137 114 241 F 19C-19cscp 0.049 0.44 0.31 36 36 16 11 22 22 10 7 F 22A-Ipm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 24 53 EmoeJope los4gain 286 450 929 1137 12 a) Infiltration 110 40 361 130 b) Roan ventilation 0 0 0 0 13 Internal gains. Ooslpants@ 230 0 0 1 230 Appliancesbther 0 0 Subtotal ( lines 6to13) 397 490 1290 1497 Less exlemal load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 98 536 14 Sublotal 397 490 1387 2033 15 Dud loads I ll%u 23%1 44 110 11% 239% 154 458 Total room load I I 441 1600 1542 2490 Air required (dm) 0 27 1 1 0 113 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wvw- Itso7f'e' 2018-Jan•3113A5:19 1498A Rrgnt- Sute®Universal 201818.0.08RSU16877 Page s 4WTEMP PRINT1Lot 025 Sorrento C RHG - E.np Calc- MA Horse laces. E wrightsoft' Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sandscove Carr, Winter Part,, FL 32792 Phone, (407) 629 - 6920 Fax (407) 629 - 9307 Web: wAwOreStopCoolirgmm License: CAC032444 Job: Lot 025 Sorrento C RHG - E Date: 09-06-2017 By. LF/RI/BP/AT 1 Room name LOFT STC2 2 Exposed well 12.0 g 155 0 3 Room height 9A II heakool 9.0 0 heaUooW 4 5 Room dimensions Room area 1.0 x 191,0 rt 191.0 fF 45 x 11,0 II 495 Ip Ty Construction number U-value BWMIL-9 Or HTM BWhffM Area (M or perimeter (It) Load BWh) Area (fl?) or perimeter (I) Load Btuh) Heat Cool Gross NAS Heat Cod Gross NiP/S Heat Cool 6 W VjI I--li 121BOsw 13A-4o s 4A5-2om 0.097 0.143 0550 n. n n 2.53 3.73 1435 2.82 2.90 13A1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yyll 11 128-09w 4A5.2om OD97 0550 a a 253 1435 2.82 27.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t-D 4B5-21M 13A-4ots 11 D0 0540 0.143 0.390 a a 14.09 3.73 10.18 29.62 290 1227 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0_ 0 0 0 0 0 11 11 G 128-0sw 4A5-2om 0.097 0550 e s s 253 1435 2.82 13.47 0 0 0 0 0 0 0 0 99 0 95 0 241 0 268 0 I --A Vj! 4B5-2(m 13A-40cs 4A5-2om O-W 0.143 0550 s s s 14.09 3.73 1435 1387 2.90 13.47 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 0 56 0 0 55 0 0 Ili v 485.2(m 128-0sw 0540 OD97 s w 14A9 253 1494 2.82 0 108 0 108 0 273 0 304 0 41 0 41 0 103 0 114 G 485-21n 13A-4ocs 4A5-2om 0550 0.143 0550 w w w 1435 3.73 1435 27.44 290 27.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VjJ G T G R 4A5.2omd t 2C-09w 0580 0.091 w 15.14 238 34.69 151 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L-O 11 DO 0390 n 10.18 1227 0 0 0 0 0 0 0 0 C 168-30ad O.032 0.84 1.76 191 191 160 336 50 50 41 87 F 19C-19cscp 0.049 0.44 0.31 3 3 1 1 0 0 0 0 F 22A-Ipm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 24 21 Envelope lossrgasn 434 617 441 503 12 a) Infiltration 177 64 228 82 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 AppliancesAother 0 0 Subtotal pines 6 to 13) 611 681 669 585 Less ex rnalload 0 0 0 0 Less transfer 0 0 0 0 Redistributton 764 1117 669 585 14 Subtotal 1375 1798 0 0 15 Dud loads 1 11% 239% 153 405 11%1 239% 0 0 Total room load 1528 2203 0 0 Air required (dm) 0 100 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. f1- w_ r`ghtso_ft- 2018-Jan31 13105:19 Rigta-Sute®Unversal 20t8 18.0.08 RSU16877 Page 9A . kop\TEMP PRINi\Lot 025 Sorrento C RHG - ErLp Calc - MA House laces E wrightsoft' Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Coup, W inter Pad,, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629.9307 Web: w mOneStopCoolingcom License• CAC032444 Job: Lot 025 Sorrento C RHG - E Date: 09-06-2017 By. LF/RI/BP/AT 1 Room name 2 Exposed wall 0 It 45 Q 3 Roan height 9.0 R heat/tool 9.0 II heattool 4 5 Room dimertsons Roan area 25 x 3.0 I 7.5 V 45 x 4S f> 20.3 rR Ty Construction U-value BWhV-19 Or HTM Area (Ili or perimeter (R) Load 8G1h) Area (IF) or perimeter (tl) Load BWh) Heat Cool Gross MIPS Heat Cool Gross NrP/S Heat Cod 6 W yJ L- 12B-O%w 13A-40cs 4A5.20m 0A97 0.143 O-9W n n n 253 3.73 1435 2.82 2.90 13AI 0 0 0 0_ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 126-0sw 4A5.20m 0A97 0S50 a a 253 1435 2,82 27.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4135-21m 13A-flocs 11DO 0540 0 M 0390 a a a 14.09 3,73 10.18 29.62 2.90 1227 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0 0 0 0 yJ I--o 1 J 1213-09v 4A5-2om 0A97 0550 s s 253 1435 2,82 13A7 0 0 0 0 0 0 0 0 41 0 41 0 103 0 114 0 I G r Vpl F--G 485-2hn 13A-40cs 4A5-2om 0-w 0.143 OS50 s s s 14.09 3.73 1435 13.67 2.90 13A7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I=i yl C 485.21m 128.09N 485.21rn 13A-40tS 41A5.2om 4A5-2omd 12C-09w 11DO 0540 OA97 0550 0.143 0550 0580 OA91 0390 S w w w w w n 14.09 253 1435 3.73 1435 15.14 238 10.18 14.94 2.82 27.44 2.90 27.44 34.69 151 1227 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 l P L--o C 168.30ad 0A32 0.84 1.76 8 8 6 13 20 20 17 36 F 19G19csoa 0.049 0.44 031 8 8 3 2 0 0 0 0 F 22A-Ixn 1.180 30,80 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 1 37 Envelope loss/gain 10 15 119 113 12 a) Ir fl"on b) Room vents atorl 0 0 0 0 66 0 24 0 13 Internal gains Occupants @ 230 0 0 4 920 Apptianoesrother 0 0 Subtotal (lines 6 to 13) 10 15 186 1057 Less exlemal load 0 0 0 0 Lessiranster 0 0 0 0 Redistribution 10 15 186 1057 14 Subtotal 0 0 0 0 15 Dud loads 1 11%u 236/a 0 0 IN 23% 0 0 Total room load 0 0 0 0 Air required (dm) 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. @I - %"@-I sole- 2018-Jan,31 13A5:19 Rrghl-SuteSUriversal2ota 16.0.06 RSU16877 Page 10 A . slop\TEMP PRINTV-ot 025 Sorrento C RHG - ErLp Calc a M2 House faces: E A+ wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Coot, W irter P^ FL 32792 Phone: (407) 629 - 6920 Fax, (407) 629 - 9307 Web: vw wOreStopCoolirg.00m 4oeree: CAC032444 Job: Lot 025 Sorrento C RHG - E Date: 09-06-2017 By. LF/RI/BP/AT 1 Room name STH2 2 E430sed well 0 n 3 Room height 9D It heaVood 4 Room dimensions 64 x 55 It 5 Room area 33D fie Ty Construction number U-value BWW-9 Or HTM BWh" Area (11) or perimeter (11) Load BtiJh) Area or perimeter Load Heat Cod Gross NAS Heat Cod Gross NAS Heat Cool 6 W 128-0sw 0.097 n 2.53 2.82 0 0 0 0 yI 13A-40cs 0.143 n 3.73 2.90 0 0 0 0 I--G 4A5.2om 0550 n 14.35 13AI 0 0 0 0 1213-09w 0.097 a 253 2.82 0 0 0 0 11 4A5.2om 0550 a 1435 27.44 0 0 0 0 4135.2trn 0540 a 14A9 29.62 0 0 0 0 w D 13A-flocs 11 DO 0.143 O39 a a 3.73 10.18 2.90 1227 0 0 0 0 0 0 0 0 1! C 128-09n 4A5-2om OA97 0550 s s 253 1435 2.82 13.47 0 0 0 0 0 0 0 0 1q! 485.21m 13A-400s 0540 0.143 s s 14.09 373 13.67 2.90 0 0 0 0 0 0 0 0 4A5.20m 0550 s 14.35 13A7 0 0 0 0C Vjl 485-2tn 128.0sw 0540 OA97 s w 14.09 253 14.94 2.82 0 0 0 0 0 0 0 0 4B5-Zm 13A-4ors 4A5.20m 0550 0.143 0550 w w w 1435 3.73 14M 27.44 2.90 27.44 0 0 0 0 0 0 0 0 0 0 0 0 L- 1ql I--( 2 R h 4A5.2omd 12C-Ow 11 DO 0580 OD91 0390 w n 15.14 238 10.18 34.69 151 1227 0 0 0 0 0 0 0 0 0 0 0 0 C 1613-30ad OA32 0.84 1.76 33 33 28 58 F 19G19cs(P OA49 0.44 021 27 27 12 8 F 22A-4)m 1.180 30.80 0.00 0 0 0 0 61 c) AED excursion 1 2 Envelope losstain 40 64 12 a) Infiltration 0 0 b) Room ventilation 0 0 13 Internal gains Ooapants@ 230 0 0 Appliancesbther 0 Subtotal Pines 6 tD 13) 40 64 Less extemal load 0 0 Lesstransfer 0 0 Redistribution 3 4 14 Subotal 42 68 Dud loads 1 11% 231% 5 15 r Total room load I 47 84 Air required (dm) I 1 0 4 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. f w_ r`gtl tsoft- 2018-Jarr31 13A5:19 Rigti-Sute®Unversal 2018 18.0.08 RSU16877 Page 11 A .-swop\TEMP PRINr,Lot 025 Sorrerfo C RHG - Enp Calc - MA House tacos. E Duct S Job: Loi 025 Sorrento C RHG - E wrightsoft'ucSystem Summary Date: 09-06-2017 Entire House By. LF/RI/BP/AT One Stop Cooling and Heating 7225 Sardsoove Coot. Winer Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629.9307 Web: wMnKOreStopCoohrg com Lioer se: CAG032444 Project Information For: Park Square Homes 3854 Salt marsh Loop, Sanford, FL External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total e>fective length (f EL) Heating 0. 50 in H2O 0. 16 in H2O 0. 34 in H2O 0. 170 / 0.170 in H2O 0. 151 in/100ft 0 cfm 226 Supply Branch Detail Table Cooling 0. 50 in H2O 0. 16 in H2O 0. 34 in H2O 0. 170 / 0.170 in H2O 0. 151 in/100ft 1160 cfm Name Design Btuh) Htg cfm) Clg dm) Design FR Diam in) H x W in) Dud Mal Actual Ln ( ft) Ftg. Egv Ln ( ft) Trunk BED2 C 2152 0 98 0.225 6.0 Ox 0 VIFx 26.1 125.0 s14 BEDS C 2091 0 95 0.214 6.0 Ox 0 VIFx 24.1 135.0 s14 BEN C 2490 0 113 0.233 6.0 Ox 0 VIFx 25.7 120.0 s14 BTH2 C 84 0 4 0.258 4.0 Ox 0 VIFx 16.7 115.0 s14 DINE C 756 0 34 0.221 5.0 Ox 0 VIFx 24.1 130.0 st2 GRT c 5512 0 251 0.203 8.0 Ox 0 VIFx 32.5 135.0 st2 KIT c 2105 0 96 0.151 7.0 Ox 0 MR 60.5 165.0 st3 LNDY c 1177 0 54 0.160 5.0 Ox 0 MR 52.5 160.0 st3 LOFT• A c 2203 0 100 0.240 6.0 Ox 0 MR 21.6 120.0 st4 MBED c 4000 0 182 0.177 8.0 Ox 0 MR 47.2 145.0 st2 MBTH C 1033 0 47 0.183 5.0 Ox 0 MR 45.5 140.0 st2 MTOI c 44 0 2 0.193 4.0 Ox 0 VIFx 36.6 140.0 st2 MWIOA C 224 0 10 0.190 4.0 Ox 0 MR 34.0 145.0 s12 PWDR C 1010 0 46 0.156 5.0 Ox 0 VIFx 58.0 160.0 st3 Top c 600 0 27 0.229 4.0 Ox 0 VIFx 23.3 125.0 st4 Trunk Htg Clg Design Veloc Diam H x W Dud Name Type cfm) cfm) FIR fpm) in) in) Material Trunk st3 PeakAVF 0 195 0.151 442 9.0 0 x 0 VinlFlx st2 st1 PeakAVF 0 1160 0.151 656 18.0 0 x 0 VinlFlx st2 PeakAVF 0 722 0.151 675 14.0 0 x 0 VnlFlx SO st4 PeakAVF 0 438 0.214 558 12.0 0 x 0 VIM% st1 wrightsoft' 2018-Jan,31 13A520 RigMSute® Uriversal 2018 18.0.08 RSU16877 Page 1 ACA: A ...shop\TEMP PRINPLot 025 Sorrento C RHG - EAp Calc - MJ8 Howe races, E Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Dud Name Size (in) ofm) cfm) ft) FR fpm) in) in) Opening (in) Mad Trunk rb1 Ox 0 0 1047 0 0 0 0 Ox 0 VIFx rb3 Ox 0 0 113 0 0 0 0 Ox 0 VIFx wrightsoft• 2018-Jar-31 130520 A ... _, .,.., Righl-St te®Unversal 2018 18.0.08 RSU16877 Page 2 ACC.shop\TEMP PRKMot 025 Sorrerto C RHG - E np Calc- KW Hose faces E Static Pressure and Friction Rate Job: Lot 025 Sorrento C RHG - E wrightsoft• Date: 09-06-2017 Entire House By. LF/RI/BP/AT One Stop Cooling and Heating 7225 Sardscove Cout W irter Park FL 32792 Row (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wmmOr eStopCoohng com License: CACA32444 Project• • For: Park Square Homes 3854 Salt marsh Loop, Sanford, FL Available Static Pressure 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 14 0 Measured length of trunk 47 0 Equivalent length of fittings 165 0 Total length 226 0 Total effective length 226 Supply Duds Return Duds Friction Rate Heating in/100ft) 0.151 OK 0.151 OK Cooling in/100ft) 0.151 OK 0.151 OK Fitting Equivalent LengthDetails Supply 4X--35,11 A=20,11 G=5,11 G--5,11 A=20,11 G--5,11 G=5,11 G--5,11 M=20,11 Gam, 11 G=5,1 A--35: TotalEL=165 Return TotalEL-0 wrightsoft' 2018-Jam31 13,0520 w.• .... ,.. , Right-SuteOUriversal2018 18.0.08 RSU16877 Page 1 ICCA .Shop\TEMP PRINT\Lot 025 Sorrerto C RHG - Enp Calc= M18 Hose faces. E 10X6 52 cfm EFIVTW Job #: Lot 025 Sorrento C RHG - E Performed by LF/RI/BP/AT for: Park Square Fames Sanford, R Level 1 One Stop Cooling and Heating 7225 Sandscove Court Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 www.OneStopCooi ng .can DV VTW Scale:1 : 58 Page 1 Comfort Bulder by Wthtsoft 18.0.07 RSLI30040 2018Jan-30 09:37:15 SUPPLY FLEX DIRECT TO AH U DAMPER 1-12" DAMPER 2 -14" BYPASS -12" Job #: Lot 025 Sorrento C RHG - E Performed by LF/RI/BP/AT for: Park Square Homes Sanford, R Level 2 Sup Riser 14" One Stop Cooling and Heating 7225 Sandsoove Court Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 www.OneStopCoo6 ng .00m Scale:1 : 58 Page 2 Comfort Buider by Wthtsoft 18.0.07 RSLI30040 2018,uan-30 09:37:15 6.4 nrrADT1 r'nDV DESCRIPTION AS FURNISHED: Lot 25 , WYNDHAM PRESERVE, as recorded in Plot 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 BRINSSON AVE R/W VARIES) S 00019'09" E 40.00" 10' BUFFER. LANDSCAPE, WALL CF SIDEWALK ESMT. 8P (b- Nos(0 ZONIN 4 DATEUQ*ki -- Ok to construct single family home 5.00' with setbacks and impervious area shown on plan. yq , 4 °/0 imp. ZOib SDYyevr o - C, Cry 7 LOT 26 5.00' 5.00, P.C. 33.56' ^ 0 - - - - - - - - - - - - - - - - SETBACKS AS FURNISHED FRONT a 25'(P) REAR 20' SIDE - 5' (40' LOT) 7.5' (60' LOT) 10' (75' LOT) SIDE 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 FINSHED SPOT GRADE ELEVATIONS PER DRAINAGE PLANS PROPOSED DRAINAGE FLOW LOT GRADING TYPE A PROPOSED F.F. PER PLANS - 30.5' QUO 29.80' LOT 25 29.80' J.0'x4.0' AC LANAI 5.00' 5.00, PROPOSED RESIDENCE 2078-SORRENTO-C ca 2 CAR GARAGE RIGHT O CQe h 165. 00, DRIVE i. 20' 25.20' 10' UTIL. ESMT. 5' CO NC. WALK 7 19 09 E SAL TMARSH L OOP 50' PRIVATE ROAD) PLOT PLAN AREA CALCULATIONS FLATWORK ON/OFF LOT o TOTAL t SQUARE FEET DRIVE 403/ 110- 513 t SQUARE FEET WALKS 37/ 200- 237 t SQUARE FEET SOD 2,429/ IJ1 a 2,560 t SQUARE FEET NOTE: FRONT SIDEWALK AND STREET LOCATION TAKETI FROM CRUSEINMLTYETR— SCOTT & ASSOC., INC. — LOT 26 PLOT PLAN ONLY NOT A SURVEY FEET FLATWORK FOUNDATION/ PAD 1.744 f SQUARE FEET REAR PATIO 112 t SQUARE FEET FRONT PORCH DECK 62 t SQUARE FEET POOL DECK' 0 f SQUARE FEET TANS PROVIDED BY CLIENT • NOT nao VERIFIED - LAND SURVEYORS LEGEND - LEGEND - P PLAT 5400 E. COLONIAL OR. ORLANDO. FL. 32807 (407)-277-3232 FAX (407)-658-1436 F FIELD PaL. UP. POINT ON LINE TYPICAL NOTES. IP. ION PIP[ RODPl= AL POINT DF REVERS[ C LO A IMC POINTDiCONOUNDCLRVATIDICTUR1. THE UNDERSIGNED DOES HEREBY COPTIFY TINT THIS SURVEY hats THE STANLWTOS OF PRACTICE SEF FORM BY ME FLOR,OA BOARD OF C CON RNON-RADIAL PROFESSIONAL aDW TO =110H • FLOAIDI SFATUES SET LR. 2- IA ./ILINS96 A I UAM LHHOSSEDIN SVRM01113 SICNANRE AND ORM44. RAKED SEAL. THIS SURVEY MAP OR COPIES T VALID RIM RECOVERED VP. WITNESS PODNT A PIS SURVEY WAS PREPARED FROM TIRE INFORA41110H FURNISHED TO THE SURVEYOR THERE MAY BE On9R RF.SIRCIIONS Pat. POINT OF BEGINNING CALC CALCULATED OR EASEMENTS 1HAF AFFECT DOS PAOPERTY. PAC. t POINTDF CONKC/KNENT UE PAX FF. PERMANENTREFCRCNC[ NOIGN[NT FDOSIED FLOOR EILYAT101 4. NO ft OOj RWNO A(pAOVELEM$ HAVE BEER LOCATED UNLlSS OTIfERNTS£ SNOWH HID NAIL L DISK MAIL ! BUO-DINO SETBACK LINE A DOS SURVEY IS PREPARED FOR THE SOLE BEHETTF OF THOSE CETTTIFIED TD AND SHOUID NOF BE RO,ED UPON Fry ANY OTHER EMRY. R/V RWNT-OF-WAY IN. BMl BENCwLARK6 DIMENSIONS SHOWN FOR THE IDEATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT fIOUNMRY LRNES. ESNT. EASEMENT B.B. BASE DEAROLO 7. BEARING& AMC BUSED A=hIME O.AIUM AND ON THE INC SHOWN AS BASE BMW DRAIN. T UIL. UTILITYB ELNATIONA R SN00% ARE BATED ON FIA110NAL CEODETIC VFRIICr L 0ANL1 OF 1929. IRR6'S OMERIM NOTED. 0./T. CHAIN LINK FENCE D. CERIDTGIF OF ALRNOR741104 N0. 4598. VD,C • VCOD FENCE C/o • CONCRETE CLOCK P.C. • POINT K CIAWATM P.T. • POINT OF TANGENCY DESC. • DESCRIPTION R • RADIUS L • ARC LENGTH D • DELTA C • CHOO CL CHOR, DENTING NORTH CERTIFIED BY' I SCALE r- I• - 20 _ 1 DRAWN ft ••• I PLAT PLAN 02-01-2018 DER No. 554-18 THIS BUILDING\ PROPERTY DOES NOT LIE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM' ZONE X. MAP / 12117CM90 F (09-28-07) TOM X. CRUSENMEIER. R.LS. 1 4714 ES W. SCOTT.• R.LS 1 4801 i Filename: PARK SQUARE SORRENTO 2,078SF.rrr Lighting and Small Appliance/Laundry Circuits Floor Area SmAppNo LaundNo Line Neutral 2 2 1 Lighting Summary Standard 3,527 3,527 I --------------- Optional 4,506 3,527 Ranges & Ovens Range No. No? Nameplate Line Neutral 1 1 8000 2 0 0 3 0 0 Range/Oven Summary Standard 6,400 4,480 Optional 8,000 4,480 euic Dryers S lj.. Dryer -No_ No? Nameplate Line Neutral 1 1 5 0 0 0 AgR11v1E 3 0 Dryer Summary Standard 5,000 3,500 # 8 - V 6 Optional 5,000 3,500 Heating and Cooling: Actual Number = 2 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 3. M 1 1 5.0 240 1,200 0 1 1 1 1 14 240 1 3,360 0 2 M 1 1 14.0 240 3,360 0 2 M 1 1 2.0 240 480 0 2 M, 1 1 5.0 240 1,200 0 2 1 1 1 14 240 1 3,360 0 Heat/Cool Summary Standard 16,800 0 Optional 16,800 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 Other Appliances: Actual Number = 0 Optional 17,280 2,250 Name M? Ph No Amps Volts VA HP Line Neutral Other Appliance Summary Standard 0 0 Optional 0 0 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 Other Appl. Phase Amps Volts 0 Max Motor Summary Standard Only 840 0 UNIlMARY Standard Line Neutral Total Total = 45,527 13,757 Maximum Amperage = 190 57 Service Voltage = 240 Service Phase = 1 Optional Line Neutral Total Total = 36,714 13,757 Maximum Amperage = 153 57 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. RE: P2078AC - Park Sq Hms/ Sorrento-AorC 2078 MiTek USA, Inc. Site Information: 6904 Parke East Blvd. a FL 33610-4115 Customer Info: PARK SQUARE HMS. Project Name: P2078AC Model: SORRENTO 07 A or G Lot/Block: 25 Subdivision: WYNDHAM PRESERVE 40' Address: 3854 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: - 5 6City: # 1 8 State: General Truss Engineering CriteU oads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10Wind Speed: 140 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 45 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. INo. ISeal# ITruss Name I Date I No. I Seal# ITruss Name Date 1 IT13050504 1A1 1/25/18 112 IT13050515 IC1 1/25/18 12 I T13050505 I A2 11 /25/18 113 1 T13050516 I C2 11 /25/18 1 13 I T13050506 I A3 11 /25/18 114 I T13050517 I C3 1 1 /25/18 1 4 IT13050507 IA4 1/25/18 15 IT13050518 1CJ 1/25/18 5 IT13050508 JA5 1/25/18 16 IT13050519 1CJ1 1/25/18 16 I T13050509 1 B 1 11 /25/18 117 1 T13050520 I CJ3 1 1 /25/18 1 17 I T13050510 I B2 11 /25/18 118 I T13050521 1 CJ4 1 1 /25/18 1 18 I T13050511 1133 11 /25/18 119 1 T13050522 I CJ5 1 1 /25/18 1 19 I T 13050512 I B4 11 /25/18 120 I T 13050523 I D 1 1 1 /25/18 1 110 I T13050513 1 B5 11 /25/18 121 I T13050524 I D2 1 1 /25/18 1 111 I T13050514 186 11 /25/18 122 1 T13050525 I D3 1 1 /25/18 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/TPI 1. These designs are based upon parameters shown (e.g.. loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and property incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. January 25,2018 Velez, Joaquin I of 2 RE: P2078AC - Park Sq Hms/ Sorrento-AorC 2078 Site Information: Customer Info: PARK SQUARE HMS. Project Name: P2078AC Model: SORRENTO 2078 A or C Lot/Block: 25 Subdivision: WYNDHAM PRESERVE 40' Address: 3854 SALTMARSH LOOP City: SANFORD State: FLORIDA INo. Seal# JTruss Name I Date 23 IT13050526 IQ 1/25/18 124 IT13050527 I E2 11/25/18 1 25 IT13050528 IF1 1/25/18 26 IT13050529 JF2 1/25/18 27 IT13050530 IF2A 1/25/18 128 IT13050531 I F3 11/25/18 1 129 IT13050532 1 F3G 11/25/18 1 130 IT13050533 I F4 1 1125/18 1 131 IT13050534 I F4A 11/25/18 1 132 IT13050535 1 F5 11/25/18 1 133 IT13050536 1 F6 11/25/18 1 134 IT13050537 I F7 11/25/18 1 35 IT13050538 IFTI 1/25/18 36 IT13050539 I FT2 11/25/18 1 137 IT13050540 I FT3 11/25/18 1 38 IT13050541 IFT4 11/25/18 39 IT13050542 IJ311/25/18 J 40 IT13050543 lJ7 1/25/18 141 IT13050544 I J7T 11/25/18 1 142 IT13050545 1 KJ2 11/25/18 1 143 IT13050546 1 KJ3 11/25/18 1 144 IT13050547 1 KJ7 11/25/18 1 145 IT13050548 I M1 11/25/18 1 2 of 2 Job Truss Truss Type Perk Sq Hms/ Sorrento-AorC 2078 10ty IPty T13050504 P2078AC Al COMMON 7 1 o all Mid -Florida Lumber, Bartow, FL. 7-11-11 6.00 F172 8.130 S Sep 15 2017 MTek Industries. Inc. Thu Jan 25 07.42.24 2018 ID LwgE(gAb9YkK(RKdr2TZXPzS7xJ-4kSIr24GGShpyslmPslleaD7WKJuD3SOwSxti 224Y5 1 30-0-0 4x4 = 7-0.5 Scala - 1 51.3 3x4 = 4)A = 3x4 = 4x4 = 4x4 = 1Q2 '+ taa13 30.Od 10.2.3 9-7-11 10-2-3 Plate Offsets (X.YI- 13:0-4-0.0-3-01.15:0-4-0.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.35 8-10 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(CT) 0.50 10-13 721 180 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(CT) 0.06 6 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No. t WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1260/041-0, 6=1260/0-8-0 Max Horz 2=160(LC 11) Max Uplift 2=235(LC 12), 6=235(1_C 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3-2096/624. 3-4=1893/637. 4-5=1893/637, 5-6=2096/624 BOT CHORD 2-10=441/1890. 8-10=205/1220, 6-8=455/1821 WEBS 4-8-217/828. 5.8-467/270, 4-10-217/828, 3-10=-467/270 PLATES GRIP MT20 244/190 Weight: 137 lb FT = 200A BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 9-1-5 oc bracing. NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind. ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h-15ft; B=45ft; L=30ft, eave=oft, Cat. II; Exp B; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-". Interior(1) 2-0-0 to 15-0-0, Exterior(2) 15-0-0 to 18-" zone;C-C for members and forces 3 MvAFRS for reactions shown; Lumber OOL=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 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 fit 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 100 lb uplift at joint(s) except (jt=lb) 2=235, 6=235 Ill 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 oo,any elgctronic copies. Iyoa ir4VelerPC- NA8131FC-336Q1 MiTef1 JSA, irict'; art1)-+s-. 69g4'iiWl Ea "k- : Ta 3D9 - "%, January 25,2018 0 WARMNG - Verify design parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PACE WF7472 rev. I&O.WOIS BEFORE USE. Design valid for use Only vain MiTekm canneUors. This design is based only upon parameters shown, and its far an uidrAdual buildup 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 MR budding design. &acing indicated is to preventbut: ing of milmdual truss web and/or Chard members only. Additional temporary are permanent bracing IlS'A' its always required lot stability and to prevent Collapse with possible personal injury and property damage. For general guidance regarding the Nis fabncotan, storage, delivery, erection and bracing of trusses and truss systems, "a ANSVIPII Quality Criteria, OSS49 and BCSI Building Component $904 Parke East BhE. Safety Information available horn Truss Plate Institute, 216 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq Hms/ Sorrento-AorC 2078 I T13050505 P2078AC A2 HIP 1 all Mid-Flonda Lumber, 8anow, FL. 8.130 s Sep 15 2017 MTek Industries. Inc. Thu Jan 25 07.42:25 2018 Page 1 ID.LwgEfgAb9YkKIRKdr2TZXPzS7xJ-Yw07g05ut ofa?vyyZAXSnmM6igayRrX96gbmgzrtgy 17-0-0 23 2-12 30-" 0-0 6-9-4 6-2-12 4-0-0 6.2.12 6.94 Scale - 1.52.1 44 = 04 = 4 22 23 5 13 12 -- 10 9 1.5x4 II 3x4 = 12= 1.5x4 II 3x4 = 3x4 = 3x4 = Plate Offsets (KYI- 14 0-5-4.0-2-01 LOADING (psf) SPACING- 24)-0 CSI. DEFL. in loc) I/deb Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Ven(LL) -0.10 12 >999 240 MT20 244/190 TCOL 10.0 Lumber OOL 1.25 BC 0.66 Ven(CT) -0.21 12-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.65 Horz(CT) 0.09 7 We n/a SCOL 10.0 Code FBC2017/TPI2014 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 puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-10-3 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1260/0-8-0, 7=1260/0-8-0 Max Horz 2=140(LC 11) Max Uplift 2-235(LC 12), 7-235(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-22231709, 3.4-1610/587, 4-5=1363/585, 5-6=1611/587, 6-7=22231709 80T CHORD 2-13=543/1926, 12-13=543/1926. 10-12=302/1362, 9-10=552/1925, 7-9-552/1925 WEBS 3-13=0/288, 3-12=652/276, 4-12-101/419, 5-10=119/420, 6-10-=-651/276, 6.9=0/287 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wtnd: ASCE 7-10: Vuft=140mph (3•second gust) Vasd=108mph; TCDL=4.2psf, 8CDL-3.0psf; h-15ft; 8=45ft; L=3011; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2-0.0, Interior(1) 2-0-0 to 13-0.0, Extenor(2) 134-0 to 17-0.0, Interior(1) 21-2-15 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 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 rd 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 (P=lb) 2=235, 7=235. 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 oo,any elpctronic copies. 4oaq igVelei.PENo 8182 M7e 1SA, lit .•fL Cert 68, a9tla'pirrlii`Eeken•'d"sa n 'asslo. iQeta;W January 25,2018 Q WARNING - verily design pan nwlent and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MI-7472 rev. 1"2/2015 BEFORE USE. Oesign valid for use only with Mifek® connectors. This design Is baud only upon parameters sham, and Is for an truly dual budding component• net a truss system. Before use• the budding designer must vwtfy the applicability of design parameters and property Incorporate this design into the overall budding design. Bracing Indicated Ia to prevent buckbrtg of Individual truss web andlor chord members only. Additional temporary and permanent bracing Ilh'AfirIsalwaysrequiredforstabilityaridtopreventcollapsewithpossiblepersonalinjuryendpropertydamage. For general guidance regarding the U i fabnut storage, delivery• erection and bracing of trusses and truss systems, see ANSUMI Quality Criteria, OSS49 and SCSI Building Component 6904 Parke Fast Slid. Salary Information available hem Truss Ptate Institute. 218 N Lee Street. Suite 312. Alexandria. VA 22314. Tamps, FL 36610 Job Truss Truss Type Qy Ply Park Sq Hms/ Sorrento-AorC 2078 T13050506 P207BAC A3 HIP 1 1 Job Reference (optionall Mid-Flonda Lumber, Bartow, FL. 5-9-4 5-2-12 4-0-0 a.l Ju s Dep 1 D Lul r MI t ex 1nouSates. Inc. i nu Jan za V r:9f,LD LV ra rage i 4x4 3x4 = Ix1 1 23 5 24 6 5.2-12 5-9-4 Scale-1:52.1 14 11 - - 11 IV 3x4 = 1.Sx4 II 3x6 = 4x4 = 3x6 = 1.Sx4 II 30 = LOADING (psQ TCLL 20.0 TCOL 10.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017frP12014 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.35 Ven(LL) 0.14 11-13 >999 240 MT20 244/190 BC 0.65 Ven(CT) 0.31 11-13 >999 180 WB 0.37 Horz(CT) 0.09 8 n/a n/a Matrix -MS Weight: 157 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-14 oc puffins. BOT CHORD Rigid ceiling directly applied or 7-7-12 oc bracing. REACTIONS. (lb/size) 2=1260/0-8-0, 8=1260/0-8-0 Max Horz 2=-120(LC 10) Max Uplift 2=235(LC 12), 8=235(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2263/743, 3-4=1777/635, 4-5-1530/621. 5.6=1530/621, 6-7=1777/635, 7-8-2263/743 BOT CHORD 2-14=584/1970, 13-14=584/1970, 11-13=-416/1616, 10.11=592/1970, 8-10=592/1970 WEBS 3-13=5191243, 4-13=1421509, 5-13=2591105, 5-11=-259/105. 6-11=142/509. 7-11=519/243 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 10; VuIt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; hall 5f ; 8=4511; L=30R; eave=oft; Cat. II, Exp 8: 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, Extenor(2) 11-0-0 to 23-2-15, Intetior( 1) 23-2-15 to 31-0-0 zone;C-C for members and forces 3 MViFRS 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 ps(bottom chord live load nonconcurrent with any other live bads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fa between the bottom chord and any other members, with BCDL = tO.Opsf. 6) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(S) except (t=lb) 2=235, 8=235. 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 off pjiy electronic copies. Joagqy lir4VeI' PSN'4916Z KleSA;'Ir1c --FLU eft 66 690C'P@ilia`.EeetBkd.Tafn fl•336100. y January 25,2018 O WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED aDTEK REFERENCE PAGE 1111I.7473 rev. 1""61S BEFORE USE. Design valid for use only with Nin ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ME a truss system. Before use, the building designer must vent' the applicability of design parameters and property incorporate this design udo the overall budding design. Bracing indicated is to prevent budding of indn4dual truss web and/or chord members only. Additional temporary and permanent bracing rs always requited for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the a!l 4l fabrication, storage, delivery• erectionand bracing of trusses and truss systems, see ANSVTPIt Quality Criteria, OSS42 and SCSI Building Component 6204 Parke East OW Safety Information available from Truss Plate Institute, 21e N Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 38610 Job Truss Truss Type City Ply Park Sq Hms/ Sorrento-AorC 2078 I T13050507 P2078AC A4 HIP 1 1 Referencea Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 25 07:42:27 2018 Page 1 4-94 4-2-12 6" 6-0-0 4-2.12 4.9-4 Scale - 1.52.1 4xe = 1.5x4 II 4z8 c 13 - 11 10 4x4 = 3x4 = 3x4 = 30 = 04 = 3x8 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10 0 Lumber DOL 1.25 BC LL 0.0 Rep Stress Inv YES BCDL 10.0 Code FBC2017/rP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1260/0-8-0, 8=1260/0.8-0 Max Horz 2=100(LC 10) Max Uplift 2=235(1-C 12), 8-235(LC 12) CSI. DEFL. in (loc) I/deb Ud TC 0.46 Ven(LL) 0 16 10-19 999 240 BC 0.81 Ven(CT) 0.35 10-19 999 180 WB 0.19 Horz(CT) 0.09 8 n/a We Matrix -MS PLATES GRIP MT20 244/190 Weight: 150 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-15 oc puffins. BOT CHORD Rigid ceiling directly applied or 7-4-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2248/797, 3-4=1951/683, 4-5=2021/766, 5-6=2021/766, 6-7=1951/683, 7-8=2248f797 BOT CHORD 2-13=641/1986, 11-13=-445/1696, 10-11=-453/1696, 8-10=-649/1986 WEBS 3-13=343/222, 4-13=-55/411, 4-11=174/503. 5-1 1=414/216.6-11=174/503, 6-10=55/411, 7-10 =343/222 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10, Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h-15R; 8-45f1; L=30ft; eave=oft; Cat. II; Exp S; End., GCpi=0.18; MWFRS (directional) and C-C Extertor(2) -1-041 to 2-0-0. Intenor(1) 2-0-0 to 9-0-0, Exterior(2) 9-0.0 to 25-4-11. Interior(1) 25-4-11 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 thus has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jtzlb) 2=235, 8=235. 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. Joa IgVele;P&A-' i8182, 1iTek 1SA,`Inc Ljert68,.. 8904'P,rka`.EakBhrd:Tath FL_33618 January 25,2018 QWARNINO • Vedry dasfgn P...I rs and READ NOTES ON Mrs AND INCLUDED AUTEN REFERENCE PAGE MIF7473 rev. 1041b20IS BEFORE USE Design valid for use only with UrrekS connectors This design is baud only upon parameters shown, and is for an individual building component, not a truss system. Ware use, the budding designer must verity the applicability of design parameters and properly, incorporate this design into the overall building design. Bracing indicated is to prevent bucidnlg of individual truss web andlat chord members only. Additional temporary and permanent bracing MA^ ins always required for stability and to prevent Collapse with possible personal injury and property damage. For general guidance regarding the i s2 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSMII Owllty Crltarta, OSSd9 and SCSI Building Component 6904 Parke Fast Bind Safety Information available ham Truss Plata Insidute, 216 N Lee Sweet, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hms/Sorrento-AorC 2078 T13050508 P2078AC AS HIP 1 1 Job e Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 25 07:42:29 2018 Page 1 ID.L"EfgAb9YkKfRKdr2TZXPzS7xJ-OhFegl8P4_J52dDiBPFTLdw?ZL 13uCg74jeovbWgu rt410, 3.9-4 ( 74}4) 10 4 l 14 0 18 7-2 ( 23." 2&2-12 30410 31-0 0, t-00 394 32.12 3$14 37-2 432 4-14 32-72 39 Scale - 1.52.1 4x4 = 3x4 = 06 = 1.5x4 II 44 = 15 -- -- -- 14 - - 13 12 3x4 = 3x10 = 6x8 = 4x10 = 30 = 30 = THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL 7.0.0 t0A14 14-0 15-7-2 23.0.0 I 30.0.0 ll 7-0-0 3$-14 3-7-2 4J-2 4-4-14 7-0.0 Plate Offsets (X Y<— 18.0.5-4 0-2-01 114.0-4-0 Edoel LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in (loc) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.67 Vert(LL) -0.10 14-15 >999 240 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.21 14-15 >799 180 BCLL 0.0 Rep Stress Inv NO WB 0.85 Horz(CT) 0.02 10 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix -MS Weight: 155 lb FT - 20% LUMBER- EIRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direly applied or 4-7-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-" oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=703/0-8-0.14=3357/041-0.10=885/0-84 Max Harz 2-80(LC 6) Max Uplift 2=167(LC 8), 14-993(LC 8), 10=356(LC 8) Max Grav 2=717(LC 17), 14=3357(LC 1), 10=898(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1138/250, 3-4=923/207, 4-5=781/198, 5-6=302/1178, 6-7=.490/265, 7-8-490/265. 8-9=1301/496, 9.10=1515/552 BOT CHORD 2-15 =170/996, 13-14=1105/393, 12-13-356/1149, 10.12=-447/1334 WEBS 3-15=279/124, 6.14--1780/673, 8-12=163/698, 9-12=256/155. 7-13=-567/263, 6-13=703/2022, 8-13=-869/259, 5-15=21111068, 5-14=1684/502 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 10; Vuft=140mph (3-second gust) Vesd=108mph, TCOL=4.2psf; SCDL=3.Opsf, h=15ft; 8=45ft; L=30ft; eave=oft, Cat. II; Exp 8; End., GCpi=0.18; MWFRS (directional); 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 psi 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-" tall by 2-0-0 wide will fit between the bottom chord and any other members. This Item has been 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except (jt=1b) 2=167, 14=993, 10=356. electronically signed and 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 213lb down and 214 lb up at sealed by Velez, Joaquin, PE 7-0-0, 123 lb down and 114 lb up at 9-0-12, 123 lb down and 114 lb up at 11-0-12, 123 lb down and 114 lb up at 13-0-12, 123 lb using a Digital Signature. down and 114 Ili up at 15.0.0, 123 lb down and 114 lb up at 16-11.4. 123 lb down and 114 lb up at 18-11-4, and 123 lb down and Printed copies of this 114 Ili up at 20-11-4. and 213 lb down and 214 lb up at 23-" on top chord, and 370 lb down and 96 lb up at 7-0-0. 89 lb down at 9.0.12, 89 ID down at 11-0-12. 89 lb down at 1340-12, 89 lb down at 15-0-0, 891b down at 16-11-4. 89 lb down at 18-11-4, and 89 document are not considered Ili down at 20- 11-4, and 3701b down and 67 Ib up Bt 22-114 on bottom chord. The design/selection of such connection device(s) signed and sealed and the is the responsibility of others. signature must be verified 8) In the LOAD CASE(S) section, bads applied to the face of the truss are noted as front (F) or back (B). O(I,any electronic copies. LOAD CASE(S) Standard JrVelk'PEN"81E21 Ipc.: fl' Celt 6L31: liie?$A, 1) Dead + RoofLive (balanced): Lumber Increase=1.25, Plate Increase=1.25 Tef fl_338.10. Uniform Loads (ply p`I? rke'EaLBAd. Vert: 14=- 60, 4-8=- 60, 8-11=60, 16-19-20 January 25,2018 AWARNING - V dfy design paramefers and READ NOTES ON TMs AND INCLUDED NITEK REFERENCE PAGE W)-7473 rev. 104W01S BEFORE USE. Design valid for use only with UlTek® connectors. This design is based only upon parameters shorn, and is for an Individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Li51.!<11. is always required for stabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingtheatir.IN. fabrication, storage, deanery, erection and bracing of trusses end truss systems, ale ANSI/fPlt Quality Criteria, OSS419 and SCSI Building Component 6904 Parke Fast BNO Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tamps, FL 3WI0 Job Truss Truss Type Oty Ply Park Scl Hmst Sorrento-AorC 2078 T13050508 P207SAC A5 HIP 1 1 Job Reference footionall Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 25 07:42:29 2018 Page 2 I0:LwgEfgAb9YkKfRKd2TZXPzS7xJ-OhFegl8P4_J52dDtBPFTLdw?ZL13uCg741eovbzrtgu LOAD CASE(S) Standard Concentrated Loads (Ib) Vert. 4=166(F) 8=166(F) 15=370(F) 12=370(F) 22-123(F) 23=123(F) 24=123(F) 26=123(F) 28=123(F) 29=123(F) 30=123(F) 31=70(F) 32=70(F) 33=70(F) 34=70(F) 35=70(F) 36=70(F) 37=70(F) 0 WARNING • Variy design parsmafara and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE WI.7473 rw. I"21101S BEFORE USE Design valid for use arty, won Mrrek® connectors. This design is based only upon parameters shown, and is for an indmdual budding component, not a was system Before use, the buildup designer must Verify the applicability of design parameters and property incorporate this design unit the overall budding design Bracing indicated is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent tracing Mwle *ways required for stability and to prevent collapse wah possible personal irqury and property damage. For general guidance regarding the fabrication, Storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPII Dually Criteria, OS649 and SCSI Building Component 6904 Parke East Blvd Safety Information avallable from Truss Plate Instaute, 218 N. Lee Street, sued 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty PlyPark Sq Hms/ Sorren o-AorC 2078 T13050509 P2078AC 81 SPECIAL 1 1 t a Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 Mfrek Industries, Inc. Thu Jan 25 07 42 30 2018 Page 1 ID.LwgEfgAb9YkKfRKdr2TZXPZS7xJ-wpOt591 rlSygnovl7miurT8bkJodkGGINOMR2zngt 1-0-0 6 7 4 I 12-8-0 16 4-0 20-0-0 27-" 1-" 6.7-4 6-0-125-00 1-0-0 700 1-00 30 = 3x4 = 3x4 = 04 = ro a 3x10 = 1.5x4 II Scale: 1/4-=1' 3x4 = LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.22 10-12 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Ven(CT) 0.41 10-12 800 180 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(CT) 0.06 7 n/a n/a SCOL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 132 Ili FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 80T CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1140/0-3-8, 7=1140/03-8 Max Horz 2-135(LC 10) Max Uplift 2=299(LC 12), 7=299(LC 12) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling direly applied or 2-2-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-1909/608. 3-4=16611573, 4-5=21301792. 5-6-1799/629, 6-7=1914/608 80T CHORD 2-12= 425/1673. 10-12-216/1145, 9-10=448/1641, 7-9=445/1635 WEBS 312=409/235, 4-12=141/631, 4-10=-403/1080, 5-10=1085/436, 6.10=-831522 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7- 10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; 8=45ft; L=27ft; eave=oft; Cat. II; Exp 8; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2-0-0, Interior(1) 24)-0 to 12-8-0, Extenor(2) 12-8-0 to 15-8-0, Interior( 1) 18-4-0 to 28-0-0 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 nonconeurrent with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom Chord and any other members, with BCDL = tO.Opsf. 6) Provide mechanical connection ( by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=299, 7=299. 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 o0,any electronic copies. Ioai lr4rVelet'PENo;8182, PIIiTek 1SA,'Igc'tFL Ccrt r: 6904'PiGki EekBMd: Telh , FL 33810. January 25,2018 O WARNING • Verify dsa/ gn paontstara and READ NOTES ON THIS AND INCLUDED BITEK REFERENCE PAGE flit-7473 M. 10413rl0/5 BEFORE USE. Design valid for use only with MTett® connectors. This design is based only upon parameters shown, and is for an individual budding component. not a truss system. Before use, the building designer must vent' the applicability of design parameters and property incorporate this design into the *"ran budding design. Bracing indicated Is to prevent buciding of individual truss web and/or chord members only. Additional temporary and permanent bracing Il4'A:T' is atweys required for Stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabncatan, storage, delivery, erection and bracing of vases and truss systems. sae ANSVIPII Quality Coltedit. OSS49 and SCSI Building Component 6904 Puke East Blvd. Ssfety Information available from Truss Plate Institute, 21a N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 361110 Job Truss Truss Type Park Sq Hms/ Sorrento-AorC 2078 10ty IPly T13050510 P2078AC 82 SPECIAL 1 1 Job Reference lootionall Mid -Florida Lumber, Bartow, FL. 8 130 s Set) 15 2017 MTek Industries. Inc Thu Jan 25 07:42.30 2018 741-0 ' 1-8-0 04 = Scale. 1/4'=1' I - 11 lu V 3x5 = 10 II 30 = 3x8 = 3x4 = 1x4 II 3x4 = 67.4 12 d 20.4.0 22b.D 27-0.0I ! 67 8-0.12 1 i I Plate Offsets (X.Y1- 6:0.5-4.0.2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.12 10-11 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.29 10-11 >999 180 BCLL 00 Rep Stress Incr YES WB 056 Horz(CT) 0.08 7 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 134 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except* TOP CHORD Stnietural wood sheathing directly applied or 2-2-0 oc purlins. 4-5, 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-6-14 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 5-11 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1140/0.3-8, 7=114010-3.8 Max Horz 2-135(LC 10) Max Uplift 2=299(LC 12), 7=299(1-C 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=1957/588, 3.4=1398/494, 4-5=1413/470, 5-6=2153/718, 6-7=2007/634 BOT CHORD 2-13=412/1688, 11-13=-412/1688, 10-11=-607/2187, 9.10=489/1742, 7-9=-486/1739 WEBS 3.13-01252. 3.11=-613/243, 4.11-1991767. 5-11-1067/425, 5-10=590/256, 6-10=-226/ 803 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=25ft; B=45ft; L=27ft; eave=oft; Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Intenor(1) 2-0.0 to 12-8-0. Exterior(2) 1241-0 to 15-", Intenor(1) 20.4-0 to 28-0-0 zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 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 by2-0.0 wide This item has been will fit betweenthebottomchordandanyothermembers. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 ID uplift at joint(s) except (A=lb) electronically signed and 2=299, 7= 299. 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 oorajiy electronic gpies. Joe t 114rVeleiPENo68lliTefi iSA, IOc: Cert 68 I+L' a'7" 3' J.J ..,. Tefn 'FL'J361U. 69t11'P1rki:EeitBlvdiUater January 25, 2018 O WARMNG • vanity daslgn parameters and READ NOTES ON THIS AND INCLUDED ANTEK REFERENCE PAGE WF7473 raw 1""01S BEFORE USE. Rir Design valid foruseonlywithMrrakOconnectors. This design a based only upon parameters shown• and rs for an Udrvlduet budding Component. netatruss system.Before use, the budding designer must veiny the applicability of design parameters and properly incorporate this design Imo the Overall Oulldmgdesyn.SM04 indicatedistopreventducklingofmdrodualCossweband/or chord members only Additional temporary and permanent tracingis always required lastabilityandtopreventc4dapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery• erection and bracing of trusses and truss systems, see ANStITP11 (justify Criteria, OSS49 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Pima institute. 216 N. Lee Street. Sude 312, Alexandria, VA 22314. Tamps, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hms/ Sorrento-AorC 2078 Tt30505t1 P207SAC 83 SPECIAL 1 1 Jobi Reference Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 25 07:42:31 2018 Page 1 ID.LwgEfgAb9YkKfRKdr2TZXPZS7xJ•N4NO4RAIcbaplwN6JgHx02OPi8iuM99OX 17 VzUzngs r1-0-0 22-" 24-0-0 27-0-0 l 4-7.0 4-0E 4-0.8 --- -- 9-8.0 1$-0 3-0-0 1-0-01 Scale = 1.49 0 4x4 14 14 14 Ir 30 3x4 - 34 = 7x6 = 3x4 = 3x8 II 4x4 = 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 BCDL 100 Code FBC2017/rP12014 LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP N0.2 'Except' 9-13 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1166/0-3-8, 9=1521/0-3-8 Max Horz 2-135(LC 6) Max Uplift 2=307(1.0 8). 9=-411(LC 8) CSI. DEFL. in loc) I/dell Ud PLATES GRIP TC 0.37 Ven(LL) -0.12 13 >999 240 MT20 244/190 BC 0.73 Ven(CT) -0.24 12-13 >999 180 WB 0.66 Holz(CT) 0.08 9 n/e n/a Matnx-MS Weight: 151 lb FT = 200A BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-7 cc purirns. BOT CHORD Rigid ceiling directly applied or 8-10-8 cc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2095/506, 3.4=1963/507, 4-5=1406/409, 5-6=1427/403, 6.7-2165/547, 7-8=3013/745, 8-9=2674/659 BOT CHORD 2-15=379/1832, 14-15=273/1510, 13.14=-373/1890, 12-13=689/3080, 11-12=-540/2425, 9-11=52812377 WEBS 4- 15 =77/393, 4-14=-456/174, 5-14=250/950, 6.14=-845/271, 7-13=1243/332, 7-12=- 679/196, 8.12=180/920, 8-11=123/491. 6-13=82/504 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph, TCDL-4.2psf; BCDL=3.Opsf, h=25ft, 8=45ft; L=27ft; eave=oft, Cat. II, Exp B, End., GCpi=0.18; MWFRS (directional), 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 fill 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 (rt=lb) 2=307, 9=411 7) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 407 lb down and 133 lb up at 25-3- 4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE( S) Standard 1) Dead + Roof Live (balanced). Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads ( ptf) Vert: 1- 5=60. 5-7"O. 7-8 =60, 8-10-60. 9-16-20 Concentrated Loads ( lb) Van. 21= 407(F) Id 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 00 any electronic copies. lo4lllPLVelorPC 68182 M1Tefi.11$ A; Irac fL eit 68'31 ..,,e.3 6904'p.rlie`.leiR8lvd:Tefn fL336104. iD:eti- January 25, 2018 O WARNING • Verify Assign paramstars and READ NOTES ON THIS AND INCLUDED M17EK REFERENCE PAGE a10.7473 rav IW24015 BEFORE USE. Design valid for use only with MITek19 connectors. This design is based only upon parameter shown, and is for an tndrvldual budding 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 budding design Bracing indicated is to prevent buckling of individual trust web andlor chord members only. Additional temporary and permanent bracing MAwT' is assays raqutred for stability aril to prevent colapse won possible personal injury and property damage. For general guidance regarding the 35 k1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIl1PI1 Duality Crheria, OSS49 and SCSI Building Component $004 Parke Eau Blvd Safety Information available from Truss Plate Institute, 216 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hms/ Sorrento-AorC 2078 T13050512 P2078AC B4 SPECIAL 1 1 fall Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 25 07:42:32 2018 Page 1 ID-LvvgEfgAb9YkK02Kdr2TZXP2S7xJ- GxnlnBHNvigv4yltYoA2GYZ5Y1v5htzmhtTWwzngr 1-0-0, 488 &1(?E 1088 12p 1800 21.2.12 I 27-0-0 128-0-0. t-0-0 4$8 4.2-0 1$-0 2-1_a 3-0 5.2.12 5.9-4 1-00-0 Scale. 1/4"-P 5x5 = 4x4 1 = _ _ 6 24 725 lb 14 -- 12 11 3x4 = 3x4 3x8 = 1.5x4 II 3x4 = 4x4 3x4 = LOADING (psi) SPACING- 2-0.0 CSI, TCLL 20.0 Plate Gnp OOL 1.25 TC 0.39 TCDL 10.0 Lumber DOL 1.25 BC 0.81 BCLL 0.0 Rep Stress Incr YES WB 0.37 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. lb/size) 2=1140/0-3.8, 9=114010.3-8 Max Horz 2=119(LC 10) Max Uplift 2=299(LC 12), 9=299(LC 12) OEFL. in (loc) Well Ud PLATES GRIP Ven(LL) -0.14 15.18 >999 240 MT20 244/190 Ven(CT) -0.29 15-18 >999 180 HOri(CT) 0.07 9 n/a n/a Weight: 146 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc puffins. BOT CHORD Rigid ceiling direly applied or 7-10-10 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-1998/696, 3-4=1716/603. 4-5=1495/588. 5.6=1696/688, 6-7-1289/534. 7-8=1511/555, 8-9=2000/637 BOT CHORD 2-15=554/1760, 14-15=393/1495, 12-14=-310/1294, 11-12=494/1736, 9-11=494/1736 WEBS 3-15-332/184, 4-15=104/473. 5-14=-699/292, 6-14=245/610. 7-12=120/408. 8-12=-525/218 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10: Vuft-140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCOL-3.0psf; h=25ft; 8=45ft; L=27ft; eave=oft; Cat. II, Exp 8; Encl.. GCp1=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-", Intenor(1) 2-0.0 to 8-10-8, Extenor(2) 8-10-8 to 15-8-0. Interior(1) 15-8-0 to 28-0-0 zone;C-C 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 nonconourrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will rn 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 (jl=lb) 2=299,9=299. D , 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 ofl,any electronic copies. JoatWgLXelezPE o. 8152 fc ti a, y37e , S . IfjcfLJ ert 886904'P,1ka`.Ea06A Ta FL_33610. iDate r "v January 25,2018 WARNING • Vadly das/gn perimeters and READ NOTES ON THIS AND INCLUDED WMI(REFERENCE PAGE a0).7173 rev. 101=01$ BEFORE USE. Design valid for use only with MRek® donnecors This design is based only upon parameters shown, and is for an individual building component, rat a truss system. Before use, the budding designer must verity the appl"bArty, of design parameters and property incorporate mis design WHO the overall budding design. Breang indicted is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent braang M:A- is always required for stability and to prevent collapse v dh possible personal injury and property damage. For general guidance regarding the M=5s fabncatim. storage, delivery, erection and braang of woes and truss systems, sea ANSUTP11 Quality Criteria, OSS49 and SCSI Building Component 6004 Parke East Blvd. Safety Information available from Truss Plate Institute, 216 N. Lee Street, Suite 312, Aleundna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hms/ Sorrento-AorC 2078 T13050513 P2078AC BS HIP 1 1 Job Reference tootionall Mid -Florida Lumber. Bartow. FL. 8.130 s Sep 15 2017 MTek Industries. Inc. Thu Jan 25 07:42.33 2018 Page 1 ID'LwgEfgAb9YkKfRKdr2TZXPzS7xJ-JTVgWBv8DgXXEXUOFJPWr5kayNzg9Pj?Lc02Mzrtgq 9-0.0 13 6 0 18-0-0 22-2-12 27.04 it-0-0 4.9-4 4-2-12 4$-0 4$0 4-2-12 44" 1 Scale - 1.47 2 Ix4 3x4 = 04 = 4 20 5 21 a 3x8 = 30 = 3xa = 04 = 4x4 9-0-0 18.0.0 2741-0 9-0.09.0-0 9-04 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 0.41 Vert(L-) 0.14 10-18 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.82 Vert(CT) 0.30 10.18 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.23 Horz(CT) 0.07 a n/a We BCDL 10.0 Code FSC2017/TPI2014 Matrix -MS Weight: 132 lb FT = 20% 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=1140/0.3.8, 8=1140/0-3-8 Max Horz 2=99(LC 10) Max Uplift 2=299(1-C 12), 8-299(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All toms 250 (lb) or less except when shown. TOP CHORD 2-3=1989/718, 3-4-1687/600, 4-5=1464/584, 5-6=1464/584, 6-7-1687/600, 7-8=1989/718 BOT CHORD 2-12=570/1756, 10-12=444/1606, 8-10=578/1756 WEBS 3-12=-349/228, 4-12=-126/494. 5-12=296/134. 5-10=296/134. 6-10=126/494, 7-10=3491228 Structural wood sheathing direly applied or 3-10.6 oc puriins. Rigid ceiling directly applied or 7-9.2 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf, h=25ft; B=45ft; L=27ft, eave=4ft, Cat. II; Exp B. End., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1-0.0 to 2-0.0, Interior(1) 2-0-0 to 9.0-0, Exterior(2) 9.0-0 to 22-4-11, Interior(l) 22-4-11 to 28.0.0 zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live bads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (it=lb) 2=299, 8=299. 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 o.0,any electronic copies. Joe IgVelerPENt1fi81d2QQr, ' QlliTf l§A, IgcFL art 6904'1111r; `EekFa Tafn 'FL•33810 January 25,2018 O WARNING - Vanity design parameters and READ NOTES ON TM AND INCLUDED NITEX REFERENCE PAGE NM17473 rev. 10/0=015 BEFORE USE. Design valid for use any with MTek® connectors. This design is baud only upon parameters Shawn, and is la an individual building component, not a truss system. Before use, the budding designer must verily, 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 and permanent br iong rs always required for stability and to prevent collapse with possible personal injury and propery damage. For general guidance ragarduig the 'ire1 fabrication, Storage, delivery, erection and bracing Of truaus and truss "this. sea ANSITPl1 Quality Criteria, OSB49 and BCSI Building component BOW Parke Fast BM Safety Information available from Truss Pate Institute. 218 N. Lee Straet. Sune 312. Alexandria. VA 22314. Tampa. FL 36610 Job Truss Truss Type Oty Ply Park Sq Hms/ Sorrento-AorC 2078 I T13050514 P2078AC 86 HIP 1 1 Job Reference footionall mio+tonaa Lumber. t5artow, I-L. 3-94 3.2-12 4.4-9 4-2.13 4x6 = 3x4 = 1 x4 11 4 21 522 23 24 625 8.130 s Sep 15 2017 MTek li iYkK(RKdr2TZXPzS7x,-nf3Xj 20-M 4-4-9 4x6 = 26 7 Inc. Thu Jan 25 07:42.34 2018 Page 1 1905hyre2hepbMibZZNsD?MZapzrgp 27-0.0 3-94 Scale = 147.2 14 -- iJ -- -- 1L -- -- 11 05 = 3x4 = 6x6 = 3x10 = 3x4 = 4x5 = LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.21 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber OOL 1.25 BC 0.80 Vert(CT) -0.43 12-13 >746 180 BCLL 0.0 Rep Stress Incr NO WB 0.44 Horz(CT) 0.13 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matnx-MS Weight' 1401b FT = 204A LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-12 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5.10.10 De bracing. WEBS 20 SP No.3 REACTIONS. (lb/size) 2=2022/0-3-8.9=2023/0-3-8 Max Horz 2=79(LC 6) Max Uplift 2=607(1-C 8), 9=-607(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3964/1173, 3-4=3757/1129, 4-5-4188/1293, 5.6=4211/1301, 6.7=4211/1301, 7-8=3759/1129. 8.9=3966/1172 BOT CHORD 2-14=978/3504, 13-14-894/3351. 12-13=-1161/4209. 11-12--894/3354, 9-11-978/3506 WEBS 3-14=265/98, 4-14 =71/604. 4-13=339/1134, 5-13=546/267, 6-12=517/273, 7-12=-345/1147, 7-11=71/611. 8-11=-265/98 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vasd-108mph; TCDL=4.2psf; BCOL=3.Opsf, h=25ft; B=45ft, L=27ft; eave=oft; Cat. 11; Exp B. End.. GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to beanng plate capable of withstanding 100 lb uplift at joints) except (p=1b) This item has been2=607,9=607. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 189 Ile down and 205 lb up at electronically signed and 7-0.0, 97 lb down and 106 lb up at 9.012. 97 lb down and 106 lb up at 11-0-12, 97 lb down and 106 lb up at 13.0-12. 97 lb down sealed by Velez, Joaquin, PE and 106 lb up at 13-11-4, 97 lb down and 106 lb up at 15.11-4, and 97 lb down and 106 lb up at 17-11-4, and 189 Ile down and 205 using a Digital Signature. lb up at 20.0-0 on top chord, and 327 lb down and 97 lb up at 7-0.0, 66111 down at 9.0-12, 66 ID down at 11-0-12, 66 lb down at printed copies Of thisp13-0-12. 66 Ile down at 13-11-4, 66 lb down at 15-11-4• and 66 lb down at 17-11-4. and 327111 down and 97 lb up at 19-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. document are not Considered 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as from (F) or back (B). Signed and sealed and the signature must be verified LOAD CASE(S) Standard On., e ctronic IeS. p1) Dead t Roof Live (balanced) Lumber Increase=1.25, Plate Increase=1.25 I• JoagigVelei'PENQ CZ8182Uniformloads (plf) Vert: 1-4=60, 4 7=-00, 7-10=60, 15 18-20 diTek ?SA, IrtcCert 6834 L„ 6904' SP1.' rlii`.EeitBlvdTefn fl'13610 January 25,2018 0 WARNING - Vortly design parametars and READ NOTES ON THIS AND INCLUDED WMK REFERENCE PAGE WP7473 rev. I&W/T615 BEFORE USE. Design valid for use only with UfTekto connectors. This design a baud only upon parameters sham, and is for an individual budding component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent tucking of individual truss web andiar 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. a" ANSIRPI1 Quality Criteria. OSS49 and SCSI Building Component $004 Parke East Blvd Safety Information available from Truss Plate Instaute, 218 N Lee Street, Suite 312. Alexandria. VA 22114. Tampa, FL 36610 Job Truss Truss Type Oy Ply Park Sq Hmsf Sorrento-AorC 2078 T13050514 P207BAC 88 HIP 1 1 all Mid -Florida Lumber. Bartow, FL. LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=142(F) 7-142(F) 30z41(F) 31=-41(F) 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 25 07:42.34 2018 Page 2 I D-LwgEfgAb9YkK0RKdr2TZXPzS7xJ-nf3XITCYVWy09O5hyre2hepbMlbZZNSD7MZepzrtgp 13=41(F) 14=327(F) 11=327(F) 21-97(F) 22=97(F) 23=97(F) 24=97(F) 25=-97(F) 26=97(F) 27=41(F) 28=-41(F) 29=41(F) ' QWARMNG - Varly design parameters and READ NOTES ON rNIS AND INCLUDED MITEK REFERENCE PAGE 11411-7473 rev. 10A03r2015 BEFORE USE. Design valid for use only with MTek* connectors This design is based only upon parameters shovm, orbit is for an individual buildup component. not a truss system Before use, the buildup designer must vent' the applicability or design parameters and property incorporate this design into the overall buildup design. Bracing indicated is to provers budding of individual truss web and%or chord members only. Additional temporary and permanent bracing 1141 wT' ' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, deWery, erection and bracing of trusses and truss systems, see ANSIrrP11 Ouallty CAteds, OSS49 and SCSI Building Component 6004 Parke East Blvd solely Information available from Truss Pita Institute, 21a N. Lee Street, Suds 3t2, Alexanans. VA 22314. Tamps, FL 36610 Job Truss Truss Type Oty Pyl:ob Sq Hms/ Sorrento-AorC 2078 T13050515 P207SAC C1 HIP 1 Mid-Flonda Lumber, Bartow, FL. 8 130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 25 07:42:35 2018 Page 1 1 D: LwgEfgAb9YkKfRKdr2TZXPzS7 xJ-Frdvwp0Agg4FmYglYgMtbuA5517F IOPOSf576Fzrtgo 14-4-0 I 196 12 } 25.2-8 t-0-0 5 fi 4 5 2-12 3-4-0 5.2-12 6.7-12 4z8 = 4x4 = Scale - 1 *43.3 3x4 = 1x4 II 3x4 = 3x4 =10 = 1x4 II 3x4 = LOADING (psf) SPACING- 2-0.0 TCLL 200 Plate Grip DOL 1.25 TCOL 1&0 LumberOOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC20171rP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7=1007/Mechanical, 2=107010-3-8 Max Horz 2=114(LC 11) Max Uplift 7=239(LC 12), 2-283(LC 12) CSI. DEFL. in (loc) t/defl Ud TC 0.34 Vert(LL) 0.07 11 999 240 BC 0.51 Vert(CT) 0.14 11-12 999 180 WB 0.39 Horz(CT) 0.06 7 n/a n/a Matrix -MS PLATES GRIP MT20 2441190 Weight: 130 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 8-3-10 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1852/612, 3-4-1343/507, 4-5-1138/498, 5-6=1343/507, 6.7-1826/603 BOT CHORD 2-12=501/1603, 11-12=501/1603, 9-11=292/1137, 8-9=478/1576, 7-8=478/1576 WEBS 3-11-543/240.4-11-91/350, 5-9-109/346. 6-9=-516/232 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuft=140mph (3-se and gust) Vasd=108mph, TCDL-4.2psf; BCDL=3.Opsf, h=25ft; 8-45ft; L=25ft; eave=oft; Cat. II, Exp B, End., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-0.0, Exterior(2) 11-0.0 to 14 4 0, Interior(1) 18-6-15 to 25-2-8 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 nonconeurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Tit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joinl(s) except qt=lb) 7=239,2=283. 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 op,any electronic copies. Iloa9' 'A,V letPENo:48182 07ef{ USA, Igc',Ft Cert,66 8904'PdikCBkd Te fL]]610 January 25,2018 O WARNING • Vadly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11e0-7473 rev. f0,a3rtdlS BEFORE USE. Design valid for use only with MiTekm connectors. This design is baud only upon parameters shown, and is for an individual building componem, net a truss system Before use, the budding designer must venly the applicability of design parameters and properly incorporate this design into the overall buildup design. Bracing indicated is to prevent buctdxlp of individual truss web and/or chord members only. Additional temporary and permanent bracing 11LAwT" is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the 5 kr• fabrication, Storage, delivery, erection and bracing of trusses and truss systems, see ANSVrPN Quality Criteria, OSB28 and BCSI Building Component 6004 Parke East Blvd. Sefaty Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexaridna. VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hms/ Sorrento-AorC 2078 I T13050516 P2078AC C2 HIP t 1 job Reference (optionall Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 25 07:42:36 2018 Page t ID:LwgEfgAb9YkK(RKdr2TZI(PzS7xJy2AH88EoR8C6OiF36Nt676j7Z9Pk1 xA9hJr"gn I 4.91 9.0-0 16-4-0 2t3 k 2 I 25.4-0 ?26-4,0 a94 4-2-12 7-" 4-2-12 4-9-4 4x6 = 4x8 = Scale = 1'44.5 Mb n e 4x4 = 3x8 = 30 = 3.4 = 4x4 = LOADING (psf) TCLL 20.0 TCDL 100 BCLL 0.0 BCDL 10.0 SPACING- 2 0 0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017fTP12014 CSI. TIC0.94 BC 0.75 WB 0.16 Matnx-MS DEFL. in Vert(LL) -0.15 Ven(CT) -0.33 Horz(CT) 0.06 loc) I/dell L/d 9-17 >999 240 9-17 >913 180 7 n/a n/a PLATES GRIP MT20 244/190 Weight 121 lb FT = 20eA LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 8-1-3 oc bracing. WEBS 2x4 SP No 3 WEBS 1 Row at midpt 5-11 REACTIONS. (lb/size) 2=1073/0-3-8, 7=1073/0-3.8 Max Horz 2=97(LC 10) Max Uplift 2=283(1.0 12), 7=283(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1832/667, 3.4=1545/560, 4-5=1340/551, 5-6=1545/560, 6.7=1832/667 BOT CHORD 2-11-523/1615, 9-11-347/1340, 7-9=531/1615 WEBS 3-11=321/209, 4-11=-45/402, 5-9=-49/402. 6-9=321/209 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10, Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Opsf; h=25ft; 8=45ft; L=25ft; eave=oft; Cat. II, Exp B; End., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 24)-0. Interior(1) 2-0-0 to 9-0-0, Exterior(2) 9-0-0 to 20-8-11. Interior(1) 20-8-11 to 26-4-0 zone,C-C for members and forces d 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-" 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 (jt=1b) This item has been2=283, 7=283. 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 o0,any electronic copies. lost,' 4irgVele>;'PE Q. 8162, IITef{ USA, IncwF Ceh 66U a'af`"F' 69Q4'P' rka`.EeLtBIvA Tafn AFL 13610 iDeta r January 25,2018 O WARNING • Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII.7473 rev. f0413Q01S BEFORE USE. i Owith MITesignvalidforuseonlywith isuconnectors. This design bad only upon parameters shown, and IS for an individual buildup Component. not a truss system. Before use. the building designer must vent' me appkcabl0ty, of design parameters and property incorporate this design into the overall building design Bracing rndiCated is to prevent buCkfrrig of individual truss web and/or chord members only. Additional temporary and permanent bracingMINTIt:A j1 rs always required for stability and to prevent Collapse with possible personal injury and property damage. For general guidance regarding the f5i e!! fabrication, storage, deWery. erection and bracing of trusses and truss systems, see ANSVr1311 Quality Crfrerla, OSS42 and SCSI Building Component 6904 Parke East 81W Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Akkandns, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oil ry P Park Sq Hms/ Sortento-AorC 2078 T13050517IP207SACC3HIP11 Job Reference liontionall Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 25 07:42:37 2018 Page 1 ID LwgEfgAb9YkK02Kdr2TZXPzS7xJ-BEkgLUFOCRKyOrgFf5OLgJGNiZhHmxalvzaDB8zrtgm I 39 4 7-0-0 10 9 15 t48t 18 4-0 216 12 ( 25 4-0 26 40 0 1-0-032.12 3.9.15 3.6.3 3-9.15 3-2-12 39-4 t-0-0 V_S Scale 2 1.44.5 4xS — 30 = 1x4 II 44 = 4 21 5 22 23 24 6 25 7 14 13 19 11 05 = 3x4 = 5x5 3x8 30 = 4x5 = LOADING (pso SPACING- 2 0 0 CSI. TCLL 20.0 Plate Gnp DOL 1.25 TC 0.59 TCDL 10.0 Lumber DOL 1.25 BC 0.99 BCLL 0.0 Rep Stress Iner NO WB 0.34 BCDL 10.0 Code FBC2017/rP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 REACTIONS. Ib/sae) 2=1887/0-3-8, 9=1888/0-3-0 Max Horz 2-77(LC 6) Max Uplift 2=567(LC 8), 9=567(LC 8) DEFL. in (loc) Well Ud PLATES GRIP Ven(LL) -0.18 12-13 >999 240 MT20 244/190 Vert(CT) -0.37 12-13 >832 180 Horz(CT) 0.13 9 n/a n/a Weight: 133 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-4 oc purlins. BOT CHORD Rigid Ceiling directly applied or 5-11-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3669/1086, 3-4--3456/1040, 4-5=3692/1146, 5-6-3714/1152, 6-7=3714/1152, 7-8-3459/1040, 8.9=-3671/1086 BOT CHORD 2-14-900/3243, 1314=814/3081, 12-13=-1012/3710, 11-12=-814/3084, 9.11=-900/3244 WEBS 3-14-268/101, 4-14=-73/598, 4-13-273/892, 5.13=-470/228, 6.12=-439/237, 7-12=-277/903, 7-11-73/604, 8-11 =268/100 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind• ASCE 7-10; Vu1t=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCOL=3.Opsf; 11=2511t; B=45ft; L=25ft, eave=4ft, Cat. II; Exp B; Encl.. GCpi=0.18, MWFRS (directional); Lumber DOL-1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live bads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fl between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to beanng plate capable of withstanding 100 lb uplift at joint(s) except (jt=Ib) 2=567, 9=567. 7) Hanger(s) or other connection devices) shall be provided sufficient to support Concentrated load(s) 189 lb down and 204 lb up at 7-0-0, 97 lb down and 106 lb up at 9-0.12, 97 lb down and 106 lb up at 11-0-12. 97 lb down and 106 lb up at 12-84), 97 lb down and 106 Ib up at 14-3.4, and 97 Ib down and 106 lb up at 16.3-4, and 189 lb down and 204 lb up at 18-4-0 on top chord, and 327 lb down and 97 lb up at 7-0.0. 66 Ib down at 9.0-12, 66 lb down at 11-0-12, 66 lb down at 1241-0. 66 lb down at 14-3-4, and 66 lb down at 16.3-4, and 327 lb down and 97 lb up at 18-3-4 on bottom chord. The design/selection of such connection devices) 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 (8). LOAD CASES) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14= W. 4-7=-60, 7-10-60, 15-18-20 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. JoliI tifelei:PEN6,018 NGTek u§A,,'10 =FLyt:eit esu: 6904' P.'rlia:Eeit BMd` Tafn ia'F L'3]610. January 25,2018 QWARNING . veft design pan ini and READ NOTES ON rNIS AND INCLUDED WTEK REFERENCE PAGE M I-7473 ray. f&VWO1S BEFORE USE. Design valid for use only with MTek® 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 verify the applicability of design parameters and property incorporate this design into the overall building design. Brsung ,ndiuied is to prevent burxlirg of individual truss web and/or chore members only. Additional temporary and permanent bratlng 114A:,T' is ahvays required for stability and to prevent Collapse wish possible personal equry and property damage. For general guidance regarding the L31rr isl fabrication, storage, deWery. erection and bracing of misses and Coss systems, see ANSVTPII Quality Criteria. OSS4 9 and BCSI Building Component 69W Parke East Blvd Safety Informalbn mdable from Truss Pate Institute. 218 N. Lee Street. Sude 312. Alexandria. VA 22314 Tampa. FL 36610 Job Truss Truss Type Oty Ply Park Sq Hms/ Sorrento-AorC 2078 T13050517 P2078AC C3 HIP 1 1 tiall Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 25 07 42.37 2018 Page 2 ID LwgEfgAb9YkKfRKdr2TZXPzS7xJ-BEkgLUFOCRKyOrgFf5OLgJGNiZhHmxalvzaDBBzrtgm LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 4-142(F) 7=142(F) 14=327(F) 5-97(F) 6=97(F) 12=41(1`) 11-327(F) 21=97(F) 23=97(F) 25-97(F) 26=-41(F) 27=41(F) 28=41(F) 29=41(F) O WARNING • Verify design pammarm end READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE UN-7473 ray. I&VW015 BEFORE USE ads Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual buddmg component, not a truss system. Before use, the budding designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Srsong indicated is to prevent bucldtng of individual truss web and%or chord members only. Additional temporary and permanent braarp is always required for stability and to "Ord collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss "am$, see ANSI/IPH Quality Criteria, OSS49 and SCSI Building Component 89W Parke East Blvd. Safety Information available from Truss Plata Institute, 218 N Lee Street. Suite 312. Mexandna, VA 22314. Tampa, FL 36610 Job Truss r, ss Type Oty Ply Park Sq Hms/ Somento-A&C 2076 T13050516 P2076AC CJ JACK 4 1all Lumber, Bartow, FL. 6.130 s Oct 26 2017 MTek Industries, Inc. Thu Jan 25 09 03 26 2016 Pogo 1 ID'LwgEfgAb9YkK82Kdr2TZXPzS7xJ-VIzw5_R 4aFZ4mt?fV4RvAlUxh2CTvv887oepXEznNF 1-0-0 t-0-0 1-0.0 LOADING (psf) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 TCDL 10.0 Lumber DOL 1.25 SC 0.03 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017frPI2014 Matnx-MR LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=149/0-4-0, 3-12/Mechanical, 4-1/Mechanical Max Horz 5=64(LC 12) Max uplift 5=44(LC 12). 3-12(LC 9). 4=16(LC 12) Max Grav Set 149(LC 1), 3=5(LC 10). 4=14(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:10.6 DEFL. in (loc) I/defl L/d PLATES GRIP Ven(LL) -000 5 >999 240 MT20 2441190 Ven( CT) 0.00 5 >999 180 Horz( CT) -0 00 3 n/a n/a Weight 6 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph, TCDL-4.2psf, BCDL=3.Opsf; h-25ft; B=45ft; L=24ft; eave=oft, Cat. II; Exp S; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left exposed ; end vertical left exposed;C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL-1.60 plate gnp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 44 lb uplift at joint 5, 12 lb uplift at joint 3 and 16 lb uplift at joint 4. 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 op, any electronic copies. kin Veliz-PE-N6,681a2, d7ek USA;'Irac fL Celt UU* 4944ki' EakBMd.Ttifn fl•33810. ifZab; r--- January 25,2018 AWARNING • Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11010-7473 rev. 10a13r2013 BEFORE USE. Desipn valid rot use only with MTek® connectors. This design is based only upon parameters sham, and is for an tndtindual building component. not a truss system. Before use, the budding designer must verity the appirobdlty, of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent bLKIMng of indrodual buss web and/or Gard members only. Additional temporary and permanent bracing Iµ.11.Q Ialwaysrequiredforstabilityandtopreventcollapsewnhpossiblepersonalinjuryandpropertydamage. For general guidance regarding the MOT fabrication, storage. delivery. ereGwn and bracing of trusses and truss systems, see ANSIRPII Quality Crheds, OS1349 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute. 218 N Lee Street. Suite 312. Alexandra, VA 22314 Tampa. FL 36610 Job Truss fuss Type Oy Py Park Sq Hms/ Sorrento-AorC 2078 JACK Tt3050519 P2078AC CJ1 18 1 Job Reference (optional) Mid -Florida Lumber, Banow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 25 07:42.38 2018 Page 1 ID:LwgEfgAb9YkKfRKdr2TZXPzS7xJ-gGl2YgF2zISpd?PSDovaCXogezGpVTBSSdKnjazngl 1-" o 1-0-0 1-0-0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 TCDL 10.0 Lumber OOL 1.25 8C 0.01 BCLL 0.0 Rep Stress Ina YES WB 0.00 BCDL 10.0 Code FBC20171rP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=10/Mechanical, 2=130/0-3-8, 4=0/Mechanical Max Horz 2=42(LC 12) Max Uplift 3-3(LC 9), 2-73(LC 12) Max Grav 3=11(LC 17), 2=130(LC 1), 4=12(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 110 2x4 = 1.0.0 1 N1 OEFL. in (loc) I/dell Ud PLATES GRIP Ven(LL) 0.00 5 >999 240 MT20 244/190 Ven(CT) 0.00 5 >999 180 Horz(CT) 0.00 2 n/a n/a Weight: 5 lb FT - 200A BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0.0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Wind ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; 8CDL=3.0psh h=25ft; B=45ft, L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;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 noneoncurrent 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) 3, 2. 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 op.any egctronic copies. I ti1iq'4ligrVeloz'PE Io;81ti Nr1eiC q' incSF Cent 88U6901'P'rka`.Eeit iA Td T--3 810 Dehe; . January 25,2018 mmG - varNy daslpn parameters and READ NOTES GN TNfS AND INCLUDED af1TEK REFERENCE PAGE 1110.7472 rev. 101=61 S BEFORE USE Oesrgn valid for use onty with Urfekm connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must venty the applicability of design parameters and property incorporate this design Una the overall building design Bracing indicated Is to prevent budding of individual truss web and/or chard members only. Additional lemporary and permanent bradrq IIIYI.aT" is always withforstabilityandtopreventcollapsewpossible personal injury and property damage. For general guidance regarding the ii 4411 fabrication, storage, delivery, erection and bracing of trusses and truss systems, toe ANSI1TPI1 Ouathy Criteria, OSS49 and SCSI Building Component 6904 Parke East and. Safety Information available hom Truss Plate Inadute, 216 N. Lee Street. Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hms/ Sorrento-AorC 20781 Tt3050520IP2078ACCJ3JACK16t Jo Reference loollonall Mid -Florida Lumber, Bartow. FL. 8 130 s Sep 15 2017 Mi rek Industries, Inc. Thu Jan 25 07 42:39 2018 Pagel 10:L"EfgAb9YkKfRKdr2TZXPzS7xJ4mOmAGgk3agF9 enWOplkUINblEwRbNH3KFOzngk 1-0-0 3." 1-0-0 3-0-0 Stale. 1"=1' 2x4 = LOADING (psf) SPACING- 2 0 0 CSI. DEFL. in loc) Udefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Ven(LL) 0.00 4-7 999 240 TCOL 10.0 Lumber OOL 1.25 BC 0.08 Vert(CT) 0.01 4-7 999 180 SCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matnx-MP LUMBER - TOP CHORD 2x4 SIP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=71/Mechanical, 2=188/0-3-8, 4=36/Mechanical Max Hors 2=74(LC 12) Max Uplift 3=34(LC 12). 2=-66(LC 12) Max Grav 3=71(LC 1). 2-188(LC 1). 4=52(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing direct' applied or 3-0-0 oc punins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL-3.Opsf; h=25ft; 13=45ft; L=24ft; eave=oft; Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1 0 0 to 2-0.0, Intedor(1) 2-0-0 to 2-11-4 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 2-0.0 wide will fa between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 3. 2. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified oq.any electronic copies. j64' in rVelez, P6N6,68182 tArTek SA, Igc fL eR 5831:1 _ 6904'P.ilie`lcaftBWV JefnI&FC.3361 January 25,2018 QWARNING • verify design paremafara and READ NOrEs ON TM AND INCLUDED aflrEK REFERENCE PAGE 01-7473 rev. 10103120IS BEFORE USE. Sat Design valid for use only v h MTek® connectors This design is based only upon parameters shderit, and is for an individual buildup component, not a truss eystam. Before use, the building designer must vent' the applicability of design parameten and property 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 pemunem bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the rn!il fabrication, storage, delivery, erection and bracing of trusses and truss Systems, see ANSInP1I Owlhy Criteria. OSS41 and BCSI Building Component 6904 Parke East SM. Safety Information available from Truss Plata Instdne, 21a N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Part Sq Hms/ Solrento-AorC 2078 T13050521 P207SAC CJ4 JACK 1 1 lootionall Mid-Flonda Lumber, Bartow, FL. 3x4 = 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 25 07:42:39 2018 Page 1 10 LwgEfgAb9YkKfRKdr2TZXPzS7xi-ScsOmAGgk3agF9_enWOplkLoINZ1EwRbNH3KFOzngk 4-7-8 4-7-8 Settle - 1.17.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Ven(LL) 0.03 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.05 3.6 >999 180 SCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FSC2017fTP12014 Matrix -MP Weight 15 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direly applied or 4-7-8 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling direly applied or 10-0.0 oc bracing. REACTIONS. (lb/size) 1=183/0.3-8, 2=123/Mechanical, 3=59/Mechanical Max Horz 1=76(LC 12) Max Uplift 1=21(LC 12), 2=-05(LC 12), 3=1(LC 12) Max Grav 1-183(LC 1). 2=123(LC 1).3=86(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10, Vuh=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=25ft; 8=45tt, L=24ft; eave=oft; Cat. II; Exp B; End., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) 0.O-0to 3-0-0, Interior(1) 3-0.0 to 4$12 zone,C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-" wide will fa 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. 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 c,pies. m VelerPE-N6:6ttd2 MiTe ?S(y Irjc_ F Ceit 66 . 6904'P.'rka`.Ea's•LBkQTa fL33610 January 25,2018 0 wARNiNG - va" design parameters and READ NOrEs ON THIS AND INCLUDED MTEK REFERENCE PAGE M47473 rav 1440/40/5 BEFORE USE. Design valid for use only, with MTek® Connectors This design is based only upon parameters shown, and is for an individual building Cornpoinard, not a truss system. Before use, the budding designer must verify the applicability of design parameters and property incorporate this design into the overall budding design Bracing indicated is to prevent budding of individual truss web and/or Chord members only. Additional temporary and permanent bracing A: is sways required for stability aria to prevent Collapse wah possible personal uqury and property dame". For general guidance regarding the SUM fabne2hon, storage, delivery. eredrdn And bracing of wisp and truss systems, see ANSUM1 Quality Criteria, OSS49 and SCSI Building Component 6004 Parke East Blvd. Safety Information available from Truss Pate Instaule. 218 N. Lee Street. Suite W. Alexandria. VA 22314. Tamps, FL 36610 Job Truss Truss Type oty Ply Perk Sq Hms/ Sorrento-AorC 2078 T13050522IP2078ACCJ5JACK151 Job Reference o do a Mid -Florida Lumber, Bartow, FL. S.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 25 07 42 40 2018 Page 1 I D.LwgEfgAb9YkKfRKdr2TZXPzS7xJ-cpOozWHI VMiXWzgLDx2lyuy9muNzNglcxpuoTzngi 740 5-0-0 2x4 = LOADING (pso SPACING- 2 0 0 CSI. DEFL. in loc) I/deg Ud TCLL 200 Plate Grip DOL 1.25 TC 032 Ven(LL) 004 4-7 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(CT) 0.06 4-7 988 180 BCLL 0.0 Rep Stress Inca YES WB 0.00 Horz(CT) 000 3 n/a n/a BCDL 10.0 Code FSC20171TP12014 Matrix -MP LUMEIER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP NO.2 REACTIONS. ( lb/size) 3-127/Mechanical, 2=264/0-3-8, 4=64/Mechanical Max Horz 2=108(LC 12) Max Uplift 3=64(LC 12), 2=-73(LC 12) Max Grav 3=127(LC 1), 2=264(LC 1).4=91(LC 3) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale a 1.17.0 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 directly applied or 10.0.0 oc tracing. NOTES- 1) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCOL-3.Opsf; h=25ft, 8=45ft; L=24ft, eave=aft; Cal. II; Exp 8; End., GCpi=O 18: MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2.0.0. Interior(1) 2-0-0 to 4-114 zone;C-C for members and forces 6 MWFRS for reactions shown, Lumber DOL-1.60 plate gnp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 3, 2. 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 e!Wronic copies. J, tlai igVNez PENo;6t118 tffekt1Sa,' IQc'FLCert6869Q1'F ilii'Ea tBkdTefn Fl•3]610. i0• iites '+ January 25,2018 Q WARNING - Vertry design pammerans and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 ray. 161=015 BEFORE USE, fit Oesign valid for use only won MiTekm 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 vent' the appliubdiry w Ofdesignparameters *no property mrporne this design into the overall budding design. Bracing intimated is 10 prevent buCdutg of individual truss web andlor chord members only. Additional temporary and permanent bracing IUA Iwr is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ??ii wJ fabrication• storage, delivery, erection and bracing of trusses and truss systems. see ANSVIP11 Quality Criteria, OSS49 and SCSI Building Component 6004 Parke Fast Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandra. VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply Park Sq Hms/ Sorrento-AorC 2078 T13050523 P207SAC D1 SPECIAL t t' all Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 25 07:42.41 201a Page 1 ID:LwgEfgAb9YkKIRKd2TZXPzS7xJ-4? ABslxFggOUT81uxTHg9OzwASdcgugbYRKvzngl 9.11-0 _ 11.10.9 13-116 16-0.3 t8-1-0 20.3-8 1-0 0 5-3-0 4.8-8 1-11-1 241.13 i4-13 2 13 2-2-8 Scale = 1:37.8 2x4 II 11 30 = Bxto = Sx5 II 8x10 MT20KS = 40 = 20 II 5x14 = 5x8 MT20HS i tm d zn „ f I ,1.,ag 11-t 2-0.13 2 13 2.0.13 2-2-0 i Plate Offsets (X Y- IS 0-3-12 0.3-41, Ill1dae.0-3-81.115:0-5-0 Ednel. 117:0.5-0.Edael LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deb L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 096 Vert(LL) 0.42 15-16 >582 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.88 Vert(CT) -0.72 15-16 >337 240 MT20HS 187/143 BCLL 0.0 - Rep Stress Incr NO WS 0.91 Horz(CT) 0.07 11 n/a n/a BCDL 10.0 Code F13C2017/TPI2014 Matnx-MS Weight: 368 lb FT = 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc purlins, 5-10: 2x4 SP No.10 except end verticals. BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 'Except" 10-11,3-17.3-5.6-15,7-14,8-13,9-12: 2x4 SP No.3 REACTIONS. (lb/size) 11-5533/0.3-8, 2=2397/0-8-0 Max Horz 2=1543(LC 8) Max Uplift 11-1954(LC 5), 2=510(LC 5) Max Grav 11=6575(LC 13), 2-2612(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3-5924/1250, 3-0-494/239, 5-16=780/254, 5-6=2586618266, 6.7=-25874/8269, 7-8=24846f7713, 8-9=-11258/3380, 9.10=-11258/3380. 10-11 =582411738 BOT CHORD 2-17-2560/6062, 16.17=7215/22186, 15-16=-7946/23843, 14-15=-7713/24846, 13-14=6193/20341, 12-13=6193/20341, 11-12=235/791 WEBS 3-17=1258/4390. 3.5=5660/1672, 5-17=1647514756, 6.15=-1496/486, 7-14=2116/710, 8-13=-99/390, 9.12=1474/416, 5-15=353/2257, 7-15=-615/1132, 10.12-3468/11541, 8-12=10011 /3101.8-14=-1675/4966 NOTES- 1) 3-ply truss to be connected together with IOd (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. This Item has beenWebsconnectedasfollows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to electronically signed and ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. Sealed by Velez, Joaquin, PE 3) Unbalanced roof live loads have been considered for this design. Using a Digital Signature. 4) Wind: ASCE 7-10, Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL-3.0psf; h=25ft; 8=45ft; L=24ft; eave=oft; Cat. Printed copies of this II; Exp B; Encl., GCpi=0.18; MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1.60 document are not Considered5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. signed and Sealed and the 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Signature must be Verified 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide op any electronic cQp!es. will fit between the bottom chord and any other members. 15otiq igVelez'PENo 81br 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (j1=lb) j1e11 1Spyy,'I*" • ` 6634 L„ _ 11-1954, 2=510. 8901'Pa'ilis'Es1tBNd.Tafn rfl'3381010) Girder carries tie-in span(s): 27-0-0 from 10-0-0 to 20-3-8 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such connection device(s) is the responsibility of others. January 25,2018 0 wARNING - vartly design parameters and READ NOTES ON THIS AND INCLUDED AUTEN REFERENCE PAGE 11aE7473 rev. fdAIMIS BEFORE USE. Design valid for use tally with Waist corineClore This design is bated only upon parameters shown, and Is for an individual building Component, not a truss system Before use, the budding designer muss verify the applicability of design parameters and property Incorporate this design into the overall budding design Bracing indicated is 16 prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stabilityand to prevent colapss with possible personal injury and property damage. For general guidance regarding the M41 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVrPI1 Quality Criteria, OSS29 and SCSI Building Component 6ao4 Parke East BhN. Safety Information available from Truss Plate Institute, 21a N Lee Street, Suite 312. AlexandM. VA 22314. Tampa, FL 36610 Job Truss Truss Type Oy Ply Park Sq HMS1 Sorrento-AorC 2078 T13050523 P2078AC 01 SPECIAL 1 Mid•Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 25 07:42:41 2018 Page 2 I0:L"EfgAb9YkKfRKdr2TZXP2S7xJ-42 ABslxFggOLIT81uxTHg90zwA56cgugbYRKvzrtgi LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase-1.00, Plate Increase=1.00 Uniform Loads (p") Vert: 1-4=40, 5.10-673, 2-11=13 Concentrated Loads (lb) Vert: 5=275 QWARMNO • Vadfy das/gn parameters and READ NOTES ON THIS AND INCLUDED aaTEK REFERENCE PAGE W14473 ray. 1010=015 BEFORE USE. r..>_ r Design valid for use only, won MRekO connectors. This design a based only upon parameters shown. and is for an individual budding componem, not a trues system Before use, the building designer must verity the applicability Of design parameters end property incorporate this design into the overall budding design Bracing indicated is to prevent bucking of individual truss web and/or chord members only. Additional temporary and permanent bracing WisaWaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems, Sea ANSIrrPl1 Quality Criteria, OS842 and SCSI Building Component 6904 Perm East Blvd. Safety Information available from Truss Pate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314. Tamps, FL 36610 Job Truss Truss Type Qy Ply Park Sq Hms/ Sorrento-AorC 2078 1 T13050524 P207SAC D2 HIP 1 1 job Reference loationall Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 25 07.42:41 2018 Page 1 ID:LwgEfgAb9YkKfRKdr2TZXPzS7xJ.4? ABslxfggOUT81uxTHg905gA8bo3ugbYRKvzrtgi 1-0-0 4-9-4 9-0 0 t 1$-0 1510.12 20-3-8 1 0 0 4-9 1 4-2-12 2$0 4.2.12 4-4•12 3 Scale - 1 35.1 4x4 IxB 4x4 4x4 = 34 = 3x4 = 4x1 = LOADING (psf) SPACING- 2-0.0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCOL 10.0 Code FBC2017frPI2014 CSI. DEFL. in (loc) Well Ud TC 0.46 Ven(LL) 0.14 10.16 999 240 BC 0.69 Vert(CT) 0.31 10-16 788 180 WB 0.18 Horz(CT) 0.03 7 n/a n/a Matrix -MS LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7=810/0-3-8, 2=873/0-8.0 Max Harz 2-94(LC 11) Max Uplift 7-192(LC 12), 2=237(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1404/529, 3-4-1092/411, 4-5-922/412, 5-6=1070/407, 6.7=1353/501 BOT CHORD 2-10=-441/1236, 8-10=220/906, 7-8=-399/1162 WEBS 3-10=365/229, 4-10--80/308, 5-8=52/264, 6-8=305/208 PLATES GRIP MT20 244/190 Weight: 100 lb FT - 20% Structural wood sheathing directly applied or 4-7-6 oC purlins. Rigid ceiling directly applied or 8-10.6 oe bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL-4.2psf, BCDL=3.Opsf; h=25ft; 8=45ft; L=24ft; eave=oft; Cat. 11, Exp B; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0.0, Interior(1) 2-0.0 to 9-0-0, Extenor(2) 9-0-0 to 11-", Interior(1) 16-0.11 to 20.3.8 zone;C-C for members and forces 3 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 nont oncurrent 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 3-64 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 upIr t at joint(s) except (jt=lb) 7=192,2=237. d 4 7 4 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 oQ,any electronic e,9pjes. lioa44.1ir4VeI' i PENo.A81d2_ MiTel{ USA, Inc!:f L' Cert 6854 8904'P fliiNhBW Tetfi 'FC33810 tte' rK5- January 25,2018 0 WARMING • Varlly, design panimafers and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE 114104477 rev. 1040"e1S BEFORE USE Design valid for use only with Mrtek® conneaofa. This design Is based only upon parameters shown, and is for an indivdual building component. not a truss system. Before use, the building designer must vent' the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent Welding of individual truss web and/or Chord members only Additional temporary and permanent bracing isis always required fdr stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 5 41 fabrication, storage, delivery. erection and bracing of wsess and truss systems, see ANSVMI Duality Criteria, OSBAS and SCSI Building Component 6904 Padre East Blvd. Safety Information available from Truss Pita Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oy Ply Park Sq Hms/ Sorrento-AorC 2078 T13050525 P2078AC D3 HIP 1 1 Job Reference footionall Mid -Ronde Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 25 07:42:42 2018 Page 1 ID LwgEfgAb9YkKfRKdr2TZXPzS7xJ-YBYZOCIZOyF6diOSe_MNzAnaS9ROD23F1 sLzrtgh 1-0-0 3 9 7-0-0 10'4-0 13$ 0 16-10-12 20.3 e 14w 3.94 3-2-12 3-4 0 3-0 3-2-12 3- 2 4x4 = 3x4 = 04 = Scale = 1 35.6 Md 4x4 4x4 = 3x8 = 3x8 = 4x5 = 7-0-0 1 i2038If 74.0 6-&0 8-7A l Plate OffsetsfX.YH 18:0.0-0.0.1-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.12 9-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.28 9-11 >863 180 BCLL 0.0 Rep Stress Incr NO WB 0.32 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight 100 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-&7 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-3-6 oc bracing. WEBS 20 SP No 3 WEDGE Right: 2x4 SP No.3 REACTIONS. (lb/size) 8=1499/0-3-8, 2=1537/0-8-0 Max Horz 2.75(LC 7) Max Uplift 8=431(LC 8). 2=467(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2924/867, 3-4=-27181815, 4-5-2422/758, 5-6=2362/743, 6-7=26301795, 7-8=2750/821 BOT CHORD 2-11-73812576, 9-11=745/2591. 8.9=686/2373 WEBS 3-11= 267/111, 4-11-170/833. 5-11-301/162. 5-9=3871188.6-9-154n71 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vutt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=25ft; 8=45ft; L=24ft; eave=4ft; CaL 11, Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber OOL=1.60 plate grip 001-=1 60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide will fit between the bottom chord and any other members. This Item lids been 6) Provide mechanicalconnection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=431, 2= 467. electronically signed and 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 sealed by Velez, Joaquin, PE 7-0-0, 97 lb down and 106 lb up at 94-12, 97 lb down and 106 lb up at 10-4-0, and 97 lb down and 106 lb up at 11-74. and 189 lb using a Digital Signature. down and 204lbupat134)-0 on top chord, and 327 lb down and 97 lb up at 7-0-0, 66 lb down at 940-12, 66 lb down at 104-0, printed copies Of this p and 66lbdownat11-7-4, and 327 lb down and 97 lb up at 13-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. document are not considered 8) In the LOAD CASE(S) section, bads applied to the face of the truss are noted as front (F) or back (B). Signed and Sealed and the signature must be verified LOAD CASE(S) Standard o(1.any electronic c9pies.!oagqNNiq,Velet:PENb; fi8182 1) Dead + RoofLive (balanced). Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pall) IiSA; Irtc Cert Vert: 1-4- 60, 4-6=-00, 6-8 =60, 12-15=20 MiTeft fL 66 Safe fL'•33fi10. Concentrated Loads (lb) 6904'P ika` EeitBlv'd S r----- Vert: 4-142( F) 6=142(F) 11-327(F) 5=97(1`) 9=327(F) 19=97(F) 20=97(F) 21=41(F) 22=-41(F) 23=-41(F) January 25,2018 QWARNING • Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7472 rev. 1"21201S BEFORE USE. Design valid rot use only with MTekm connectors This design is based only upon parameters shown, and is for an individual budding Component, net a truss system. Before use. the building designer must vent' the appbublhty of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual Coss web and/or chord members only Additional temporary and permanent bracing 111:A ' is always required for stability and to prevent collapse with possible personal rrqury and property damage For general guidance regarding the UU65 fabrication, storage, delivery• erection and bracing of Coates and Coss systems. see ANSUTPII Quality Crherta, OSS 49 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plea Institute. 216 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 30810 Job Truss Truss Type oy Park Sq Hms/ Sorrento-AorC 2078 IPly T13050526 P2078AC E1 COMMON 1 1 all Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 25 07 42 43 2018 Page 1 ID:LwgEfgAb9YkKfRKdr2TZXPzS7xJ-005xcYJ8nH46krdPOLVIvaWrg_wvAjKBlv1 YOnzngg to." I 1 r 1-0 0 5-0-0 5-0-0 4x4 = ox+ rI .,,.. .. Scale 1/2"21' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loe) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.37 Vert(LL) 0.01 7-8 999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.21 Ven(CT) 0.03 7-8 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 55 lb FT = 200A 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) 8=45704-0, 6=457/0-8-0 Max Horz 8=57(LC 11) Max Uplift 8=157(LC 12), 6=157(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=420/248, 3.4=420/248, 4-0=-413/330, 2-8=413/330 Structural wood sheathing directly applied or 6.0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vasa=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft, B=45ft; L=24ft; eave=oft; Cat. II; Exp B; Part. Encl., GCpi-0.55; MIAFRS (directional) and C-C Exterior(2) -1-0.0 to 2-0-0, Interior(1) 2-0-0 to 5-0-0, Exterior(2) S-0-0 to 6-0-0 zone; cantilever left exposed ;C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 344 tall by 2-0-0 wide will M between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=Ib) 8=157, 6=157. 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 o(1,any elpctronic copies. lJoac'tlgrVele:•PENo68162 iTeq'S . `IRcafL Ccrt 6834 6904'Pii-rki'Eak8lvdTafn FL_33610. January 25,2018 0 WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED h fTEK REFERENCE PAGE MIF7473 rev. 10AI)MOIS BEFORE USE. Design valid for use only With MTekS, COnnectom This design IS based only upon parameter shown, and is far an Individual budding Component, not a truss system. Before use, the budding designer must vent' the applicability of design parameter and property incorporate this design into the overall t Ouidmg design. Bracing Indicated IS to prevent budding of individual truss web and/or chord members only Additional temporary and permanent bracing raraQrIsswaysr"uved for stability and to prevent collapse With possible personal injury are property damage. For general guidance regarding the r ri s! fabrication, storage, delivery. erection and bracing of trusses and truss systems, ace ANSUTP11 Owlity Criteria, OSS49 and SCSI Building Component 6904 Parke East 81 A. Safety Information evadable from Truss Plate Institute, 216 N Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 38610 Job Truss Truss Type Oy Ply Park Sq Hms/ Sorrento-AorC 2078 T13050527 P2078AC E2 HIP 1 1 o all Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 25 07:42 44 2018 Page 1 IO-LwgEfgAb9YkK(RKdr2TZXPzS7xJ-Ua(JptKpYbCzLwsca30_So2gGOHev9GKWZn5xEzrtgf 7-0-0 to." 11-0.0 1-0-0 3-0 0 4.04 3-0-0 1." i 4x8 = 13 4 04 = 1 Sx4 11 Scale = 1.22.6 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/rP12014 CSI. TC 0.25 BC 0.18 WB 0.15 Matnx-MS DEFL. in Ven(LL) 0.01 Vert(CT) -0.02 Horz(CT) 0.00 loc) Wall Ud 8-9 >999 240 8-9 >999 180 7 We We PLATES GRIP MT20 244/190 Weight: 56 lb FT - 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc punins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=497/0.4-0, 7=497/0-8-0 Max Horz 10=39(LC 6) Max Uplrft 10=250(LC 8), 7-250(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-SO1/278, 3.4=411/267, 4.5=501/277, 5-7=469/256, 2-10=469/257 BOT CHORD 8.9=209/411 WEBS 5-8 =212/406. 2-9-213/406 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind, ASCE 7-10: Vuh-140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf,, h=15ft; 8=45ft; L-24ft; eave=oft; Cat. II; Exp B: Pan. End., GCpi=0.55; MWFRS (directional); cantilever left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at toint(s) except (P=lb) 10=250, 7=250. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 65 lb down and 182 lb up at This item has been3-0-0, and 9 lb down and 76 lb up at 5-0-0. and 65 lb down and 182 lb up at 7.0.0 on top chord, and 26 lb down and 30 lb up at 3-0-0. and 12 lb down and 13 lb up at 5-0-0, and 26 lb down and 30 lb up at 6-11-4 on bottom chord. The design/selection of such electronically signed and Connection device(s) is the responsibility of others. sealed by Velez, Joaquin, PE 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). using a Digital Signature. LOAD CASE(S) Standard Printed copies of this 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 document are not considered Undone Loads (pl) signed and sealed and the Van: 1-2=-60, 2-3=-60, 34=60, 4-5=60, 5-6=-60, 7-10=20 signature must be verified Concentrated Loads (lb) Vert: 3=18(F) 9=-14(F) 8-14(F) DoAny el(?ctronic _pies. 4=18(F) 12=-9(F) 14=-8(F) 1. J oa9q,l( grvelez'P&N.'-8182 SA, It10F %Cent 683/... 6904' P'rke.EetitBNd. Temcpta-fL_•33810. January 25,2018 QWARNING - Vaffy daslgn parameters and READ NOTES ON THIS AND INCLUDED bUTEK REFERENCE PAGE a111-7473 ray. 11"W01S BEFORE USE. Design valid for use only with WekO 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 venty the appirubrkty, of design parameters and property incorporate this design into the overall budding design. 8rsang indicated is to prevent bucking of individual truss web and/or chord members only. Additional temporary and permanent bracing MINK isalwaysrequiredfarstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the Uri I S fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVIPIt Quality Criteria, OSS49 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandna, VA 22314. Tampa, FL 38610 Job Truss Truss Type Ply Park Sq HITS/ Sorrento.AorC 2078 10ty T13050528 P2078AC F1 ROOF TRUSS 4 1 Job Reference m Mid-Flonda Lumber, barrow, FL. 0.1-8 H 1 14 4x6 = 2 O.1 Ju SJCi/ 14 LV 1 r"I"' I ........II iV. 111 ii LJ / L ray. IO:LwgEfgAb9YkKfRKdr2TZXPzS7xJ-ymOh00LRJvLgz4Ro7mXO??bfHnURePFUIO%Wrgznge W121 3x4 = 3x8 FP = 3x3 = 1 x3 11 3x3 = 3 4 5 6 7 Scale - 1.33.8 3x3 = 3x4 = 44 = 54 = 8 9 10 11 QT 2x4 II Sx8 = 4x8 = 30 = 3x3 = 114 II 3x3 = 30 = 4x8 = 3x8 FP = 3x3 II 5x6 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) I/de0 Ud TCLL 40.0 Plate Grip OOL 1.00 TC 1.00 Ven(LL) .0.39 18 >613 360 TCDL 10.0 Lumber DOL 1.00 BC 0.71 Ven(CT) -0.54 18 >447 240 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(CT) 0.09 12 n/a n/a BCDL 6.0 Code FBC2017/rP12014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.21)(flat) TOP CHORD BOT CHORD 2x4 SP DSS(Oat) 'Except' BOT CHORD 12-14 2x4 SP No.2(Bat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/sae) 23=1566/0-&0, 12=121010-3-8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-23=1532/0, 11-12=1203/0. 1-2=1550/0, 2-3=3838/0, 3-5=5122/0, 5.6=5496/0, 6-7=5496/0, 7-8=5262/0, &9=4501/0, 9.10=3173/0, 10.11=1248/0 BOTCHORD 21-22=0/2841, 20.21=0/4607, 19.20=0/5425, 1&19=0/5496, 17-18=0/5496, 1&17=0/5017, 1S-16=0/3959, 13-15=0/2362 WEBS 11-13=0/1662, 1-22=0/2107, 10-13L1549/0, 2-22=1796/0, 10-15=0/1129, 2-21=0/1386, 9.15=-1093/0, 3-21=1070/0, 9-16=01754, 3-20=0/717.8-16=718/0, 5.20=-479/0, 8-17=-27/521, S-19=313/500, 7-17=602/156 PLATES GRIP MT20 244/190 Weight. 106 lb FT - 20%F, 11 %E Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10.0.0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) CAUTION, Do not erect truss backwards. 4) 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 + Floor Live (balanced). Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (ptf) Vert. 23.26=85(F-75), 12-26-10, 1-11-100 QWARNING . Vadly design parameters and READ NOTES ON TNIS AND INCLUDED M/TEK REFERENCE PAGE M147473 rev. 16MI201S BEFORE USE. Design valid for use only will Mrek®cimnecton. This design is based only upon parameters shown, and is for an individual buildup component, not a vuss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design ueo the overt building design. 8rscing indicated is to prevent bidding of individual truss web WWI*( chord members only. Additional temporary end permanent bracing is always required for stability and to prevent co0apse win possible personal injury and property damage. For general guidance regarding the fabrication, storage, dewery, erection and bracing of trusses and truss systems, see ANSVTPN Quality CrlteAa, OSS49 end SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. 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 op any elgctronic 99pies. lyoiiq}ir(Velez'PENo;j818U MiTe t tSA,`Itxc^F Uri 8R34 .._ 6900 rrkee`Ea4l8hd Tafn FL33610, January 25,2018 8904 Parke Fast SM. Tampa, FL 36610 Job Truss Truss Type Oy Ply Park Sq Hms/ Sorrento-AorC 2078 T73050529 P2078AC F2 ROOF TRUSS 10 1ob Reference (optional) NIno-rioncia LUMBer, UanOw, rL. f— 1-3-0 I a.1JU S Sep 15 2U11 MI I eX InOUStnes• IOC. I nu Jan 25 07:42:46 2016 Paget ID:gR7GTgtGeHxJkx7yRAMorSyENlx-Rzn3EZL34CThbE0 hU2SX08vBBpFNzed_tGC76zngd Scale = 1:26.5 4x4 = 34 = 3x3 = lx3 II 3X3 = 3x3 = 3x3 = 14 14x6 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 12 34 II 4X5 = 3x3 = 34 = 14 II 3x3 = 3x3 = 4x4 = 310 = 2-9-0 5.3-0 + tDRB t3.2A I 75-tt-9 2-9-0 2$-0 5.5-e 2.8•.0 2-9.0 Plate Offsets (X.YI— It Edoe.O 1 81.18:0 1 8.Ed0el LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ltd PLATES GRIP TCLL 400 Plate Grip DOL 1.00 TC 0.61 Vert(LL) -0.17 12-13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.81 Vert(CT) -0.23 12-13 >816 240 BCLL 0.0 Rep Stress Iner YES WB 0.55 Horz(CT) 0.04 9 n/a n/a BCOL 5.0 Code FBC2017/rP12014 Matnx-S Weight: 84 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2X4 SP No.2(nat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No. 1(nat) except end verticals. WEBS 2x4 SP No.3(nat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oe bracing. REACTIONS. (lb/size) 17=864/Mechanical, 9=858/0-3-8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17 860/0, 8-9=-053/0, 1-2=-060/0, 2-3=205410. 3-4=2774/0, 4-5=2774/0, 5.6=2671/0, 6.7=2069/0, 7-8=856/0 BOT CHORD 15.16=0/1614, 14-15=0/2489, 13-14=012774. 12-13=0/2774, 11-12=0/2509, 10-11=0/1607 WEBS 8-10=0/1104, 1-16=0/1145, 7-10=1044/0, 2-16=1049/0, 7-11=0/642, 2-15=0/612, 6.11-612/0. 3.15=-005/0, 6-12=0/333, 3-14=0/581, 5-12=368/108 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 OC and fastened to each truss with 3-1 Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backyards. 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 o0,any elgctronic pies. tloii Vela,PC-N6,6,8182 Tek 1SA, IrtcL Cart 86 6904'P,Aiki:EeitBlvd efn ;-'FL'•13810. January 25,2018 0 WARNING - Verily deal. Param t. end READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE 10111167473 ray. 1"&2015 BEFORE USE. Design valid for use only with MTelc® connectors. This design is based only upon parameters shown. and is for an individual building Component, not a (fuss System Before M. the buildup designer must verity the applicability of design parameters and properly in rate this design into the overall budding design. Gracing 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 COGpse with possible personal injury area property damage For general godanea regarding the 15i ffii fabrication. Storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-e! and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Pima Insihuie, 218 N Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 366to Job Truss Truss Type oty Ply Hms/ Sorrento-AorC 2078ParkSq T13050530 P2078AC f2A GABLE 1 1 i a Mid-Fionda Ltlttlber, 98111Ow, FL. is,ijusSepitizui/miieKinaustnes,inc. IOU Jan ZD O/ 4Z:4b Zulb Yege 1 I0:gR7GTgtGeHxJkx7yRAMorSyENlx-Rzn3EZL34CThbEO hU2SXD81UB7gN5hd tGC?6zngd 0110 Scale a 1.26.5 3 4 5 6 7 a 9 10 11 12 27 qT 26 25 24 23 22 21 20 19 16 17 16 15 14 3x3 II 3x3 = 744 8.1.0 1." • 140 • 140 • 140 • 1-34 0" • 0.7.8 06-4 01.4 1.2-8 1-" 140 140 140 140 LOADING (psf) SPACING- 240-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 40.0 Plate Gnp DOL 1.00 TC 0.08 Vert(LL) n/a n/a 9" MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999 SCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 14 n/a n/a BCDL 5.0 Code FBC2017/rP12014 Matrix-R Weight: 71 lb FT - 20%F, I I%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing direly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling direly applied or 10-" oc bracing. OTHERS 2x4 SP No.3(ftat) REACTIONS. All bearings 15-11-8. lb) - Max Grav All reactions 250 lb or less at /oint(s) 26, 14, 20, 15, 16. 17, 18. 19, 25. 24, 23. 22. 21 FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-" cc and fastened to each truss with 3-10d (0.131" X 3") nails. Sirongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 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 o0,any elpctronic gpies. Lloa 61- Vele;•PEN"Al192, Miie(I J§(±y'Ific Cert 6l 69W'P rki'Eeitehd Ta fL'•13610. January 25,2018 AWARNING - Vedly Malin parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERENCE PAGE a1111.7473 1"&20/5 BEFORE USE. Design valid for use only with UrrekS 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 verity the applicability of design parameters and properly incorporate mis design into the overall budding design. Bracing indicated is to prevem budding of individual truss web and/or Chord members only. Additional temporary and permanent bracing IIJIMT' lir is always required for stability and to prevent Collapse with possible personal injury and properly damage. For general guidance regarding the 5 i lJ fabrication, storage. delivery, erection and bracing of trusses and sou systems, see ANSVTPII Quality Criteria, OSS49 and SCSI Building Component 6904 Paulus Fast 8IW Safety Information available from Truss Plate Institute, 216 N. Lee Street, Suite 312. Alexendna. VA 22314 Tampa, FL 36610 Job Truss Truss Type QN Perk Sq HMS/ Sorrento-AorC 2078 1PIy T13050531IP2078ACF3ROOFTRUSS11 Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc Thu Jan 25 07:42:47 2018 Page 1 ID gR7GTgtGeHxJkx7yRAMorSyENlx-v9LSRvMhMbYCObAFBZh4Og5bbAd603nDX?IXZzrtge F-1.2= —1 0}i6 14x6 3x3 = 3x3 = 1x3 II 34 = 34 = 34 = 2 3 4 5 6 7 16 15 14 13 12 11 10 4x5 = 3x3 = 34 = 1x3 II 3x3 = 34 = 4x4 = Scale = 1261 4x6 8 qt 9 34 = i 2-9-0 N5.3.0 ! 1D-5-9 12-11.9 1 15." 2-9-0 2 5.2-8 2.6.0 2-94 Plate Offsets (X.Y>- WEdoe.0-1.81 LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip OOL 1.00 TC 0.56 Vert(LL) -0.16 12-13 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.73 Vert(CT) -0.21 12-13 >874 240 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT) 0.04 9 n/a n/a BCOL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 83 lb FT - 20%F, 11%E LUMBER- BRACING. TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 640-0 oc purllns, BOT CHORD 2x4 SP No. 1(fiat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. (lb/size) 17=850/Mechanical, 9=850/Mechanical FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=846/0, 8-9=844/0, 1-2=844/0, 2-3=2011/0, 3-4=2691/0, 4-5=2691/0, 5-6=2599/0, 6-7=2026/0, 7-8=839/0 BOT CHORD 15.16=0/1584, 14.15=0/2431, 13.14=0/2691, 12-13=0/2691, 11-12=0/2449, 10-11=0/1580 WEBS 8-10=0/1117, 1-16=0/1123, 7-10=1030/0, 2-16=1030/0, 7-11=0/620, 2-15=0/594, 6.11=589/0, 3-15=583/0, 6-12=0/312, 3-14=0/538, 5-12=338/112 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 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 oo-any electronic Copies. loaQQ i{igVelez'PENo.A818M IiTefi US" '1i1C':fLevert 66U 6904'P,IfrliiEaitBMd Tefn 1fL'. 3610 Deter -ti — January 25,2018 0 WARNING • Verily, des/gn pam"fers and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 01.7471 rev. 100113,2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is baud only upon parameters shown, and is far an individual building component, not a truss system. Before use. the buildup designer must verily the appkrabddy of design parameters and property incorporate this design Into the overall buildup design Bracing rrldrrated is 10 prevent budding of individual truss web and/or Uiord members only. Additional temporary and peanarlent braatng IttA' liY Is always required for stability and to prevent co941pse with possible personal injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing 0f truces and taus systems, see ANSITPH Quality Criteria, 05829 and SCSI Building Component 904 Parke Fast Blvd Safety Information available from Truss Plata Institute, 21e N. Lee Street, Sune 312. Alexandria. VA 22314. Tamps, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hms/Sorrento-AorC 2078 I Tt3050532 P207SAC F3G ROOF TRUSS 1 1 ReferenceJob (optional) Mlo-Flonaa Lumber, Bartow, FL. 1x3 II 1x3 II 3x7 = 34 = 1595 2 3 4 5 20 19 16 17 16 15 3x3 II 4x5 = 3x4 = 34 II 34 = 3x3 = o.t su s sep to zut r reInc.1 i en InGusines. InI nu ,Ian zo ur.4z 41 zutb rage i ID: gR7GTglGeHxJkx7yRAMorSyENlx-v9LSRvMhrMYCObAFBZh4OgORbAv6M 1 nOX?IXZzngc I 1.5-8 I Scale = 1:261 3x3 = 3x3 = 3x3 8 7 8 14 13 12 11 1x3 II 1x3 II 3x3 = 4x5 = 26. 12 0.11 0. A 12-1-0 Plate Offsets (X.YI-- 11•Edoe.O.1-81. f18.0.1-8.Edoel. 119,0-1-8.Edae1 LOADING ( psf) SPACING- 2.40 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.89 Vert(LL) -0.21 14-15 >865 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.71 Vert(CT) -0.29 14-15 >633 240 BCLL 0.0 Rep Stress Incr NO WB 0.79 Horz(CT) 0.04 10 n/a n/a BCDL 5.0 Code FBC2017f rPI2014 Matnx-S Weight: 87 lb FT = 20%F, 1146E LUMBER- BRACING. TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5.2-7 cc purlins, BOT CHORD 2x4 SP DSS(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. ( lb/size) 20=981/Mechanical, 10=888/Mechanical FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=1066/0, 9-10=-U7/0, 1-2=1274/0, 2-3=1274/0, 3-4=1274/0, 4-5=2648/0, 5- 6-2936/0, 6.7=2760/0, 7-8=2137/0, 8-9=885/0 BOT CHORD 18-19=0/1274, 17-18=0/2353, 16-17=0/2353, 15.16=0/2950, 14-15=0/2760, 13.14-0/2760, 12- 13=0/2760, 11-12=0/1651 WEBS 4-17=0/353, 1-19-0/1664. 4-18=1429/0. 2-19=517/0. 3-18=0/339, 9-11=0/1179, 4- 16=0/398, 8-11 =1064/0, 5.16=-427/0, 8-12=0/676, 7-12-897/0. 6-15=0/417, 6- 14=-357/0,7-13=01380 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge• spaced at 10.0.0 cc and fastened to each truss with 3-1Od (0.131` X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support Concentrated load(s) 169 Ill down at 3-7-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) This item has been LOAD CASE(S) Standard electronically signed and 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 sealed by Velez, Joaquin, PE Uniform Loads (plf) using a Digital Signature. Van: 10.20-10. 1-9-100 Printed copies Of this ConcentratedLoads (lb) Vert: 17-169(F) document are not considered signed and sealed and the signature must be verified op any electronic copies. r, a vaaPENG:ss a2 IrTek USA;'Irjc'tfL Veit 6834:3.._ 6901' P,efiki'EaitBN'd Ta1F fl•33610. i0ata r '1 January 25,2018 WARNING • Verify design parameters and READ NOTES ON MIS AND INCLUDED MX REFERENCE PAGE 11IF7473 rev. /0AUQ015 BEFORE USE. Rtr DesignvalidforuseonlywithMiTekalaconnectors. This design is based only upon parameters shm, and Is for an individual building comon pent• neta trusssystem. Before use, the budding designer must verity the appbcaahtyofdesign parameters and properlyincoryorale this design Una me overall budding design. Bracing indi ated is to prevent buckling of individual truss web and/or Chord members only. AdddWnol temporary and permanentbracingrs alwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of trusses and truss systems, ace ANSIRPIt Quality Criteria, OSS49 and SCSI Building Component 6904 Paste East Shod. Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36640 Job Truss Truss Type Oy Ply Park Sq Hms/ Sorrento-AorC 2078 T13050533 P2078AC F4 ROOF TRUSS 5 1 Uall Mid -Florida Lumber, Barlow, FL. S.130 s Sep 15 2017 MiTek Industries, Inc Thu Jan 25 07:42:48 2018 Page 1 ID LwgEfgAb9YkKfRKd2TZXPzS7xJ-NLvgtFNKegjPqYANpv5wceDlu?cbnawRBIJ4?zrtgb 0.18 H H 1-3-00 1-84 Scale = 1:18.1 3x3 = 110 II Ix3 II 3x3 = 3x8 = 13X — 2 3 4 5 6 a map 11—Y Y Y Y—Y R 1 M 1 LOADING (psf) SPACING- 2 0 0 CSI. DEFL. in loc) I/deb Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.40 Ven(LL) 004 8-9 999 360 TCDL 10.0 Lumber DOL 1.00 SC 0.37 Ven(CT) 0.05 8-9 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(CT) 0.01 7 n/a n/a SCOL 5.0 Code FBC2017/rP12014 Matnx-S LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD BOT CHORD 2x4 SP No 2(flat) WEBS 2x4 SP No.3(flet) 'Except' BOT CHORD 1- 12,6-7: 2x4 SP N0.2(flat) REACTIONS. ( lb/size) 12=529/041-0, 7=529/03-8 FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=525/0. 6-7=525/0, 1-2=455/0, 2-3=1029/0, 3-4=1029/0, 4.5=-1029/0. 5- 6=474/0 BOT CHORD 10.11=0/865, 9.10=0/1029, 8-9=0/880 WEBS 6-8=0/631, 1-11=0/618, 5-8--566/0, 2-11-571/0, 5.9=0/341, 2-10=0/354 3x3 II PLATES GRIP MT20 244/190 Weight: 53 lb FT = 20%F, 11 %E Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) CAUTION, Do not erect truss backwards. 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. oa; 99}y1li11,Velivpk lo;ft818a pll7e C tSFy Iljc f L' ert 6634 - 6904'P w,-.—E 06k-d:T6rn 'FG33610 iDete r—_ January 25,2018 AWARNING - Vartry design parameters and READ NOTES ON THIS AND imcLUDED M1rEK REFERENCE PAGE Ilfli-T473 rev. 1"31201S BEFORE USE. Design valid for use only with MUM connectors. This design is based only upon parameters shown, and is for an individual building component. not a truss system Before use, the building designer must vent' the applicability of design parameters and property incorporate this design into the oven building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M.AQ kf isawayfrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, Storage, delivery, eraction and bracing of trusses and truss systems, see ANSIRPII Owlhy Criteria, OSS49 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tamps, FL 36610 Job Truss ssTypeOty Py Park Sq Hms/ Sorrento-AorC 2078T73050534TGABLEP2078ACF4A11 job Referencei Mid -Florida Lumber, Bartow, FL. 3x3 11 1 x3 11 1 x3 11 1 2 3 19 17 16 3x3 11 tx3 II 1x311 u.13o s bep 15 Zo17 mi l ek Inausmes, Inc. 1 nu Jan ZS Ur:4Z:4VZUtb rape 1 I D:L"EfgAb9YkKiRKdr2TZXP2S7xJ-rYTCsbOyN7rGSrdZMoc9gnnYfPOMZS03grUseRznga 1 x3 11 1 x3 11 1 x3 11 1 X3 I I 14 11 3x3 I I 4 5 6 7 a 9 15 14 13 1x3 II 1411 1x3 II 12 11 10 t x3 11 1 x3 11 34 11 Scale a 1.17.5 LOADING ( psf) SPACING- 24)-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 40.0 Plate Gnp DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 10 n/a file BCDL 5.0 Code FBC2017/rP12014 Matnx-R Weight 46lb FT = 20%F, 1146E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing direly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(Oat) REACTIONS. All bearings 9-6-12. lb) - Max Grav All reactions 250 lb or less at joints) 18, 10, 14, 11, 12. 13, 17, 16, 15 FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spared at 1-4-0 oc. 4) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-1Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means 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 op, any egctronic e.9pies. Jo ia IgveleZ-PB tr681d2, 69110' P'rki`.C kBktivTe,;fL 13610. Ueta r -ti January 25,2018 AWARNING- Varrly daalgn paramehirs and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE aaf 7473 ray. 1"31201S BEFORE USE. Damon valid for use only with Mrrak® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the bulldog designer must vent' me applicability of design parameters and properly incorporate this design She me overall building design. Bracing indicated is to prevent budding of indmdual truss web and/or chord members only Additional temporary and permanent bracing IItII. T is & Mays required for stability and andto prevent collapse with possible personal injury and property damage. For general guidance regarding the 41 fabrication, storage, delivery, erection and bracing of trusses are truss systems, see ANSUTP11 Quality Crbarla, OSS49 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss cuss Type Oy Ply Panc Sq Hms/ Sorrento-AorC 2078 T13050515 P2078AC F5 ROOF TRUSS 1 1Job Reference (optional) mio+ionaa Lumber, tsanow. I-L. 0.1-8 H 1-3-0 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 25 07:42:49 2018 Page 1 ID:LwgEfgAb9YkKfRKd2TZXP2S7x,FrYTCsbOyN7rGShtZMoc99rmKaPpXZNC3grUseRznga 1 Scale =1 , 19.6 3x3 II 3x4 = 3x3 = Ix3 II tx3 II 3x3 = 3x4 = 3x3 II 1 2 3 4 5 6 15 7 16 6 3x6 = LOADING (psf) SPACING- 2 0 0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0.98 TCDL 10.0 Lumber DOL 1.00 BC 0.83 BCLL 0.0 Rep Stress Incr NO WB 0.37 BCDL 5.0 Code FBC2017/rP12014 Matrix-S 34 = DEFL. in (loc) I/deb L/d I PLATES GRIP Vert(LL) -0.09 10.11 >999 360 MT20 244/190 Vert(CT) -0.11 10.11 >999 240 Horz(CT) 0.03 9 n/a n/a Weight: 65 lb FT = 20eAF, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No. 1(flat) TOP CHORD Structural wood sheathing directly applied or 4-10.14 oc purlins, BOT CHORD 2x4 SP No.2(8at) except end verticals. WEBS 20 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. lb/size) 14=70211-10-8, 9=979/Mechanical Max Grav 14=702(LC 1), 9=1134(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=1180/0. 3-4=1819/0, 4-5=1819/0, 5-6=1819/0, 6-7-1531/0 BOT CHORD 13-14=0/743, 12-13=0/1594, 11-12=0/1819, 10.11=0/1853. 9-10=0/1156 WEBS 7-9=1539/0, 2-14=989/0, 7-10=0/595, 2-13=0/609, 6-10=544/0, 3-13=57610. 6-11=355/285, 3.12=0/563, 4-12=280/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 347 lb down at 8-11-4, and 349 lb down at 10-11-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 5) 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 + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (prl Vert: 9-14=10, 1-8=100 Concentrated Loads (lb) Vert: 15=201(13) 16-202(8) 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 op,any electronic e4pies. I9ot(' inrVelez'PENg881tiZ' IIiTe?§A, IOc.:FL Cert 6834 6904'P ili'i EeitBAd Tafn.,-'FL'•1]BtU pate"r January 25,2018 O WARNING • verify design parameters and READ NOTES ON THIS AND INCLUDED MI rEK REFERENCE PAGE 1101114473 rev. 1"JaOIS BEFORE USE. Oesign valid lot use only with MrTekib connectors. This design is based only upon parameters shorn, and is for an individual building component, not a truss system. Before use, the building designer must verily the applicability of design parameters and pfopa y, 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 pennanem bracing IUJI.MT"' is s Ways required for stabday slid to prevent collapse WM possible personal injury and property damage. For general guidance regarding the i 11llLL rabn OSIM, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, OSS49 and SCSI Building Component 6904 puke Fast Blvd. Safety Information available from Truss Plea Institute. 218 N. Lae Street. Suite 312. AlexandM. VA 22314 Tamps. FL Mato Job Truss Truss Type 0ty Ply Park Sq Hms/ Sorrento-AorC 2078 1 T13050536 P2078AC F6 ROOF TRUSS 2 1 Job Reference t' Mid -Florida Lumber. Bartow. FL 10 9 a.1 Ju s Sep 1 o zu1 l Mt I eK Inaustnes. I11C. f nu San za uvgz:au zulb r-age i ID:LwgEfgAb9YkKfRKdr2TZXPzS7xJ-Jkt a4xPa8Rz64rKIwJ7Oi3lifoLHluVDvVE08tutgZ 34 = 0.1-8 H 3,P = 1-3-0 2 atplll 0-10-12 3px3 II 4 Scale - 11.4 Ix3 II 3x3 II LOADING (psf) SPACING- 2-0.0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017rrPI2014 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(Ilat) REACTIONS. (lb/size) 8-211/0-7-4. 5=21 1 /Mechanical 4-1.1 ( 4-1-12 CSI. DEFL. in loc) I/dell Ud TC 0.13 Ven(LL) 0.00 6 999 360 BC 0.10 Ven(CT) 0.01 6 999 240 WS 0.11 Horz(CT) 0.00 5 n/a n/a Matnx-S FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 26 lb FT - 20%F, 11%E BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-12 Oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 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 o fl.any elgctron(c copies. Joaq b%tvelet'PENo 8182 MiTek U§A, IrAc'>fLyLen 68 .... 6'J011'Pgiki EeitBly 11b AFL, 610i etc r— ti January 25,2018 O WARNING . Verily design parameters and READ NOTES ON THIS AND INCLUDED WMK REFERENCE PAGE AlW7473 rev. laft=61S BEFORE USE. Design valid tar use only with Mrrek® connectors. This design is baud only upon psrsmetem shown, and is for an indrAdual buildup component. net a truss system Before use. the buildup designer must venty the applruWldy of design parameters and property Incorporate tins design into the overall buildup design. Bracing indicated is to prevent budding of rndrvidwl truss web andlor Chord members only Additional temporary and permanent bracing ' is alvrays required for stability and to prentvecola lia wan possible personal miury and property damage. Far general guidance regarding the fabrication. Storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, OSS4 9 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 Hms/ Sorrento-AorC 2078 T13050537 P2078AC F7 ROOF TRUSS 1 1 o(optionall mio+tonua Lumber, US1110w, I-L. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 25 07:42:50 2018 Page 1 ID:gR7GTgtGeHxJkx7yRAMorSyENlx-Jkl a4xPa8Rz64rKlwJ7Oi3lipoLmlusDvVE08tzrtgZ 34 = 1 34 = 2 1.3 11 3 1 x3 11 4 Scale - 11.4 3x3 = 3x3 = 8 7 6 5 34 II 1." i 34 II fro 2-00 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 Ven(LL) -0.00 7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.06 Ven(CT) -0.00 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017rrP12014 Matrix-S Weight: 25 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(8at) TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, BOT CHORD 20 SP No.2(8at) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=179/Mechantcel, 5=179/Mechanical FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 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 00 any electronic C9pies. l4oaq igrVelesYPENo. 8182j 1Te i§A,Inc'FL M U,- v 8904'P rki`EaitBkd:Ta•'FL-33610. iQeta; y ti January 25,2018 O WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED NIrEK REFERENCE PAOE a0P7473 rev. 1401=015 BEFORE USE. Design valid for use only with MTekdi connectors. This design is based only upon parameters shown, and r3 for an individual buildup component, not a truss System Beata use. the building designer must verity the applicability of design parameters and property Incorporate this design ago the overall buildup design Bracing indicated is to prevent buriLrp of individual truss web and/or Nord members only Additional temporary and permanent bracing 11A wTw?I. is always required far stability and to prevent Collapse with possible personal injury and praperiy damage For general guidance regarding the L1ri 1lL 4i fabrication, storage• dekvery, erection and bracing at trusses and truss systems, sae ANSIRPII Quality Criteria, OSS42 and SCSI Bullding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N Lee Street, Suite 312. Alexandria, VA 22314. Tamps. FL 36610 Job Truss cuss Type Oty Ply Park Sq Hms/ Sorrento-AorC 2078 T13050538 P2078AC FT1 SPECIAL 1 Job Reference(optional) Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 25 07:42 52 2018 Page 1 ID:gR7GTgtGeHxJkx7yRAMorSyENlx-F78LVdOgg2DgJ9U82k9snUNrkcphma3WMotWDmzrl9X 2.10.1 51ib 82-11 10.t1-0 14-11-4 16.3.4 18.11.8 21-7-13 24-2 27-0.7 29-10$ 2.10.1 285 2 5 2 5 4-04 1-"2 4 2$5 2$5 2$5 2-10.1 Scale = 1 ,50.8 Sx14 = 04 = 1.5x4 II 3)0 = 1.5x4 II 4xIO = 8x14 MT20HS = 4x12 = 3xB = 1.Sx4 II 300 = 1.5x4 II 3x10 = 1 2 3 26 27 4 5 6 7 8 28 9 10 29 30 11 12 13 2x4 II 4x8 = +2.4 11 012 = ' J 5.12 = SACS — 74 = w 6x10 4x12 = 2x4 II y" 7x10 = 4x4 II THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. LOADING (psi) SPACING- 24)-0 CSI. TCLL 40.0 Plate Grip DOL 100 TC 0.99 TCDL 10.0 Lumber DOL 1.00 BC 1.00 BCLL 0.0 Rep Stress Incr NO WB 0 93 BCDL 5.0 Code FBC2017frPI2014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.1 'Except' 6-13: 2x4 SP DSS BOT CHORD 2x6 SP No.1 WEBS 2x4 SP No.3 'Except' 7-20,7-19. 2x4 SP No.1 1-24,3-24,3-22,5-22,6-21,8-18,9.17,11-17,11-15,13-15.2x4 SP No 1D REACTIONS. (lb/size) 25=1756/0.74, 14=3401/0.7-4, 20=15805/0-7-7 Max Uplift 25=218(LC 4), 14=365(LC 5), 20=1838(LC 8) Max Grav 25=1756(LC 1). 14=4237(LC 2), 20=17511(LC 2) DEFL. in loc) I/deb Ud PLATES GRIP Vert(LL) -0.26 17 >733 360 MT20 244/190 Vert(CT) -039 16-17 >491 240 MT20HS 187/143 Horz( CT) 0.01 14 n/a n/a Weight. 496 lb FT = 204A BRACING - TOP CHORD Structural wood sheathing directly applied or 1-4-12 oc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. FORCES. ( lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-25=1565/202, 1-2=-3824/457, 2-3=-3824/457, 3-4=4070/535. 4-5=-4070/535, 5- 6=591/5654, 6-7=2118/20913, 7-8=19411798, 8-9=-1 1159/1220,9.10=-16867/1693, 10- 11=16867/1693. 11-12=9811/841, 12-13=9811/841. 13-14=3682/338 BOT CHORD 24-25- 33/257. 23-24=70516310, 22-23=705/6310, 21-22 =5654/591, 20-21=2091312118. 19- 20=1142211111, 18-19=1798/184, 17-18=-1220/11159. 16-17-1488/16115, 15-16=1488/16115. 14-15= 50/567 WEBS 8-19=-6491/769, 6-20=7928/942, 7- 20=11695/1241, 7-19=1200/11857, 2-24=-710/109, 3-23=-5/1004, 4-22=2218/317, 5.21= 5279/672, 12-15=644/105, 11-16=11/1253, 10.17=2044/294, 9-18=3888/498, 1-24- 450/3797, 3-24-2638/263, 3-22=2377/209, 5.22-1037/10322, 6.21=-1681/16197, 8-18= 1370/13756, 9.17=519/6058, 11-17=251/1355, 11-15=-6692/687, 13-15= 840/9812 NOTES- 1) 3-ply truss to be connected together with 10d ( 0.131 "x3") nails as follows. Top chords connected as follows. 2x4 - 1 row at 0- 7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-7- 0 oc, Except member 20-7 2x4 - 1 row at 0-9-0 oc, member 7-19 2x4 - 1 row at 0-9-0 oc, member 2-24 2x4 - 1 row at 0-9- 0 oc, member 3-23 2x4 - 1 row at 0-9-0 oc, member 4-22 2x4 - 1 row at 0-9-0 oc, member 5-21 2x4 - 1 row at 0-9-0 oc, member 12- 15 2x4 - 1 row at 0-9-0 oc, member 11-16 2x4 - 1 row at 0-9-0 oc, member 10-17 2x4 - 1 row at 0-94 oc, member 9-18 2x4 - 1 row at 0-9-0 oc, member 1-24 2x4 - 1 row at 0-9-0 oc, member 24-3 2x4 - 1 row at 0-9-0 oc, member 3-22 2x4 - 1 row at 0-9-0 oc, member 22-5 2x4 - 1 row at 0.9-0 oc, member 6-21 2x4 - 1 row at 0-9-0 oc, member 18-8 2x4 - 1 row at 0-9-0 oc, member 9-17 2x4 - 1 row at 0-0-0 oc, member 17-11 2x4 - 1 row at 0-9-0 oc, member 11-15 2x4 - 1 row at 0-9-0 oc, member 15-13 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section Ply to ply connections have been provided to distribute only loads noted as (F) or (8), unless otherwise indicated 3) Wind. ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; B=45ft, L=30ft; eave=4ft, Cat. 11; Exp B; End., GCpi=O 18; MWFRS (directional), Lumber DOL-1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 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 op, any electronic c9ples. Joagq44((ir4JVeleZ' PENo;681d2 Ott7t 1SAr Iqc' FLU eft 6634: _ 6904'l4 rkil`mt 6w. Tefn 'FL•33610 January 25,2018 on t , on page r WARNINO • Verily design parameters and READ NOTES ON THIS AND INCLUDED Mr1 EK REFERENCE PACE MII.7473 rev. fOALWOIS BEFORE USE Design valid for use only win MTele® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use. the building designer must verity the applKabddy 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 I141Q'r' rs always required for stability and to prevent collapse withpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthe 11i fabrication• storage• delivery. erection and bracing of trusses and truss systems. see ANSITPII Quality Criteria, OS"S and SCSI Building Component 6904 Parke Fast Blvd Safety Information evadable from Truss Plate Instaule. 218 N Lee Street. Suite 312. Alexandria. VA 22314 Tamps. FL 36610 Job Truss Truss Type Qty Ply Hms/Sorrento-AorC 2078ParkSq T13050538 P2078AC FT1 SPECIAL 1 qJ ode t o Mid -Florida Lumber, Bartow, FL. 8 130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 25 07.42 52 2018 Page 2 I D.gR7GTgtGeHxJkx7yRAMorSyENlx-F78LVdOgg2DgJ9U82k9snUNrkcphma3WMol W DmzrtgX NOTES- 6) N/A 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 218 lb uplift at joint 25, 365 lb uplift at joint 14 and 1838 lb uplift at joint 20. 10) Girder carries tie-in span(s): 340 at 0-0-0 to 7-0-0 at 7-0.0., 7-0-0 at 22-1" to 3-0-0 at 29-10-8 ; 27-0-0 from 7-0-0 to 17-0-0; 25-2-8 from 17-0-0 to 23-0-0 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 840 lb down at 8-1-8, 854 lb down at 10-1-8, 854 lb down at 11-", 854 lb down at 13-9-8, 854 lb down at 15-". 854 lb down at 17-9 .854 lb down at 19-9.8. 854 lb down at 21-". 854 lb down at 23-9-8. 854 lb down at 25-", 854 lb down at 27-9.8, and 169 lb down at 5-1-0, and 971 lb down at 6-1-8 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=1.00, Plate Increase=1.00 Uniform Loads (pIQ Vert 26.28=-895, 28-30=-845, 14-25=10 Concentrated Loads (lb) Vern 14=12 20=226(B) 22=222(8) 17=226(8) 31=39(B) 32=253(B) 33=226(B) 34=226(8) 35=226(8) 36 =226(B) 37=226(B) 38=226(B) 39=226(B) 40=226(B) Trapezoidal Loads (plf) Vert. 1=235-to-26=345, 30=345-to-13=235 AWARNING - Verify daalgn parameters and READ NOTES ON THIS AND INCLUDED UITEK REFERENCE PAGE dal-7473 rw. t&WaOIS BEFORE USE. Design valid for use only with Mi rek® connectors. This design is baud only upon parameters shown. and is for an individual budding Component, not a truss system. Before use, the budding designer must verify the applicability of design parameters and property incorporate this design ado the overall budding design Bracing indicated is to prevent bucking of individual truss web and/or chord members only Additional temporary are permanent bracing MAwT' M always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the i IN fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVrP11 Quality Criteria. OSS49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Pima Instnute. 216 N. Lee Street. Suite 312. Alexandna. VA 22314 Tampa. FL 36610 Job Truss Truss Type City Ply Park Sq HITS/ Sorrento-AorC 2078 T13050539 P2078AC FT2 SPECIAL 1 qJ a MOO+10nda Lumber, Bartow, I-L. 36 t4 7 0-0 t0 t6 36 t 4 3.5-2 3.16 7x8 = I.5x4 II 6x8 = t.5x4 II 1 2 t5 3 16 17 4 a.1 Ju s Dep 1 a zu 1 / Mi t eK inausaies, Inc. i nu Jan LJ V r:4L.a1 zu 10 3-1-6 3-5-2 3$14 Scale - 1.34.2 7x8 = 1 5x4 II 4x8 = 18 5 t9 6 7 Sx5 II 6x14 MT20HS = 6xt0 MT20HS = 7x8 = 2x4 II 6x10 = 30 If THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 3f3.14 7.0.0 10.1-6 13-2-12 16.7.14 20.2-12I 3.1.6 3-16 3.5-2 36.14 Plate Offsets (X Yl- IS 0.4-0 0.3-41 112'0-5-0 Edoel LOADING (psf) SPACING- 1-8-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Gnp DOL 1.00 TC 0.90 Ver1(LL) -0.60 11-12 >399 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.88 Ven(CT) -0.82 11-12 >291 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.89 Horz(CT) 0.07 8 n/a n/a BCDL 5.0 Code FBC2017/rP12014 Matrix -MS Weight: 332 Ile FT = 20% LUMBER- BRACING - TOP CHORD 20 SP DSS 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purllns, 5-7: 2x4 SP No.2 except end verticals. BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 *Except* 1-13,7-9,3-13,5-9: 2x4 SP No.t REACTIONS. (lb/size) 14=4419/0.74, 6=2866/0-3-8 Max Uplift 14=628(LC 4), 8=400(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=3963/572, 1-2=13244/1877. 2-3-13244/1877, 3-4=23032/3199, 4-5=2303213199. 5-6=-8641/1203, 6-7=mll641/1203, 7-8-2484/355 BOT CHORD 13-14=-123/855, 12-13 =3388/24064, 11-12=3388/24064, 10-11-2456/17683, 9.10=-2456/17683,8-9=76/530 WEBS 1-13=1821/12864, 3-11=1081/198, 4-11=-1907/285, 5.11=832/5596, 5.10=65/603, 7-9=1170/8423, 2-13=-766/139, 3-13=11236/1591, 5-9=9389/1321 NOTES- 1) 3-ply truss to be connected together wrth 10d (0.131'x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oa Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-941 cc. Webs Connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distnbute only loads noted as (F) or (8). unless otherwise indicated. This Item has been3) Wind. ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=15R; 8-45R; L-24ft, eave=oft, Cat. II; Exp B; End., GCpi=0.18; MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1.60 electronically signed and 4) Provide adequate drainage to prevent water ponding. sealed by Velez, Joaquin, PE 5) All plates are MT20 plates unless otherwise indicated. Using a Digital Signature. 6) This truss has been designed for a 10.0 psf bottom Chord live load nonconcurrent with any other live loads. Printed COp12S Of this7) ' This truss has been designed for a live load of 20.Opsf on the bottom Chord in all areas where a rectangle 344 tall by 2-0-0 wide document are not Consideredwillfitbetweenthebottomchordandanyothermembers. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 628 lb uplift at joint 14 and 400 lb uplift signed and sealed and the at joint 8. signature must be verified 9) Girder carries tie-in span(s): 2-4-0 at 0.0-0 to 6.84 at 7-0.0. O(.i.?Jty electronic pies. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 847 Ile down and 122 lb up at l'JtiSq' ir4jVelei:PENoW8162 10-2-0, and 1888 lb down and 273 Ile up at 7-04. and 1073 Ile down and 155 lb up at 9-" on top Chord. The design/selection of efl tSQ, I c FL wit 6834 ,, such connection device(s) is the responsibility of others. i> 6904'pirrin`EBtt3Md. Tarn ,-'F1'•]3610. Qate; LOAD CASE(S) Standard January 25,2018 0 WARNING - Var r y design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Md-7473 rw. f4p3/2af5 BEFORE USE. Design valid for use only With MlTekm connector This design is baud only upon parameters shown, and is for an indmdual building Component• not a class system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall RtlbuildingdesignBracingindicatedistopreventbuildingofindividualtrussweband/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent c0dapu Wdh Possible personal injury and Property damage. For general guidance regaraaq the fabrication. storage• delivery, erection and bracing of truss" and truss systems, see ANSIRPH Owlity, Criteria, OSS40 and SCSI Building Component 6004 Parke Fast Blvd Safety information available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria• VA 22314. Tampa. FL 36610 Job Truss Truss Type Dry Ply Park Sq Hms! Sortento-AorC 2078 T13050539 P2078AC FT2 SPECIAL 1 Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries. Inc. Thu Jan 25 07:42:53 2018 Pape 2 ID:LwgEfgAb9YkKfRKdr2TZXP2S7x.1-iJijiyRSRMLhxJ2KbSpSJhwl nOBIV20fbSS4lCzrtpW LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (ptf) Vert, 3-4=207, 4-7=-83, 8-14=-8 Concentrated Loads (lb) Vert: 3-18H 4=847 17=1073 Trapezoidal Loads (ptf) Vert 1-208-to-3-327 O WARNING • Vedly design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE UX7472 rev. IIIIMOIS BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an rndrAdual building Component, not a truss system. Before use, the building designer must verify the appbcabllny of design parameters and property 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 USs" Is sways required for stability and toprevent m9apse with possible personal injury and property damage For general guidance regarding the fabncatan, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, OSS49 and BCSI Building Component 6904 Parke East Blvd. Safety Intorination available from Truss Plate Institute, 218 N. Lee Street, Sune 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hmsf Sorrento-AorC 2078 T130505401P2078ACFT3FLOOR11 job Reference (optionall Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries. Inc. Thu Jan 25 07:42:53 2018 Page 1 ID: LwgEfgAb9YkKf RKdr2TZXP2S7xJyJijiyRSRMLhxJ2KOSg5JhwEbON6VFufbSS41C2rtg W 1-10.0 1-100 3x4 = 2 1 5x4 If 2x4 II 04 = Seale 2 1'9.5 1-10-0 LOADING (psf) SPACING- 24)-0 CSI. DEFL. in loc) I/deb L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Ven(LL) -0.00 4 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.09 Ven(CT) -0.00 4 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 5.0 Code FBC2017frP12014 Matnx-MP Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-0 oc puffins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=172/0.3-8, 3-177/Mechanical FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES. 1) Refer to girder(s) for truss to truss connections. 2) Recommend 2x6 sirongbacks, on edge, spaced at 10-0.0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 179 lb down at 0-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 4) 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 + Floor Live (balanced): Lumber Increase=1.00, Plate lncrease=1.00 Uniform Loads (plf) Vert. 1-2-100, 3-4-10 Concentrated Loads pb) Vert 5=179(F) 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 op,any electronic copies. loll iqv I"' PENo.6's , jNrle t$Ay'14c: FL ert 68 3.;,,_ 6904'PrF . EaitBlvd: to FLJ3610. January 25,2018 0 WARNING - Verify duVn paramafar s and READ NOTES ON TI41S AND INCLUDED WTEK REFERENCE PAOE a01.7173 rev. 1403Q015 BEFORE USE. Design valid for use only with MiTakil, connectors. This design is based only upon parameters shown, and is for an individual budding Component, net a truss system. Before use. me Wilding designer must verify the appbeabllty of design parameters and property Incorporate this design into the overall budding design. are" donated is to prevent buckling of individual truss web mand/or chord embers only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury slid property damage. For general guidance regarding the v+ fabrication, storage, delivery, erection and bracing et trusses and truss systems, see ANSITPII Quality Criteria, OSS49 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Almnons, VA 22314 Tampa, FL 36610 Job toss Truss Type Oty Ply Park Sq Hrns/ Som into-AorC 2076 T13050541 P2078AC FT4 ROOFTRUSS 1 2 all mio-ran0a winder, wnow, rL a 13u s oct ee ZUI I Mrs eK mduatnes, Ina. Inu Jan zb 1d.».44 2016 Pagel ID'LwgEfgAb9YkK(RKdr2TZXPzS7xJ-D169Fx VGgAWRFB_NcK_FcZEDA1Xd7hwW5rM0izniz 3-4-5 6-&15 9.11.4 3-4-5 3.2-9 3-4-5 2x4 II 4x10 = 3 4K6 Scale - 1 18.3 3x4 II 8 5x6 _ SX _ THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in be) I/deft L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.84 Ven(LL) 0.08 6-7 999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.95 Ven(CT) 0.15 6-7 772 240 BCLL 0.0 Rep Stress Incr NO WB 0.74 HOrz(CT) 0.02 5 n/a n/a BCOL 105.0 Code FBC2017fTP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.1 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 8=1543/0-74, 5=l557/0-S-8 Max Uplift 8=76(LC 4), 5-76(LC 5) Max Grav, 8=2078(LC 2). 5=2462(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9-364/17, 2-9=364/17. 2-3-57531160, 3-10=m470/18, 4-10=-470/18 BOT CHORD 7-8=165/5360, 7-11=165/5360, 11-12-165/5360, 6.12-165/5360, 6-13=-160/5753, 5-13=160/5753 WEBS 2-8=5243/154, 2-7=0/1356, 2-6-76/410. 3-6-0/1619, 3-5=55131149 PLATES GRIP MT20 244/190 Weight: 109 lb FT = 20% Structural wood sheathing directly applied or 4-6-10 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) 2-ply truss to be connected together with IOd (0.131-X3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (8). unless otherwise indicated. 3) Wind: ASCE 7-10; Vutt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf,, h=15ft: 8=45ft; L=24ft, eave=oft; Cat. II; Exp 8; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip OOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) N/A 6) This truss has been designed for a 10.0 psi bottom chord live bad nonconcurrent with any other live bads. 7) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 76 lb uplift at joint 8 and 76 lb uplift at joint S. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 640 lb down at 8-1-8, and 924 lb down at 4-4-4, and 678 Ili down at 6-1-8 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=1.00, Plate Increase=1.00 Undortn Loads (pip Vert: 1-4-100, 5-8-210 Concentrated Loads (lb) Vert. 11=S7(8) 12=3l(B) 13=22(F) 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 o0.i)ny electronic copies. Joa' i Vele; PENo 68182 MrTek itsaiao:Fi: ceit-ss6904'Pdii`Eeit BMd`Tafn FLm Date r4 ti January 25,2018 A WARNING - Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEhid-7472 rw. I&V"0/5 BEFORE USE. Oesipn valid for use only with Mrrek® Connectors. This design is based only upon parameters storm, and is for an individual budding Componer, not a truss system. Before use, the budding designer must verity the applicabBity, of design parameters and properly urarporste this design into me overall buildingdesignBZ% Indicated is to prevent buckling df individual truss web andlor chord members only. Additional temporary and permanent braang ro en isalwaysrequiredforstabilityandtopreventCollapsewithpossiblepersonalinjuryandpropeldamage. For general guidance regarding the -u tabnatan, storage, delivery, erection and bracing of trusses and truss systems, we ANSVTPII Quality Criteria. OSBAS and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Rate Institute, 216 N. Lee Street, Suse 312, Alexandria, VA 22314. Tampa, FL 36610 Job fU55 fuss Type oy Ply Park Sq Mar Sorremo•AoIC 2076 ACI( T13050542 P2078AC 3 3 1 all Mid-flenda Lumber. Banow, FL. Run 8.130 s Oct 26 2017 Print. a.130 s Oct 26 2017 MTek Industries, Inc Thu Jan 25 M31.55 2018 Page 1 ID'LwgEfgAb9YkKfRKdr2TZXPzS7xJ-Y7G1d W h8om7GVeOLA?BurGtB377oJ?RawGBEM t zrs41 t-0-0 344 1-0-0 3-" Scale = 1.15.6 ft1 2x4 II 3-0.0 3!M LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.01 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -001 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WS 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -MR Weight: 12 lb FT = 206A LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( lb/size) 5=195/0-8-0, 3=69/Mechanical, 4=28/Mechanical Max Horz 5=78(LC 12) Max Uplift 5=47(LC 12), 3=54(1_C 12). 4=5(LC 12) Max Grav 5=195(LC 1), 3=85(LC 17), 4=52(LC 3) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft, B=45ft, L=24ft; eave=4ft; Cat. II; Exp 8, Part. End., GCpi=0.55; MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Interior(1) 24-0 to 2-11-4 zone;C-C for members and forces S 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 loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord to 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 47 lb uplift at joint 5, 54 Ib uplift at joint 3 and 5 lb uplift at joint 4. 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 op - any electronic 19pies. yoi2q}! n Yelez PEN"81821 VliTefc } SA,`Irjc''FL Cert 6S ''?f>S' Jv- 6904Prlii'EekBkd.Tetfi ;•'FG1 610. iOil January 25,2018 O WARNING • Vanly, design parameran and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 01.7473 rev 164AW015 BEFORE USE. Design valid for use only with Mnek® connectors. This design is based only upon parameters shown. and is for an inrdrAdual buildup 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 Now buddingdesign &acingmdrewedrs toprevent buckling of Udmilual truss web and/or Chord members only. Additional temporary and permanent bracingis alwaysrequiredforstabilityandtopreventcollapsewonpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of woes and truss systems. tee ANSIrPIt Quality Criteria, OSS49 and SCSI Building Component a604 Pane East Sm. 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 Hms/ Sorrento-AorC 2078 T13050543 P207SAC J7 JACK 29 1 Job Reference t' onall Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries. Inc. Thu Jan 25 07:42.55 2018 Page 1 I0:L"EfgAb9YkKiRKd2TZXPzS7xJ-ghgT7eSryzbPAcCiV-P6?RPpxUz"2mxAg5zrtgU 1-0-0 7-0-0 1-0-0 7-0.0 3x4 = LOADING (psf) SPACING- 2-0-0 TOLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Ina YES BCDL 10.0 Code FBC2017frP12014 LUMBER - TOP CHORD 20 SP No.2 SOT CHORD 2x4 SP No.2 CSI. DEFL. in loc) I/defl Ud TC 0.70 Vert(LL) 0.12 4-7 679 240 BC 0.54 Vert(CT) 0.24 4-7 348 180 WS 0.00 Horz(CT) 0.00 2 n/a n/a Matrix -MP REACTIONS. (lb/size) 3=183/Mechanical, 2-342/0-3.8, 4=90/Mechanical Max Horz 2=141(LC 12) Max Uplift 3=93(1.0 12). 2=-82(LC 12) Max Grav 3=183(LC 1). 2=342(LC 1), 4=129(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:21.8 PLATES GRIP MT20 244/190 Weight: 24 lb FT = 20e.6 BRACING - TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuh-140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=25ft; 8=45ft; L=24ft; eave=oft, Cat. II, Exp B. End., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2-0.0. Interior(1) 2-0-0 to 6-11-4 zone;C-C for members and forces 8 MWFRS for reactions shown, Lumber DOL=1.60 plate gnp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) - This truss has been designed for a live load of 20.Opsf on the bottom chord to all areas where a rectangle 344 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 93 lb upldt at joint 3 and 82 lb uplift at joint 2. 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 op.any electronic copies. poai Velez PENo"68182 Mire -SAA; If1c4f C9rt 6630. 6901' Pi:EeiLBhd. Tarn fL:916f0. January 25, 2018 WARMING . Wetly design patamatars and READ NOTES ON THIS AND INCLUDED aBTEK REFERENCE PAGE M11.7472 ray. 10=MtS BEFORE USE. "=-1 Oesign valid for use only with MRek® connectors. This design is based only upon parameters shown, and n for an Individual building component, not a truss system. Before use, the budding designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to provers budding of individual truss web and/or Utord members only. Additional temporary and permanent bracing S' is sways required for stability and to prevent Collapse with possible personal injury and property damage For general guidance regarding the 10 fabrication, storage, delivery. erection and bracing of trusses and truss systems. sea ANSVTPIt Quality Crlterra, OSB-69 and SCSI Building Component 6004 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 Ply Perk Sq Hms/ Sorrento-AorC 2078 10ty T13050541 P2078AC J7T JACK 3 1 Referencejobi Mid -Florida Lumber, Barlow. FL. S.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 25 07:42:56 2018 Page 1 ID:LwgEfgAb9YkK02Kdr2TZXPzS7xJ-8u0AC_TLjHjGomnvHaEoxKYZnDFOiceSHOhkMXzngT 1 0-0 7-0-0 1-0-0 7-" 3x4 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Ina YES BCDL 10.0 Code FBC2017rrP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except' 3.7: 2x4 SP No.3 20 CSI. DEFL. in (toe) I/deb Ud TC 0.86 Vert(LL) 0.19 6 432 240 BC 0.69 Vert(CT) 0.32 6 258 180 WB 0.00 Horz(CT) 0.16 5 n/a n/a Matrix -MR REACTIONS. (lb/size) 4=169/Mechanical, 2=346/0-8-0. 5=107/Mechanical Max Hors 2=141(LC 12) Max Uplift 4=79(LC 12), 2=-81(LC 12), 5=13(LC 12) Max Grav 4=169(LC 1), 2=346(LC 1). 5=126(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Sale 2 1.22.9 b A PLATES GRIP MT20 244/190 Weight: 26 lb FT = 20% BRACING - TOP CHORD Structuraf wood sheathing directly applied or 3-9-12 oc purlins. BOT CHORD Rigid ceiling direly applied or 640-0 oc bracing. NOTES- 1) Wind ASCE 7-10. VuR=140mph (3-second gust) Vasd=108mph; TCDL-4.2psf, BCDL=3.Opsf,, h=25ft; 8=45ft; L=24ft; eave=oft, Cat. II, Exp B; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-4 zone:C-C for members and forces 6 MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL-1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live 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 fin 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 79 lb uplift at joint 4, 81 lb uplift at joint 2 and 13 lb uplift at joint S. 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,ajiy egctronic copies. lyaQq}1igVeterPENoYt1E2 A; Irac FL. eit UA.;,r 6ieil ril,i BBW Ta ,ilFG 6116l SDete, 'ti January 25,2018 O WARMNO • Wally design parameters end READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE a1IFT4T3 rev. I&W/20/S BEFORE USE. Oesign valid for use only with MRek® connectors. This design is based only upon parameters shown, and is for an individual building component, not WIN 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 buc4ng of individual truss web arc/or chord members only. Additional temporary and permanem bracing is always required for mobility and to prevent collapse with posside personal injury and property damage. For general guidance regarding the v+ fabnCatian, storage, delivery, erection and bracing of trusses and moss systems, see ANSVrP11 Quality Criteria, OSS42 and SCSI Building Component 8904 Parke East Blvd. Safety Information avadable from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hms/ Sorrento-AorC 2078 T73050545 P2078AC KJ2 JACK 1 1 fall Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 25 07:42:56 2018 Page 1 ID: LwgEfgAb9YkKfRKdr2TZXPzS7xJ$uOrK_TLiHiGomnvHaEoxKYkxDPaice5HOhkMXzngT 1.5.0 24-5 1-5-0 24-5 Scale = 1,8 6 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Ven(LL) 0.00 7 999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1 25 SC 0.04 Ven(CT) 0.00 7 999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matnx-MP Weight: 10 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (lb/size) 3=44/Mechanical, 2=202/0-5-11. 4-19/Mechanical Max Horz 2=52(LC 8) Max Uplift 3=14(LC 8). 2=97(LC 8) Max Grav 3=44(LC 1). 2=202(LC 1). 4=37(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 2-4-5 oc punins. Rigid ceiling direly applied or 10-0-0 oC bracing. NOTES- 1) Wind: ASCE 7-10, Vuh=140mph (3-second gust) Vasd-108mph; TCDL=4.2psf, BCDL=3.Opsf; h=25ft; 8=45ft; L=24ft; eave=oft; Cat. II; Exp B; End., GCpi=0.18; MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1.60 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.Opsl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fa between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 14 lb uplift at joint 3 and 97 lb uplift at joint 2. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 9 lb up at 1-& 12, and 3 Ib down and 9 Ib up at 1-6.12 on top chord, and 2 Ib up at 1-6-12, and 2 Ib up at 1-6-12 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 from (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced). Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (ptf) Van: 1-3=-60, 4-5-20 Concentrated Loads (lb) Vert: 9=4(F=2, 8=2) 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 o0,any electronic copies. IJoaq' igVeI' 'PENo;6618M NiTef{ 1SA, Irrc'=fLCcit ees1. 6904' . 6i'e'Eeit6 Tafn FG33610. iDatfi' P , ,1-- J January 25,2018 ram. QWARMNG - Verify daa/Yn panmatars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PACE NU-7173 ray. 110A13Q013 BEFORE USE. Design valid for use only with MRek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the budding designer must vent' the applicability of design parameters and propery, mcoryorate this design into the overall A buildingdesign. Bracing Indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanem bracing M5'Q isalwaysrequiredforstabilityandtopreventcollapseweftpossiblepersonalhnryryandpropertydamage. For general guidance regarding the 7 5 fabrication, storage, delivery, erection and bracing of costa and truss systems, see ANSUM11 Quality Criteria, OSS49 and SCSI Building Component 6004 Parke East aid Safety Information available from Truss Plata Instnine, 21 a N. Lee Street, Suite 312. Alexandna, vA 22314. Tamps, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hms/ Sorrento-AorC 2078 T13050546 P2078AC KJ3 JACK 2 1 all Mid-Flonda Lumber, Banow, FL. 8.130 s Sep 15 2017 Mrrek Industries, Inc. Thu Jan 25 07:42:57 2018 Page 1 ID:LwgEfgAb9YkKfRKdr2TZXPzS7xJ-e4yEYKUzUbr7PwM5gl11 UX5vvd#R3uFW40Huurt9S 1 5 0 4-2-15 1-5 0 4-2.15 Scale - 1:15.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.01 4-5 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(CT) 0.02 4-5 999 180 BCLL 0.0 Rep Stress Ina NO WB 0.00 Horz(CT) 0.01 3 n/e n/a SCOL 10.0 Code FBC2017frPI2014 Matrix -MR Weight: 16 lb FT = 200A 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) 5=226/0-11-5, 3=84/Mechanical, 4=34/Mechanical Max Horz 5=79(LC 8) Max Uplift 5=124(11_C 8), 3=73(LC 8), 4=7(LC 8) Max Grav 5=226(LC 1), 3=84(LC 1), 4=70(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 4-2-15 OC puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind ASCE 7-10. Vuft=140mph (3-second gust) Vesd-108mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; 8=45ft; L-24ft; eave=4ft; Cat. II; Exp 8; Pan. End., GCpi=0.55; 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 nonconeurrent 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 124 lb uplift at joint 5, 73 lb uplift at joint 3 and 7 lb uplift at joint 4. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb up at 1-6-12, and 100 lb up at 1-6-12 on top chord, and 12 lb up at 1-6-12, and 12 lb up at 1-6-12 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=l 25 Uniform Loads (plf) Vert: 1-2=60, 2-3=-60, 4-5=20 Concentrated Loads (lb) Vert: 6=64(F-32, B=32) 7=10(F=S, B=5) 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 op,aj'1y electronic copies. Joa"'r Veli:z'PE-No;881t12. diT tSA;'lijcf Ceit6634 , 6904'P'iki'EakBhd`. Tarn FG33610. January 25,2018 QWARMNG • Veft design parameters end READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE aal•7472 rev. idiUMOtS BEFORE USE Design valid for use only with MTekm connector& This design is based only upon parameters shown, and is for an individual bu0drng Component• not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design unit the Overall buildup design. Bracing indicated is to prevent buciding of individual truss web arldlor chord members only. Additional temporary and permanent bracing is always required far stability and to prevent C0119pse with possible personal Injury and property damage. For general guidance regarding the NOW fabrication• storage, delivery, erection and bracing of trusses and truss systems, see ANSl1Pl1 Quality Criteria, OSada and SCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 218 N Lee Street. Suite 312. Alexandria, VA 22314 Tamps. FL 36610 Job Truss Truss Type Oy Ply Perk Sq Hms/ Sorremo-AorC 2078 T13050547 P2078AC KJ7 JACK 8 1 e Mid-Flonda Lumber, Bartow, FL. 8 130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 25 07:42:57 2018 Page 1 ID:L"EfgAb9YkKfRKd2TZXP2S7xJc4yEYKUzUbr7PWM5g111UX5s dfeR EFW4OHtt22rtgS 1-5-0 5-2.5 9.10.13 1-5.0 -1-2-5 4-8-8 Scale - 1 22.5 2w4 = 1.5x4 II 5 3x4 = 5.25 14A8 LOADING (psf) SPACING- 2-0-0 cSl. DEFL. in loc) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Ven(LL) -0.03 6.7 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.07 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight: 42 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=128/Mechanical, 2=511/0-5.11, 5=328/Mechanical Max Horz 2-142(LC 8) Max Uplift 4=70(LC 8), 2=148(LC 8), 5=69(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=775/136 BOT CHORD 2-7=208/708, 6-7-208/708 WEBS 3-7=0/275, 3-6-769/225 NOTES- 1) Wind ASCE 7-10; Vuft-140mph (3-second gust) Vasd=108mph. TCDL=4 2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; 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 70 lb uplift at joint 4, 148 lb uplift at joint 2 and 69 lb uplift at joint S. 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 lb down and 11 lb up at 1-6-12, 3 lb down and 44 lb up at 44-12, 3 lb down and 44 lb up at 4-4-12, and 27 lb down and 77 lb up at 7-2-11. and 27 lb down and 77 lb up at 7-2-11 on top chord, and 2 lb up at 1-6-12, 2 Ili up at 1-fr12, 5lb down at This item has been4-4-12, 5 lb down at 44-12. 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. electronically Signed and 7) In the LOAD CASE(S) section, loads applied.to the face of the truss are noted as front (F) or back (B). Sealed by Velez, Joaquin, PE LOAD CASE(S) Standard using a Digital Signature. 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Printed copies of this Uniform Loads (plf) document are not considered Vert: 14-60, 5.8=20 signed and sealed and the Concentrated Loads (Ib) signature must be verified Vert: 13=53(F=27, B=27) 14=4(F=2, B=2) 15=10(F=S, B=5) 16=-35(F=17. 8-17) op.any electronic copies. lJorigµtr4Velez'PENo;68182 JIiTe tSA1Igc FL vert88 a"3' 6904'P'rlii`.EestBhd. Tefn FL 13610. i J January 25,2018 AWARNING- Varty, design p.rsmears and READ NOTES ON THIS AND INCLUDED AUTEK REFERENCE PAGE 11047473 ray. 1"312015 BEFORE USE. Design valid for use drily with MTek® connector& This design is based only upon parameters shd . and is lot an individual buildup component, not a truss system. Before use, the buildup designer must vent' the applicability of design parameters and pmpeity Incorporate this design into the overall building design. &acing indicated is to prevent buciding of individual cuss web and/or chord members only Additional temporary and permanent bracing f is aNrays required tot stability and to provers collapse with possible personal injury and property damage For general guidance regarding the Y'• fabnadan, storage, delivery, erection and bracing of trusses and truss systems, tae ANSITPIt Quality CriteAa, OSB59 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Ttuas Plate Institute. 218 N Lee Street, Suite 312. Alexandria, VA 223K Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hms/ Sorrento-AorC 2078 T13050548 P2078AC Mt MONO HIP 1 1 Job Reference (anflonall Mid -Florida Lumber, 8anow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 25 07:42:58 2018 Page 1 I D:LwgEfgAb9YkKlRKdr2TZXPzS7 xJ-4GVdgVbf uz_ 14x10?GG01dOD1 ?CAW HOkkArOOzrtgR 1.8-0 3-0-0 1.8-0 1.4.0 3 1.Sx4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/den Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Ven(LL) 0.01 6 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(CT) 0.02 4-6 999 180 BCLL 0.0 Rep Stress Incr NO WB 0.06 Horz(CT) 000 4 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No 3 BOT CHORD REACTIONS. (lb/size) 1-796/0.3-8, 4=416/Mechanical Max Holz 1=28(LC 8) Max Uplift 1=192(LC 8), 4=110(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4-298/85 Scab = 1 8.7 PLATES GRIP MT20 244/190 Weight: 14 lb FT = 20% Structural wood sheathing directly applied or 3-0-0 oc punins, except end verticals. Rigid ceiling directly applied or 10400 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult-140mph (3-second gust) Vasd=108mph, TCDL=4.2pst; BCDL-3.Opsf; h=25ft, B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; End., GCpi=0.18, MWFRS (directional); Lumber OOL=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.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 192 lb uplift at joint 1 and 110 lb uplift at joint 4. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 7 lb down and 30 Ili up at 148-0 on top chord, and 982 lb down and 258 lb up at 1-0-12, and 2 lb down at 1-8-0 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 bade (B). LOAD CASE(S) Standard 1) Dead t Roof Live (balanced) Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 1-4=20 Concentrated Loads (lb) Vert: 6=982(8) 7=-2(F) 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 o0,any electronic copies. Ioaq igVelezPENo;8818 n1TekItSQ,'rtt =F CeR68 b6900'P.flii`Ea118Ad. Tafn ;FLJ3610 January 25,2018 OWARMNG - Verfly design p.ramafars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE a61.7473 rav, t0,O14015 BEFORE USE Design valid for use Only With MfrekS connectors. This design is based only upon parameters shown, and is for an individual building component• not a truss system. Before use, the bulldmg designer must verify the applicability of design parameters and property incorporate this design into the overall Doi building design. Bracing indicated is to prevem budding of mdrvldual truss web andfor chord members only Additional temporary and permanent bracing RapalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthe i 111 fabrication, storage, delivery, erection and bracing of trusses and truss systems, gee ANS0741 Quality Criteria. OSS49 and SCSI Building Component 6604 Parke East Blvd. Safety Information available from Truss Plate Institute. 216 N. Lee Street. Suae 312. AleMndna. VA 22314. Tampa, FL 36610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y4offsetsareindicated. 64-8 dimensions shown in ft-in-sixteenths Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft4n-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing, is always required. See SCSI. c1.2 c2•3 2. Truss bracing must be designed by an engineer. For TT 4 p WEBS . 4 ,y,, p U 0 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 CL a' p 3 V stack materials on inadequately braced lasses. p4. Provide copies of this truss design to the building For 4 x 2 orientation, locate designer, erection supervisor, property owner and BOTTOM CHORD;allplates0- 'lid' d' from outside other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from Plate location details available in MiTek 20120 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANS11TPI 1. software or upon request NUMBERS/LETTERS. S. Unless otherwise noted, moisture content lumber shall not exceed 19% at time of fabrication.. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for ICC-ES Reports: use with fire retardant, preservative treated, or green lumber. The first dimension is the plate 10. Camber is a non-structural consideration and is the width measured perpendicular4x4 ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, sae, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and sae, and Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. in all respects, equal to or better than that speed. 13. Top chords must be sheathed or purtins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs ref on lumber valuesgy 14. Bottom chords ring is lateral bracing at h r spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING established by others. Indicates location where bearings supports) occur. Icons vary but 2012 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. Min size shown is for crushing only. r'— _!— i 18. Use of green or treated lumber may pose unacceptable t , environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ti ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use Reviewing pictures alone DSB-'89: Design Standard for Bracing. SCSI: Building Component Safety Information, c' Y tv i is not sufficient. 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, I I ANSUTPI 1 Oualty, Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 v Le Ev 1 J7 J7 J7 J7 J7 J7 J7 J7 J7 T- 4" 21'- 0 1 /2" 15'-11 1 /2" 91- 0" 20„ 3'- 0" 7'- 0" I 9A" 9A" 7d" 16 1/2" FOR HEAD CLEARANCE BELOW. FLOOR AREA FRAMED BY BLDR. J L 1 - HUS26 1-PLY HGR NOTE: SEE ENGINEERING PROFILES FOR SPECIAL CONNECTIONS AND NAILING SCHEDULES. :1 C 2-THA422 FLR HGR FLOOR SPACING 24" O.C. UNLESS OTHERWISE NOTED. A L 17 - HHUS46 FLR. HGRS APPROVED TRUSS ANCHOR BY BUILDER BOTTOM =1x2 TOP = 4x2 2x4 Cont Band 1— \ TRUSS END DETAIL APPROVED TRUSS ANCHOR BY BUILDER PLUMB CUT OVERHANG HEEL HEIGHT = 2 x 4 BOTTOM = 2 x 4 6 / TOP= 2x4 12 TRUSS END DETAIL UF- OTRI 18-1056 MID - FLORIDA LUMBER ACQUISITIONS BARTOW, FLORIDA ROOF TRUSSES I FLOOR TRUSSES I ITOTFIL LORD (PSF) 400 ITOTHL LOAD IPSFI 550 1 THUS TRUSS SYSTEM HE BEEN OESIGKO WITH LORDS MKRRTEO BY 140 MPH WINDS USING 42 PSF TOP 0020 DERO LORD RUT 30 PSF BOTTOM DOD DERO LORD 0 MILES FROM KINDI€ OCERUN CRT II E1P. B 1RSCE 7-141 2078 - A or C IPark Square Homes Sorrento - A or C ALL WALLS SHOWN ARE LOAD BEARING AT 9'-4" UNLESS OTHERWISE NOTED. P2078AC WA 19.12-171 Bmax L 25'- 4" 20" 1 1 1 1 1 1 Imj5llNOW.— 1115Lq WEI 11 v - 1 27'- 9' ,I NOTE: SEE ENGINEERING PROFILES FOR SPECIAL CONNECTIONS AND NAILING SCHEDULES. FLOOR SPACING 24" O.C. UNLESS OTHERWISE NOTED. 51 0 ih 0 0 0 0 N J L 2 - HUS26 1-PLY HGRS. APPROVED TRUSS ANCHOR BY BUILDER BOTTOM =4x2 TOP = 4x2 2x4 Cont. Band r—\ TRUSS END DETAIL APPROVED TRUSS ANCHOR BY BUILDER PLUMB CUT OVERHANG HEEL HEIGHT = 2 x 4 BOTTOM = 2 x 4 6 12 W / TOP= 2x4 12 a' 12" TRUSS END DETAIL MID - FLORIDA LUMBER ACQUISITIONS BARTOW, FLORIDA ROOF TRUSSES I FLOOR TRUSSES I lli icil I111:9ftl I%I l[iffIf11110=i1>L%I 50 THIS TRUSS SYSTEM IRS BEEN OESIUEO WITH LORDS GEIEWIED BY 140 MPH WINDS USK 42 PSF TOP OM OERO LORD FM 30 PSF BOTTOM DOOM OEFO LORD 0 MILES FROM HlMUNE OCEFKIIE. CAT. 11. EXP. B OW 7.141 2078 - A or C JPark Square Homes Sorrento - A or C ALL WALLS SHOWN ARE LOAD BEARING AT 9'-4" UNLESS OTHERWISE NOTED. P2078AC L °""" WA 8-7-17 Veax City of Sanford Building and Fire Prevention Product Approval S 1 8 - 1 0 5 6 Permit # Project Location ec.i, ication Form LoNc SANPORO ARTti% 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.floridabuildin-g.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 94rr40-W4 FL15279.20 Roll U Automatic Other 2. Windows Single Hung MI Windows & Doors Series GA 185 Aluminum SH FL 17499.2 Horizontal Slider Casement Double Hun Fixed MI Windows & Doors Series GA 185 Alum Picture Fixed FL15349.1 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 Description(including Florida Approval # decimal 3. Panel Walls Siding James Harding Bldg Products Hardie Panel FL13223.2 Soffits ' Aluminum Coils, Inc Coils / Soffits FL12194.1 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles IKO Industries, LTD Asphalt Shingles / Cambridge FL7006.1 Underla ments Warrior Roofing 15 and #30 Roofing Felt FL2346.1 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and 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 S. 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 `C.c _y o roc. cc tJ Please Print) June 2014 Florida Building Code Online Page 1 of 3 Professional Regulation SCIS Home ' Log In I User Registration ; Hot Topic Submit surcharge Stats & Facts ; Publications FBC Staff k SCiS Site Map Links Search 1)f1G'3 Product Approval iG USER: Public User Mesa Product Aooroval Menu > ProEutt or Aoolicatlon Search > Aoolu:auon tJst > Appllptlon 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 Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL8871-R8 Revision 2017 Approved 0 Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43S17 419) 298-1740 rlckw@ rwbldgconsultants. com Vivian Wright rickw@rwbidgconsultants.com Exterior Doors Swinging Exterior Door Assemblies FA Evaluation Report from a Florida Reglstered,Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE-43409 National Accreditation and Management Institute 12/31/2021 Ryan 1. King, P.E. 9j Validation Checklist - Hardcopy Received FL8871 R8 COI (b) Certificate of Indeoendence.odf Standard ASTM D1929 ASTM D2843 ASTM D635 ASTM E1300 ASTM E84 ASTM G26 TAS 201, 202, 203 Florida Licensed Professional Engineer or Architect FL8871 R8 Eouiv (bl Equivalency of Standards.odf Year 1996 1999 2003 1998 2000 1995 1994 http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgty3Ij Wak2nHrp... 2/10/2018 Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 10/17/2017 10/17/2017 10/19/2017 12/12/2017 FL iF 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 11 (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 "]" 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 11 (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 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.) 8871.5 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 II (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 Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.5 for Design Pressure Ratings by FL8871 R8 AE (b) Eval 8871.5.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt ,3IjWak2nHrp... 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 HVH2: Yes FL8871 R8 II (b) Inst 8871.6.odf Approved for use outside HVH2: 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 "]" 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 HVH2: Yes FL8871 R8 II (b) Inst 8871.7.odf Approved for use outside HVH2: 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 (b) 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 "]" part numbers for these sidelites, which have been stained or painted within six months of installation.) 8871.8 h. "FiberClassic", "SmoothStar", 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door (XX) - ClassicCraft" or "ClassicCraft Inswing or Outswing Rustic" Series Limits of Use Installation Instructions Approved for use in HVH2: Yes FL8871 R8 II (b) Inst 8871.8.odf Approved for use outside HVH2: 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 8871.8 for Design Pressure Ratings by specific Model and for any other additional use limitations FL8871 R8 AE (b) Eval 8871.8.odf Created by Independent Third Party: Yes and installation instructions. 8871.9 1. "FiberClassic", "SmoothStar", 60 x 8'0 "Impact" Opaque Fiberglass Double Door with ClassicCraR" or "ClassicCraft Sidelites (OXXO) - Inswing or Outswing Rustic" Series Limits of Use Installation Instructions Approved for use in HVH2: Yes FL8871 R8 1I (b) Inst 8871.9.odf Approved for use outside HVH2: 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 8871.9 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 "]" part numbers for these sidelites, which have been stained or painted within six months of installation.) Badr Nett Contact 115 :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 8S0-487.1824 The Slate of Fonda is an AA/EEO employer. Copyright 2007-2013 State of Florida,:: PriVHN 5tatement .: A[l;jSg ihty 5yjLr0 m :: Refund Statement Under Florida law, email addresses are public records. If you do not want yourtrmall 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 850.487.139S. `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 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 5., please click a= Product Approval Accepts: Credh Card Safe http://www.floridabuilding-org/pr/Pr_app_dtl.aspx?param=wGEVXQWtDgty3Ij*Wak2nHrp... 2/10/2018 d¢ 5 R THERMAITRU 0 THERMA TRU DOORS 1 1 B INDUSTRIAL DR., EDGERTON, OH 4351 7 SMOOTH STAR & FIBER CLASSIC FIBERGLASS SINGLE DOOR INSWING / OUTSWING GENERAL NOTES "IMPACT" 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 stag be as fisted and spaced as shown on details. Anchor embedment to base material shall be beyond wag dressing or stucco. 3. When used In the "HVHZ" this product complies vAlh Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the'NVHP requiring wind bome debris protection, this product complies with FBC Sections 1609.1.2 3 R301.2.1.2 and does not require an Impact resistant covering. This product meets missile level'") and includes Wind Zone 4 as defined In ASTM E 1996 and FBC Sections 1609.1.2.2 Il R301.2.1.2.1. 5. For 2x stud framing constriction, anchoring of these units shag be the some as that shown for 2x buck masonry constriction. 6. Site condtlons that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal slit Item #4 under active doors meet water infiltration requirements for "fVHP. 8. Inswing configurations and outswing configurafigns using sill item #S under the door do not meet the water Infiltration requirements for the imir and shag be instolled only In non -habitable areas or of habitable locations protected by on overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE OF CONTENTS DESCRIMON Typical elevations. design ssures d eneral notes Door panel dela s mooth starDoorRpaneldelo (Fiber closslcHorizontalcrosssections Vertical cross sections Buck and frame - 2X buck mosonry conshucllon Frame anchoring -1 X buck masonry construction B I Bi8 of Moleripls 6 Components 37.75' MAX. r— FRAME WIDTH 36.a MAX. I PANEL WIDTH II d bESIGN: R;L3 RE ( 000'_rPE'SWINGf FkAME_ S keg IVEa INSWING 37.75" x 98.00' 80.0 80.0 SMOOTH OUTSWING 37.75" x 96.60" 80.0 80.0 STAR INSWING 37:75" x 98.00" 80.0 80.0FIBER OUTSWING 37.75" x 96.50" 80.0 80.0 CLASSIC See Sheet B for design pressure Inillolbrss. z 100 u w Yo Lan jp VI o'mi Q •: 9 LL LL 1 sCOWmm oso. er: DWS alx rn: LFS 11 FL-8871.5 ria 8 43 Irn ass y 46 47 4T EXTERIOR 47 4T : , A-. J R 2 INTERIOR 46 46 42 c E a i m° : u ET 'm and 1 HORIZONTAL CROSS SECTION = d o E cc47oz oc of m 34 e I.IYI t s3' --i iYP. 1 j3 CORNERS Cl1LCLLL4 gyOFPANELEXTERIORINTERIOR L DETAIL A -A 42 i0 RAII IJ LOCK tE & 5 3a }m Jp DOOSmOOR ANEL 4 M star 41 n eN 00000000 = z n Z 0000000 42 Ei n B o 000000000 44 0000000 047 e N 0000000 --( 000000043 I I. 1r r-- o 00 00000000 000000a —- I •-153 ( k' ek'k' 00000000 I 0. S I 0000000 46 46 a`» 000000 0000000O 00000000000000010 LLIJ YJ n o n ; 00000 •" • 1 N QQ L: 0000 O ? _ 00000 y_4( INGE IE IS LO M RAIL • n N ^, m 0000000 44 _ e 000000002 VERTICAL CROSS SECTION wrz 05 22 08 0000000k28. 86%OPEN Z 0000000AREA MAX. u 00000000 2 SULL N.T.S. d 0000000 000000° DM BY. 0W5 m n« BY., LFS ? DETAIL A -A DR'WD M, a m Panel reinforcement FL-8871.5 ° NOTE: WOOD DOOR COMPONENTS: PINE (SG >= 0.42) ° sacr 2 a: 8 0 64 66 EXTERIOR If Poin OZ 10AA eq a xzo aINTERIOR66z0 6 OIL EI HORIZONTAL CROSS SECTION C 67 Z S 0:Li0 4. OT Pij L In 1. 57 TYP. 4 13 CORNERS OF PANEL EXTERIOR INTERIOR N 0 C, A4 0. M LDETAILA -A ------ ejOWOMHEL fti z A z00000000 0000000in 00000000 E 000000000000000640000000 63 00000000 ISr 0000000, C> 00000000 C a 0000000 00000000000000000000000D 0 0 0- 0-0 ,V00 000000000 __oO_ 0000000000 w OKI 00000 00000 00 1 0000000000 000000COTTOM RAIL 0 z 00000001 3 t2*\ VERTICAL CROSS SECTION DAIL 05122108 0000000 28.86% OPEN 00000000 AREA MAX. 0000000 00000000N.T.S. 0.. 0000000vwt wir. DWS 0 I 00000000CHL oil. LFS DEFAII A -A DRMM Ponel reinforcement FL-8871.5 NOTE: WOOD DOOR COMPONENTS: PINE (SG >= 0.421 amylase il r: s,-jaii U. iIt lit u N F gym 19 INTERIOR 10 9mCW oEoi1 4 2Lav4 3 4 0 0 EXTERIOR 40 o 18 A N 60 E Ei w x o E 1•I/4'MIN. 1 c i D EMB. (1YP.) D I c 8 S 5 S S 3 HORIZONTAL CROSS SEC110N 8 0 n 5 rcL 4 Shownw/Ixsubbuek L O.ls 0.15 rC'SINK CSINK nP•) (TYP•) n 8 9 9 8 o N 0 N 10 10 L INTERIOR INTERIOR o c IR F? q.. elk' aa 62 a h N Z U 12 12 40 EXTERIOR EXTERIOR 40 14 are OS 22 08 i l MIN. C 11 60 60 C 16 u N.T.S. 4 VI& ew DWS m' EMB.(IYP ) EMB. E E LF'S aumo1HORIZONTALCROSSSECTION2HORIZONTALCROSSSECTION 1.1/+' MIN. EMB. (TYP.) oc 4 Outscn strown • Inswingalsoapproved 4 Oulswmg slaws •Yawing aho opprpved fL-8871.5 n san 4 or 8 0 u E V•' rgq ainmn n p" III ,•. J > O N oINTERIOR3 0 iE a•.. rrrrrPs o nUNp B l y 40maid m u$i A C d 10 5 60 a D 4d yc ZMAP/ 40 40 60 10 g c z 60 10 E v at o9 EXTERIOR INTERIOR EXTERIOR INTERIORMZ 3 VERTICAL CROSS SECTION 1 VERTICAL CROSS SECTION 2 VERTICAL CROSS SECTION 5 Outswing co gurolion rc 5 qutswing shown - truNMg 5 Shown w/ IX suDbuck see general notes, sheet 1 G O also oPt ved for'HVHr water infiltration ofrequirements a a Olt: to EXTERIOR INTERIOR EXTERIOR INTERIOR 40 INTERIOR EXTERIOR New W ^ W En g JL 6 60 60, NVIM/ 1 2 7 3 4 40 10I aa 60 it z n 1p„N f ti NC • • • , Z U OS 22 08 zac. o. scar N.T.S. '+ v owe. er: DWS m 4 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION 6 VERDCAL CROSS SECTION cm W. LFS 3 c 5 bowing configuration 5 Iruwlrrg configuration 5 Oulswing configuration see notes, sheet I auwwa r e; see general notes, sheet 1 for 1MiPwalerinfdlrotlon see general notes, sheet 1 for'HVHPwaterinlBhallon general tor' rwotetlnfillrollon FL-8871.5 n ro is= 5 a 8 Arequirementsrequirementsrequirements Ic TYP. HEAD & MASONRY JAMBS OPENING Ek 2 d 2X BUCK LUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the comers may be o4usled to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER* must be adjusted to maintain the min. edge distance to mortar Joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table., i r sj z r: 0 z TYP. HEAD & MASONRY E U 0 W JAMBS OPENING i 2 5 cE -. j FRAME -/ LiC4d A 00J tq 2X BUCK - Ty RE w C, U 1IF —j 0 HINGE JAMS FRAME ANCHORING STRIKE JAW Masonry 2X buck construclion ANthbit' ANCHOR 1 114 CLEARANCE MIN:'CLEARANCE. E . MBE'DMEI4T- Q1 ASONRY— JOADJACENT . EDGE ANCHOR ITIN 1/ 4- 1.1/4' r 4- TAPCON* ELCO a, 1-1/lr 1. 4" JULTRACON I 1 WOOD SCREW INSTALLATION NOTES: nd distance, & I'o.c. spacing of 1. Maintain a minimum 5/8"edge lance, I'e wood screv-s to prevent the splitting of wood. HINGE DETAIL LATCH & DEADROLT DETAIL LL- N.T.S. er Dws • LFS FL- 8871.5 cc El OF TYP. HEAD lrt f PT` o n JAMBS I N N A y Z 1 Z U MASONRY OPENING a TCzUNtd17 to mo FRAME o Ko IX BUCK 0 a ss m LLATCH i DEADBOLiDETAII n La 0 N = 0 N U W c HINGE JAMB STRIKE JAMB 11 CONCRETE ANCHOR NOTES: FRAME ANCHORING G I. Concrete anchor locations of the comas may be odNsled to malnfoin the min. Masonry 1X buck construction 1'l edge distance to mortar Joints. 2. Concrete anchor locollons noted as MAX ON CENTER' must be odJusfed to mointoln the min. edge distance to morlor Joints. o"tbnot concrete anchors may be required to ensue the MAX. ON CENTER• dbnendon ore not exceeded. G n i3. Concrete anchor table: 12 sir c 12 O O p i nN^z uo oar 5122108 i WALL N.T.S. i HINGE DETAIL MD. BY. DWS m' owc gel. LFS 3 WOOD SCREW INSTA"TION NOTES: aumm fa:e 1. Maintain a minhwm 5/8' edge distance. I' end distance. 6 I"o.c. spodng of FL-8871.5 0 wood screws to prevent the spotting of wood. ow 7 a 8 .00 ANCHOR ANCHOR MIN. •. . • MIN. CLEARANCE MIN. GLfARANCf SIZE.., EMBEDMENT iO ADJACfM.. TYPE-. Om EDGE .. ANCHOR.:..' TW •.... T/P Y IAPCON ItW 3' IAPCON BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A I X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C MAX. 1/4" SHIM SPACE WOOD D 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING 10 ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE G 3/167 X 3-1/4" PFH ITW CONCRETE SCREW STEEL J 1/4" X 3-3/4" PFH RW CONCRETE SCREW STEEL L R 10 X 24/T PFH WOOD SCREW 1.1.7 MIN. EMBEDMENT) STEEL 1 INSWING ADJUSTABLE THRESHOLD LS300AJ 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 10 X 3/4- PFH SCREW STEEL 13 N9 X T PFH WOOD SCREW STEEL 14 LATCH STRIKE PLATE STEEL 15 SECURITY STRIKE PLATE STEEL 16 8 X 2-1/7 PFH SCREW STEEL 17 N8 X 3/4- PFH SCREW STEEL 18 KWIKSET SERIES PASSAGE LOCK STEEL 19 KWIKSET SERIES DEADBOLT 660 STEEL 40 SMOOTH STAR DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS 41 DOOR SKIN 0.07T THK. SMOOTH STAR = 6,000 PSI MIN. FIBERGLASS 42 TOP RAIL SMOOTH STAR COMP. 43 LOCK STILE SMOOTH STAR) WOODAVL 44 HINGE STILE SMOOTH STAR WOOD 45 BOTTOM RAIL SMOOTH STAR COMP. 46 PANEL REINFORCEMENT 0.023" THK. SMOOTH STAR STEEL 47 FOAM CORE POLYURETHANE 60 FIBER CLASSIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS 61 DOOR SKIN 0.137" THK. FIBER CLASSIC = 6,000 PSI MIN. FIBERGLASS 62 TOP RAIL FIBER CLASSIC COMP. 63 LOCK STILE FIBER CLASSIC WOOD/LVL HINGE STILE FIBER CLASSIC WOOD BOTTOM RAIL FIBER CLASSIC COMP. K567 PANEL REINFORCEMENT 0.023' THK. FIBER CLASSIC STEEL FOAM CORE I POLYURETHANE I•- 4.56 I O A HEAD SSIDtomb SJlT Ti tl svn•• >. THRESHOLD buwkg se -Qwl SJS' 4 rS THRESHLDO Oulsw*V standoid t: V, 2 o om Loin u 9r,mz EE0 a ._ w z ow g 5 6 r mda s c6 o= R di SJ3S u THRESHOLD o m Y buv*VocWable &I 7, 50071-mil' -t 4 THRESHOLD oubwTv coastal 1HRES OLD • 9w` DWS 6 ftwmg ma. ay.. LF'S MAX. DESIGN PRESSURE _ +/- 50 PSF °"11w No, FL- 8871.5 sign or -A Florida Building Code Online Page 1 of 6 T P. WIN- - i ofOEtl ar?SwYfiilil7ia "• v:•,••r••••_. scis Home I Log In ! User Registration Hot Topics I Submit surcharge stars 6 Facts ! Publications ! FSC son ! SCIS site Map ! Links I search ! bpraIP ! Product Approval yi pt USER: Public User i Product Aooroval Menu > Product or Aoolieatlon Search > Aoollcation List > Application Detail FL # FL15279-RS 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 reapply 11/28/17 I] Clopay Building Products Company 8585 Duke Blvd. Mason, OH 45040 513) 770-6062 mwesterfield@clopay.com Scott Hamilton shamilton@clopay.com 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 14: 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 RS EDuiv 20170809 - FBC - DASMA 108 enuiv.Ddf FL15279 RS Eauiv 20170809 - FBC - DASMA 115 eouiv.Ddf Product Approval Method Method 1 Option A Date Submitted 08/10/2017 Date Validated 11/29/2017 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv" VVKJZ1Q... 2/1/2018 Florida Building Code Online Page 2 of 6 Date Pending FBC Approval Date Approved Summary of Products Go to Page Q Q 12/05/2017 10 -0 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, WINOCOOE® W3 Garage Door SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R5 C CAC Letter with proof of contract and proof of inspection.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R5 C CAC W3 Listino 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 FL15279 RS It 101655-Rev12.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-IA471: GD1SP, Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated GR1SP, GD1LP, GR1LP, AR1SP, EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) AR1LP, EDLSP, EO1LP, 4132, 2132, Single -Car (up to 9'0" wide) WINDCODE® W3 Garage Door 6132, SFC38, MFC38 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R5 C CAC Letter with proof of contract and oroof of insnection.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FLIS279 RS C CAC W3 Listing Intertek.odf Design Pressure: +20 PSF/-21 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FLIS279 RS II 103952-RevOl.odf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 1S279.3 003 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, WINDCODE® W3 Garage Door 8131, 8133 Limits of Use Certification Agency Certificate - Approved for use in HVHZ: No FL1S279 R5 C CAC Letter with proof of contract and proof of inspection.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R5 C CAC W3 Listing Intertek.odf Design Pressure: +20 PSF/-20 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product OS/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 104175-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: 1S279.4 004 W3-16 DSIE-IA171: 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, WINDCOOE® W3 Garage Door SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS279 RS C CAC Letter with proof of contract and proof of inspection.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF FLIS279 RS C CAC W3 Listing Intertek.pdf Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product OS/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL1S279 R5 It 101820-Revl3.odf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.5 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZI 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, A'ISP, 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) WINDCODE® W3 Garage 6132, SFC38, MFC38 I Door Limits of Use Approved for use in HVH2:: No Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windbome debris regions (ref 1609.1.4 FBC). 15279.6 006 W3-16 OSIU-IA171: 9130, 9131, 9133, HDP13, HDPF13, HDPL13, 7130, 7131, 7133, 8130, 8131, 8133 Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: 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 windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FLi5279 RS C GAG Letter with proof of contract and proof of insoection.pdf FLIS279 RS C CAC W3 Listino Intertek.Ddf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 RS II 104028-Rev0I.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 FLIS279 RS C CAC Letter with proof of contract and oroof of inspection.odf FLIS279 R5 C CAC W3 Listino Intertek.odf Quality Assurance Contract Expiration Date OS/21/2028 Installation Instructions FLIS279 RS II 104168-Rev0l.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Parry: Evaluation Reports Created by Independent Third Party: 15279.7 148B4 O07 W3-16 PAN-2F153: 73, 1500, I Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) 75, 190, 84A, 94, 42, 48, 55, 42B, WINDCODE® W3 Garage Door SSS, 4RST, 6RST, 4RSF, 6RSF Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: 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). 1S279.8 008 W4-09 DSIE-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 HVH2:: No Approved for use outside HVH2: 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 FL15279 RS C CAC Letter with proof of contract and oroof of inspection.pdf FL1S279 RS C CAC W3 Listino Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 RS II 101308-Revl2.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports 11 Created by Independent Third Parry: 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 FLIS279 RS C CAC Letter with proof of contract and oroof of inspection.odf I FL15279 R5 C CAC W4 Listino Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 RS II 1016S2-B-Revll.Ddf 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-lF471: GD2SP, Gallery/Arbstry/Expressions: 2" Double -skin Insulated EPS GR2SP, GD2LP, GR2LP, AR2SP, (exterior skin 27 ga. min.; intenor 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 HVH2: No FL15279 RS C CAC Letter with proof of contract and proof Approved for use outside HVH2: Yes of inspection.odf Impact Resistant: No FL15279 R5 C CAC W4 Listino Intertek.odf Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date Other: The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions FL15279 R5 II 103969-5-RevO2.Ddf https://www.floridabuilding.oriz/t) r_app_dtl.aspx?param=wGEVXQwtDgv"yVVKJZ1Q... 2/1/2018 Florida Building Code Online Page 4 of 6 DOES NOT meet the impact resistant requirement for Verified By: Intertek Testing Services NA, Inc. windborne debris regions. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.10 010 W4-09 DSIU-1F171: 9200, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9201, 9203, HOP20, HDPF20, interior skin 27 ga. min.) Single -Car (up to 9'0" wide) HDPL20, 7200, 7201, 7203, 8200, WINDCODEp 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). Certification Agency Certificate FL15279 RS C CAC Letter with proof of contract and proof ofinsoection.odf FL15279 RS C CAC W4 Listino Intertek.12d Quality Assurance Contract Expiration Date O5/21/2028 Installation Instructions FLIS279 R5 II 104183-Rev0l.pdf Verified By: Intertek Testing -Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.11 011 W4-09 DSIUO-1K479: Canyon Double Skin Insulated PUR (exterior skin 27 ga. min.; Ridge/Brookstone interior skin 27ga. min.) with Overlay Single -Car (up to 9'0" wide) WINDCODE® W4 Garage Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL15279 RS C CAC Letter with proof of contract and oroof ofinsoection.odf FLIS279 R5 C CAC W4 Listino Intertek.odf Quality Assurance Contract Expiration Date O5/21/2028 Installation Instructions FLIS279 RS II 104456-RevOl.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.12 012 W4-09 PAN-2F151: 73, 1500, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 7S, 190, 84A, 94, 76, 42, 48, 55, WINDCOOEO W4 Garage Door 42B, 48B, SSS, 4RST, 6RST, 4RSF, 6RSF, 2RST, GDSS, 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-21`441: G4S, GS4, G4L, GL4, GD4S, GD4L, GR4S, GR4L, G4SV, GS4V, G4LV, GL4V, GD4SV, GD4LV, GR4SV, GR4LV, E4S, E4L, ED4S, E04L, 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 FL15279 RS C CAC Letter with proof of contract and proof of insoection.odf FL15279 R5 C GAG W4 Listin6 Intertek.odf Quality Assurance Contract Expiration Date O5/21/2028 Installation Instructions FL15279 RS II 300159-B-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) WINDCODEO W4 Garage Door Certification Agency Certificate FL15279 R5 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 O5/21/2028 Installation Instructions FLIS279 RS II 103486-B-Rev08.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.14 014 W4-09 SPO-2F449: Grand Steel Pan (min. 24 ga.) with Overlay Single -Car (up to Harbor, Stone Manor 9'0"wide) WINDCODEB W4 Garage Door https://www.floridabuilding.org/pr/pr_app_dtl.a.spx?param=wGEVXQwtDgv3 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 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: +25.5 PSF/-25.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. 15279.16 016 W4-16 DSIE-1F471: GD2SP, GR2SP, G02LP, GR2LP, AR2SP, AIt2LP, E02SP, 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 OSlEO-1F479: 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/-2S PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.18 018 W4-16 DSIU-1F171: 9200, 9201, 9203, HOP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, 8201, 8203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25.5 PSF/-25.5 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL15279 R5 C CAC Letter with proof of contract and proof of insoection.odf FLIS279 R5 C CAC W4 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 RS it 103549-RevO6.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODEO W4 Garage Door Certification Agency Certificate FL15279 R5 C CAC Letter with proof of contract and proof of insoection.odf FLIS279 R5 C CAC W4 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 RS II 101481-13-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 R5 C CAC Letter with oroof of contract and proof ofinsoection.odf FLIS279 R5 C CAC W4 Listina Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 RS II 104029-B-RevO3.pdf Verified By: Intertek Testing Services NA, Inc. Created by independent Third Party: Evaluation Reports Created by Independent Third Party: Double Skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27ga. min.) with Overlay Double -Car (up to 16'0' wide) WINDCODE® W4 Garage Door Certification Agency Certificate FL15279 R5 C CAC Letter with proof of contract and proof ofinsoection.odf FLIS279 RS C CAC W4 Listina Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R5 II 103046-RevO7 odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double -skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FL15279 RS C CAC Letter with proof of contract and proof ofinsoection.pdf FL1S279 RS C CAC W4 Listino Intertek.odf Quality Assurance Contract Expiration Date OS/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 Party: https://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 Q... 2/ 1 /2018 Florida Building Code Online Page 6 of 6 15279.19 I019 W4-16 DSIUO-1K479: Canyon Ridge/Brookstone Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: +25.5 PSF/-25.5 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.20 020 W4-16 PAN-2F153: 73, 1500, 75, 190, 84A, 94, 42, 48, SS, 4RST, 6RST, 4RSF, 6RSF, GD5S, GD5SV, GRSS, GRSSV, ARSS, ARSSV, EDSS, EDSSV Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure: +24 PSF/-24.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. Go to Page Q 40 Double Skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27ga. min.) with Overlay Double -Car (9'2" to 16'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FLIS279 RS C CAC Letter with proof of contract and proof of insnection.odf FLIS279 RS C CAC W4 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R5 II 104457-Rev02.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Parry: Steel Pan (min. 2S ga.) Double -Car (9'2" to 16'0" wide) WINDCOOE&W4 Garage Door Certification Agency Certificate FLIS279 RS C CAC Letter with oroof of contract and oroof of inspection.odf FLIS279 R5 C CAC W4 Listino Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R5 II 101711-B-RevlS.Ddf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Nest 4I 101 Page l/81131 d 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 public -records request, do not send electronic mail to this entity Instead, contact the once by phone or by traditional mail. If you have any questions, please contact 850.487.1395. Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F S. must provide the Department with an email address If they have one. The emads provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick b =• , Product Approval Accepts: WMg i,. gam- Credl' Cird Safe https:// www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 Q... 2/1/2018 381 1 1 Utol g413AMOMMaAVM Ad G•rZ-/fZ+ M.sl 'm-mano0 NVd 1331S da Ho ONv OISSV13 •011ae:al H.O.O l M„ o.Ol b M Mrs 1® %W MUVV MOM dSd o•LC- s !Sd Olt+ :SOM ISU dSd G'rL- V !Sd O'tZ+ :SOVOI NOIS30 dRLLSMMV3M MIN i mass m III1NINnr- SM3= r1311 L33HS .O/G rlf (L) NUM 03HOVLLV a3XNW HOLLOGtr•' ao3 1531'' ASIV9 W Cl- SM3aas OMddVL e'L33 r/n./1 (al wiM c 03NOVLLV UVO-n N7V3 •(•O13 'NOUO3S LX3N NO vm-n 3NO 'NOW3S NOLLOO NO SWO-n OML TO NS31LVd 1-L-1-L V NI smv-n mus 'AM vO 0L TVl ,C1 c O, M3IA 33S 'SM3OOS ONlddvL im ,1/f,r/l r) OW W3M WON 133NS e/G rlf (r) NUM Saws aM CL 03NIMJ 30M NOV3 JADMu3TMV 'Alva W rl 1V13n 133Ns .0/G rl r)/M O3KWUV 13XOM H3V3 '13MOVM0 V3'nOH dOL MW 'Ara Va Ll CT ISM 09 :H19N3Ols GMX 'MR I331s •Ara 'va oa U"E-n rnl .t MO110 .E -1 1 LWA Sots) V-V MUMS In MM" 1r6.N1 I t r -M-4.0 Awm w aysa oovr-Octs (rw) uG' 3w w NArrm o oct No Nosm s}Onpo.d 6u to/c/1 mw ' ale 3Mn0 syse z-NVd :Uw edolo i i a i m• aenV 77.• 2® m• m OfYO " Y OOd"OpIMLAOimO-L/Imuca"mUmNBM a6 a.0am 6 66O1 a ON 7O0 jxw ur a >a ao aemr a Y7. i .t wi •000 a 1ocU vm a siY Ye• 6rmo1 as w an-mw o an•1 a• 6q•• MYDMN6 w b am wmw M OY •a a 6eamo 6/v Y141 m6 a" mar s•wSM Imm nwm =4Yu NDIS MW e0 S303 N10O OL avu" 1vDO dol HILSUWd NO-03XV0 v ow In Md NO-03W O V NW1 MMS I3315 'A" 'MM NO GL AINO S1300n 03LVVISNO H3)OVO T33UNH Um HUM )IORO NOLLVHLSM IIVOI 3H3OA15AWd ALWOO fl s1rllor do mIs ., v RF.d , z A Slro13a er(vf aNV H3VM1 8. lIV13a 13fR)1SN03 a2NaNVIS aNV v. 1IV13a NOL nUISN03 1NV1SIS3M 13VdI41 NO3 OAL 133NS 33S morm-ve-vr D-rr C LI7S e m a•r orN O vowuHn6IMSSAM ama-> asnx nrnno. 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ZvID Gy N a 00 4'iYl i O LmITwfmamDtwtSO= TTM.71am1r0a Of 01011 MW ..hW 7imi l an mt ® Ioa c01QV0 01 Tai/ Lmnsm _j lIII w4a wiwwm m DAL uau Eft Do wvj m 7i W w MM Ai MA DMu lwut a- t tL 909 ONIMVUG SlIVAG A18YOSSY OWONVLS said tasrm owt riI ..h • .1 MD WWI Nlm DItu1 as ®maI Ofml icwY 1mIIVpM 1 m IIIY® I 11Yt m ow ME Un NEKW IIIrtO IOmf L. aw iLL w aim wm DLL ON am am" LFGWD Nor 33w000mw N atv itumis w O W" iLL w1 mtm O s.muismul iLL O Anti marl .tau iLLMYMNSOM1tmYal.a OMLLVd is iu O 110®0 DLL • bail atr aa/ 10•uiD.. —vt ate" W-4 tmi mamlmtamdgwmwY711 I mli imow" wma ma mimt uw ma Ims Yta 01 .t n 7Dm svr w .. h ou w - - aM ta imt WMtomwn o 'itlM- rn tx M.it . rl Nla aw 0ta as oatsw SIDOmm owl rat 'A" w a V t t L t O t ONUV1Vtla mom tan 7 m motor 'A71O b .• m I tort¢ mm "M $1IV130 A18W355V 1NV1$ 1538 13VdW1 ILO .t/.t y t nm oN m ni .t I aw m 'ATOI si@I •orator .st ww IN.I i7q r0 u t u ari an.t}i-t•.nA Da am maw nw vDt im re os . aw Mo ran • Aii iit ro m am Dm .oral t4 Oro W vrrwm woo a aroma w vomra.m tar WAW an msYl DM. mw Dauer m 0tu.0D 71 P tva mumlt Y •It1-tor N6W m Yl[il 71 ram 00 00 vlw lle 7xati CAMM SIM v milowmtoN.610Wm >t nN toaon vm/i tllm mmSm as .1 Gann .rM mum t w plasm •tat 6/ 070Y1 amlm .Lt w iaDN II03/6 .P.r/1 wo omsq twumm Yet mmVmaoumaimtm..omw .c•.tA' 1aa11 an TmNmii IiIMIw( Imalu71 ION ImO a1t9O1NW A iNl WuaY. lmt/1-t stOINA .s w fn— - C th Florida Building Code Online Page 1 of 4 LriiY F iZ •`m r"eMmr"'' o"waa",aer l ti9iaiiaSEW SCIS Home Lop In I User Registration i Hot Topics I Submit Surcharge Stats 6 Facts ; Publications I FBC Staff SCIS Site Map I Unks I Search j ori a . r mi Product ApprovalUSER, Public User Product Aooroval Menu > PfoduQ or AooLeaoon Search > Aoolicatan Lis[ > Application Detail FL # FL17499-R3 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived n 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 Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard AAMA 506 AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 01/15/2018 Date Validated 01/15/2018 Date Pending FBC Approval Date Approved 01/21/2018 Year 2011 2008 2011 https://www. floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6B... 2/ 1 /2018 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 Approved for use outside HVHZ: Yes FL17499 R3 C CAC MI Windows - 18S SH (Fin) Impact 4 df Impact Resistant: Yes Design Pressure: +55/-55 FL17499 R3 C CAC MI Windows - 185 SH (Fin) Impact (5) Done pdf Other: R-PGSS', Missile Level D, Wind Zone 3. Glass to be bedded in Pecora 896 sealant. FL17499 R3 C CAC MI Windows - 18S SH (Flange) Impact 3).odf FL17499 R3 C CAC MI Windows - 185 SH (Flange) Imoact 4).odf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 R3 II 08-02545B.odf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513321E-3.i)df Created by Independent Third Party: Yes 17499.2 185 SH 52x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R3 C CAC APC(13361)E1726.01-109-47-R0 185 SH(FLG waiver).odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 Other: R-PG60 FL17499 R3 C CAC MI Windows - 185 SH (Fin) (11).odf FL17499 R3 C CAC MI Windows - 185 SH (Fin) (12).odf FL17499 R3 C CAC MI Windows - 185 SH (Flange) 10).odf Quality Assurance Contract Expiration Date 10/08/2018 Installation Instructions FL17499 R3 II 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 17499.3 185 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(133631E1729.01-109-47-RO 185 SH (FLG warver).odf FL17499 R3 C CAC MI Windows - 185 SH (Fln) (131.odf Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 FL17499 R3 C CAC MI Windows - 185 SH (Fin) (14).odf FL17499 R3 C CAC MI Windows - 185 SH (Flange) Other: R-PG60` 11).odf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions R3 II 08-02550B.odfFL17499 Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 51332BB-5 odf Created by Independent Third Party: Yes 17499.4 185 SH 3601 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 5H 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 08-03163.0df Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 514082.odf Created by Independent Third Party: Yes 17499.5 185 SH 5202 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) Imoact 2).odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes FL17499 R3 C CAC MI Windows - 185 SH (Fin) Imoact 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-PG55, Missile Level D, Wind Zone 3. Glass to be FL17499 R3 C CAC MI Windows - 185 SH (Fiance) Impact 2).odfbeddedinPecora896sealant. FL17499 R3 C CAC MI Windows - 185 SH (Flange) Impact 5).odf Quality Assurance Contract Expiration Date 10/10/2018 Installation Instructions FL17499 R3 II 08-02544B-i.odf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513320E-I.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 R3 C CAC APC(13362)E1725.01-109-47-RO 185 SH(FLG waiver)5-81G 1-8A 52 1-SX84 R60(1009181.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 - 18S SH (Flange) (9).odfOther: R-PG60 Quality Assurance Contract Expiration Date 10/09/2018 Installation Instructions FL17499 R3 II 08-02546B-2.odf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513322E-2.pdf Created by Independent Third Party: Yes 17499.7 185 Triple SH 111x72 Fin Frame IG/SG Single Hung 130x72 Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R3 C CAC MI windows - 18S SH Triple (Fin) Approved for use outside HVHZ: Yes odf Impact Resistant: No FL17499 R3 C CAC MI Windows - 185 SH Triole (Fin) Design Pressure: +50/-50 4).Ddf Other: R-PG50' FL17499 R3 C CAC MI Windows - 185 SH Triole (Fiance) 3) odf FL17499 R3 C GAG MI Windows . 185 SH Triole (Flange) 4.d Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions FL17499 R3 II 08-02548B.odf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE S133248-6.odf Created by Independent Third Party: Yes 17499.8 185 Twin SH 106x72 Fin Frame IG/SG Single Hung 105x72 Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R3 C CAC MI Windows - 18S SH Twin (Fin) Approved for use outside HVHZ: Yes 3).Ddf 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 CAC MI Windows - 185 SH Twin (Flannel 3). odf FL17499 R3 C CAC MI Windows - 185 SH Twin (Flange) 4).odf Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions FL17499 R3 II 08-025478-7.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 Back Ne>< Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone, 850-07.1824 The state of Florida is an AA/EEO employer. Copyright 2007-2013 State of Flonda.:: PrKjQ Statement : • ACcesilbility 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 Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail If you have any questions, please contact 850.487.1395. `Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here. Product Approval Accepts: I lea Crad Cali• — Safe. https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQvADgtCUGgvj 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. 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REOL11RE0 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 1 DESCRmRON I DATE I APPROVED A I REVISED ANCHOR SPACING h CHARTS 107/11/16 I R.L. IBREVISEDGLASS10/02/17 R.L. 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 21( BUCK USE 110 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 S10 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 2.000 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 I TABLE OF CONTENTS SHEET NO.I DESCRIPTION 1 I NOTES 2 - 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS 11 COMPONENTS SIGNED: 1211412017 MI650WINDOWSD DOORS, LLC IILIo /i. bA1AMARKETJ511aGRATZ. PA 17030-0370CENSF Oy6F OF.- SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON -IMPACT t NOTES TAT oFSlc( 0R10*•G\\ DRAWN.DwcNo. REV1r= N. G. 08 022549 B Luis R. Lomas P.E. FL NO.: 62514 arE NTS12/29/14 1 OF 11 L ROBERTO LOM4S P.E. 1432 WOODFORD RD LEWISVILLE. NC 27023 3, 140-06 ,oal.s OrwnurP com ti FR HE L 16" O.C. 2 AX ME GHT OMAX 4 52" MAX FRAME WIDTH — 52' MAX FRAME WIDTH — 2' MAX — r r 16' MAX O.C. 2" MAX 72" T_ MAX FRAME HEIGHT J 4 JaAY— X 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FLANGE d FINLESS INSTALLATION FLANGE 6 FINLESS INSTALLATION SEE CHART #1 FOR SMALLER UNITS REOUIRED ANCHORS SEE CHART I r FOR SMALLER UNITS REOU/RED ANCHORS DESIGN PRESSURE RATING IMPACT RATING 60.0PSF NONE MI WINDOWS AND DOORS, LLC NOTES: 650 WEST MARKET STREET 1. MAXIMUM SASH SIZE: 51" X 36". GRATZ, PA 17030-0370 2 MAXIMUM SASH D L.0 : 47 5/8" X 32 1/2". SERIES 185 ALUMINUM SINGLE HUNG WINDOW 3 MAXIMUM FIXED D.L.O.. 49 3/8' X 32 1/2', 52" X 72" NON —IMPACT FLANGE 6: FINLESS ELEVATIONS N.G. 08-02549 HARDWARE SCHEDULE SCALE NTS -( 12/29/14 -- 2 OF 11 METAL SWEEP LOCK AT 6' FROM EACH END INTERIOR MEETING RAIL L. RpBERTOLOMAS P.E. T13211tl0OFORD RO LEWISVALE. AC 27023 BLOCK AND TACKLE BALANCE AT JAMBS 434.6aa•0609 ftms@*Ak of o 2' MAX 16" MAX O.C. Y MAX 2 16" OMAX O.C. RLVISIDNS DESCRIPTION DATE APPROVED REVISED ANCHOR SPACING h CHARTS 07/11/16 R.L. REVISED GLASS 1 10/02/17 R.L. CHART k1 Number of anchor locations required Frame Framo Width In Height f6.00 24.00 30.00 1 _36.00 42.00 1 48.00 52.00 In) Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb 24.00 2 3 3 3 3 3 0 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 46.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 54.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 60.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 66.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 72.001 2 1 6 3 6 3 6 3 6 4 6 4 6 4 6 SIGNED: 1211412017 I IC o E ti.9 fir' I(1D. AT OF • STATE OF i5i'ot`S; c ORIOP; •G` DIVA j1 a`\ Luis R. Lomas P.E. FL No.: 62514 52- MAX FRAME WIDTH 2' MAX 10" MAX D.G. 2- MAX I 0 MAX O.C. O 72" MAX FRAME HEIGHT I FI HI 52' MAX FRAME WIDTH 2" MAX — 10" MAX D.G. 2" 10- f MAX O.C. O f 2- IAX 4ME IGHT 4 X REVISIONS REV DESLRIPDDN WE I APPRWED A REVISED ANCNOR SPACING @ CHARTS 07/11/16 R.L. 2 MAX B REVISED CLASS 10/02/17 R.L. CHART#2 Number of anchor locations required Frame Frame Width in Height in) 18.00 H IS S Jamb 24.00 H d S Jamb 30.00 H d S Jamb 36.00 H d S Jamb 42.00 H d S Jamb 48.00 H IS S Jamb 52.00 H IS 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 j 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 51.00 3 6 3 6 4 6 6 5 6 6 6 6 6 E00 3 7 3 7 4 7 7 5 7 6 7 6 7 66.00 3 8 3 8 4 8 5 B 5 8 6 8 6 8 72.00 1 3 1 8 3 8 1 4 8 5 1 8 1 5 8 1 6 i 8 6 6 185 ALUMINUM SINGLE HUNG WINDOW 1 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW EXTERIOR VIEW FIN INSTALLATION FIN INSTALLATION SEE CHART 12 FOR SMALLER UNITS REOUIRED ANCHORS SEE CHART 02 FOR SMALLER UNITS REOUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING t60.0PSF 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 D.L.O.. 49 3/8- X 32 1/2-. HARDWARE SCHEDULE METAL SWEEP LOCK AT 8• FROM EACH ENE BLOCK AND TACKLE BALANCE AT JAMBS MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT FIN ELEVATIONS DRAWN: DR6 ND. N.C. 1 08-02549 SOLE NTS JDAIE 12/29/14 1 SHEEr3 OF 11 L. ROBERTO LOMAS P E. 1432 HE70DFORD RD LEIWSWLLE, NC 27023 434.60-0609 f0ma5f*ba aapec SIGNED: 1211412017 ENSt TAT OF o !'ZORM"" SS/ONA j1ENG\ Luis R. Lomas P.E. FL No.: 62514 RrASIONS ' 1/2" MIN REV DESCR09M EDGE DISTANCE A REVISED ANCHOR SPACINC 6[ CHARTS WOOD FRAMING OR 2X BUCK B REVISED GLASS BY OTHERS 1 1/4" MIN. M EDMENT BACKER ROD APPROVED 1/4" MAX. SEALANT SHIM SPACE 1 MIN. MENTIIIII # 10 WOOD SCREW EMBBEDED INTERIOR l_ 1/2" MIN EDGE DISTANCE 10 W00 SCREW / WOOD FRAMING J/ OR 2X BUCKEXTERIORWBYOTHERS 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 APPROVED EXTERIOR 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 N.G. 1 08-02549 scuc NTS o`er 12/29/14 —4 OF 11 L. ROSERTO LOLyS P E. 1132 WOODFORD RD LEWISVILLE. NC 270" 434-6ss-0609 dw4&5l@Hama$Mc0M DATE APPROVED 07/11/16 R.L. 10/02/17 R L. SIGNED: 1211412017 0 GENSF 5 SAATwT* L Ss1ONA j1kG\ Luls R. Lomas P.E. FL No.: 62514 1/2" MIN EDGE DI$TANCE MLI STRUCTU BY OTHE APPROVED SEALANT 1/4" MAX. SHIM SPACE REVISIONS ' REV DESCRW11M DAIC I A PW40 A REVISED ANCHOR SPACING @ CHARTS 07/11/16 R.L. B REVISED CLASS 10/02/17 R.L. 1 /4" MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW rq t o SMS OR INTERIORINTERIORSELFDRILLING SCREWS MIN. EDGE DISTANCE METAL EXTERIOR EXTERIOR STRUCTURE BACKER ROD BY OTHERS do APPROVED SEALANT ul JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION BACKER ROD do APPROVED SEALANT META STRUCTUR BY OTHER SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1/4" MAX. SHIM SPACE 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 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 omwN Dwc ND. N.G. 08-02549 sr NTS1 CA" 12/29/14 ISMEE15 OF 11 L RO'BERTO LOMAS P.E. 1432 WOODFORD RD LEIVISVILLE. NC 27023 4344 0-0609 ffl n st4bmsspso SIGNED: 1211412017 R 1 lL04/i//,/ C E IV s 90 5 _ D TIAT ` OF • 111111 0NA j1':\\\ Luis R. Lomas P.E. FL No.: 62514 2 1/ MIN. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS MIN. OPTIONAL IX BUCK ' ° • °' 1 1/4' EMBEDMENT SEE NOTES 3 — 7 SHEET 1 I 1/4" MAX. BACKER ROD SHIM SPACE do APPROVED SEALANT INTERIOR EXTERIOR 3/16• TAPCON 1 1/4" MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS o 3/16" TAPCON .° 2 1/2• MIN. EDGE o DISTANCE REVISIONS REV DESCRIPTION OLTE I APPROVED A REVISED ANCHOR SPACING 8 CHARTS 07/11/16 1 R.L. B REVISED GLASS 1 10/02/17 IRL 1/4" MAX. SHIM SPACE INTERIOR BACKER ROD EXTERIOR k APPROVED OPTIONAL 1X BUCK SEALANT SEE NOTES 3 — 7 SHEET t JAMB INSTALLATION DETAIL CONCRETEANASONRYINSTALLATION SILL TO BE SET IN A BED OF NOTES: 1.INTERIOR AND EXTERIOR FINISHES. BY OTHERS, BACKER ROD APPROVED NOT SHOWN FOR CLARITY. do APPROVED STRUCTURAL 2. PERIMETER AND JCHNTSEALANT BYOTHERS TOBE SEALANT SEALANT DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 1211412017 OPTIONAL IX BUCK 1/4• MAX. MI WINDOWS AND DOORS, LLC R• L0 SEE NOTESHEET1SHIMSPACE 650 WEST MARKET STREET xJ c' 117/ii GRATZ, PA 17030-0370 fir, •PVC• E NSA CONCRETE/MASONRY BY OTHERS O SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT 6 o Povi• FLANGE INSTALLATION DETAILS j( AT OF i W D MwwDRc No. REV F• °(ORIOT • e 08 a s02549 SCALEDALENTS12/29/14 6 OF 11It VERTICAL CROSS SECTION L ROBERTO LOMAS RE Luis R. Lomas P.E. CONCRETEIMASONRY INSTALLATION 14.VWOODFORDRDLEWISVILLE.NC27023 FL No.: 62514 43.4eea Ds ,S@ aY11 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN EDGE DISTANCE 1/4" MAX. HIM SPACE 810 WOOD SCREW 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: 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 RLNSIONS REV DESCRPRDN DATE I APPROVED A REVISED ANCHOR SPACING k CHARTS 07/11/16 R.L. B REVISED CLASS 10/02/17 R.L. 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE 1 1/2' MIN INTERIOR EDGE DISTANCE J10 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 65D WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS DMWW O" ND N.G. 08-02549 s uE NTS 0`12/29/14 ISHEr7 OF 11 L. ROBERTO LOA44S P.E. 1432 WOODFORD AD LEW ISVILLE, NC 27023 4316l1-0609 Oonut®kmasp mm SIGNED: 1211412017 1R LL Dgf/i GENs.,p D 62,55 13 TAtTT OF-:Z s/DNA 'e: V\ Luis R. Lomos P.E. FL No.: 62514 0 REVISIDNS 2 1/ MIN. EDGE DISTANCE REV DESCRIPTION DATE APPROVED A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L. CONCRETE/MASONRY B REVISED CLASS 10/02/17 R.L. BY OTHERS e • ' OPTIONAL 1X BUCK a 4 •' EMBEDMENTEMBEDMET 1 1/4" MIN. SEE NOTES 3 — 7 SHEET 1 EMBEDMENT I CONCRETE/MASONRY BY OTHERS OPTIONAL 1% BUCK SEE NOTES 3 — 7 1/4' MAX v SHEET 1 BACKER ROD SHIM SPACE APPROVED SEALANT 3/16" TAPCON 1/4' MAX. 3/16" TAPCON SHIM SPACE INTERIOR INTERIOR 2 1/2" MIN. o EDGE ' DISTANCE EXTERIDR EXTERIOR BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETEAMASONRY INSTALLATION SILL TO BE SET BACKER ROD APPROVED IN A BED OF APPROVED NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, SEALANT STRUCTURAL SEALANT NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE OPTIONAL 1X BUCK 1/4• MAX. DESIGNED INACCORDANCE WITH ASTME2112 SEE NOTE 3 — 7 SHIM SPACE SIGNED: 1211412017 SHEET 1 MI WINDOWS AND DOORS, LLC 11111IIIII,, CONCRETE/ MASONRY a• 650 WEST MARKET STREET GRATZ. PA 17030-0370 N 5 R'. Lp 41CFNS' 9f v P BYOTHERSnSERIES 185 ALUMINUM SINGLE HUNG WINDOW Z *• 0 95 k = n • ' 52" X 72" NON —IMPACT d' •'• FINLESS INSTALLATION DETAILS A ; STATE OF A DRAWN- owG ND. O' l` • FlOR10t'• REvj// l/ VERTICALOB- ou2 599 Fl1 B j1E G\ CROSSSECTIONNTS DATE 12/29/t 4 CONCRETE/ MASONRY INSTALLATION L. ROBERTO LOINAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 LUIS R. LOfT1OS P.E. 4344r' CD•00) i0DffdSfl bMWpsCom FL No.: 62514 APPROVED SEALANT BEHIND FIN 7/16" MIN EDGE DISTANCE 7/16" MIN EDGE DISTANCE APPROVED SEALANT BEHIND FIN 1 1/4- MIN EMBEDMENT cmocumL., VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION WOOD FRAMING BY OTHERS 1/4* MAX. SHIM SPACE REVISIONS .. REV DESCRIP110H DAIS I APPRDVED A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L. 8 REVISED GLASS 10/02/17 R.L. WOOD FRAMING 1/4- MAX BY OTHERS r SHIM SPACE y8 WOOD SCREW INTERIOR 1 1/4- MIN. EMBEDMENT APPROVED SEALANT BEHIND FIN 7/16- MIN EXTERIOR EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1/4- MAX 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, SHIM SPACE NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BYOTHERS TOBE 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 DWC DRAWN: NO. N. G. 08-02549 SCALE NTS DAn 12/29/14 s'w 10 OF 11 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEVVISIMLE, NC 27M 434- 6 -OW9 ftmastftbmw.com SIGNED: 1211412017 RI IC ter . C E14St qLp Ir • _ 5• t _ yAT° JLEOF • — ill e pNA j1E 1` Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS APPROVED SEALANT 1/2" MIN I EDGE DISTANCE 1/4" MAX SHIM SPACE REVISIONS REV DESCRIPTION DATE I APPROVED A REVISED ANCHOR SPACING & CHARTS 07/11/16 R L B REVISED CLASS 10/02/17 R.L. 1/4* MAX. SHIM SPACE 10 SMS OR SELF DRILLING #10 SMS OR INTERIOR SCREW SELF DRILLING INTERIOR SCREWS 1I MIN. EDGE DISTANCE 1 EXTERIOR METAL BACKER ROD STRUCTURE APPROVED EXTERIOR BY OTHERS SEALANT JAMB INSTALLATION DETAILIIIIMETALSTRUCTUREINSTALLATION BACKER ROD APPROVED SEALANT STRUCTURE BY OTHERS VERTICAL CROSS SECTION METAL STRUCTURE IPSTALLATION 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 SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1/4" MAX SHIM SPACE 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 O!G NO N.C. 08-02549 r TS DAB 12/29/14 sNEETg OF 11 L. ROBERTO LOM4S P.E. WV WOODFORD RD LEN9SVILLE, AIC 27023 434-6C1-0609 4brIMs0Y10masys COM SIGNED: 1211412017 S1R! I LIO/F ii J • :1f ii 1f1o5 • yt O(OR10P• • B Luis R. Lomas P.E. FL No.: 62514 2 3/16" 13I/ 16' J FLANGE FRAME HEAD CM-18501 ALUMINUM 6063-TS 050' THICK 2 5/16" —j 3 3/8" FLANGE FRAME SILL CM.18502 ALUMINUM 6063-T5.055' THICK 1 5/B LOCK RAILS 'ILE CM-I8505 ALUMINUM 6063-T5.062' THICK Lir 1,B. 1" GLAZING BEAD CM-18535 RIGID PVC 050' THICK 1 7/8' 2 3/16" FLANGE FRAME JAMB CM-18503 ALUMINUM 6063-T5.050' THICK FINLESS FRAME SILL CM-18554 ALUMINUM 6063-T5.055' THICK 1 7/16' 2 5/16" L1 SASH BOTTOM RAIL CM-18555 ALUMINUM 6063-T5.050' THICK 1 3,8- r 15/16" SASH STILE CM-18507 ALUMINUM 6063-T5.050' THICK 2 3/16" — I 1 5/16' t FINLESS FRAME HEAD CM_ law ALUMINUM 6063-T5.050• THICK 2 5/16' —1 3 3/4" L -_e r FIN FRAME SILL CM-18509 ALUMINUM 6063-TS .055' THICK 1 I/8 FT2' L MEETING RAIL CM-18504 ALUMINUM6063-T5 055'THICK 1 3/8 — 2 3I/ 16" J— FINLESS FRAME JAMB CM-18513 ALUMINUM 6063-TS .050' THICK 2 3/16' —{ 2 5/ 16"T7L FIN FRAME HEAD CM-18508 ALUMINUM 6063-T5.050' THICK 2 3/8' 2 3/16' FIN FRAME JAMB CM-I8510 ALUMINUM 6063-T5.OSO' THICK REVISIONS DESCRIPTION M1E APPROVED REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L. REVISED GLASS 10/02/17 1 R.I. 5/8' — 1/8" ANN. — 1/8' ANN. 1/8" ANN. 090 PVB BY KURARAY METAL REINFORCED BUTYL SPACER EXTERIOR I INTERIOR 1/2' BITBITE SILICONE SEALANT SETTING DLOCK GLAZING DETAIL MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON -IMPACT COMPONENTS DRAWN: DWG No N.G. 1 08-02549 SCALE NTS I DAZE 12/29/14 "HEFT 11 OF 11 L. ROBERTO LOANS P.E. 1432 HpODFORD RD LEWISVR.LE. NC 27023 434.69941609 /Dcwrwv *blHSpb. SIGNED: 1211412017 LID GENStc,J+ TAT E OF W Rtv 0'° F•'clOR10":• . e 1ONAj1t N\\\ Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online Page 1 of 3 ir "' ' "' ".--%! r' :, new' aa• "e'rr' SCIS Home I Lop In I User Reg.stntion ; Hot Top.cs I Subnut surcharge I Stats 6 Facts i Publications ! FSC Stan I SCIS site Map I unks i search I lorida rV 1_s, :, Product Approval rem I `& -° USER: Public User t•rtriti Product Aooroval Menu > ProGUQ or Aotlll[ation Search > Aooliratlon Lis[ > Application Detail FL # FL15349-R9 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted t Date Validated Date Pending FBC Approval Date Approved 19 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 1 Validation Checklist - Hardcopy Received Standard AAMA 506 AAMA/WDMA/CSA 101/I.S. 2/A440 Method 1 Option A 12/31/2017 12/31/2017 01/04/2018 Year 2011 2008 https://www. floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8 5 72gvd WI... 1 /31/2 018 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 GAG APC 12786.odf Approved for use outside HVHZ: Yes FLIS349 R9 C CAC APC 12787.12df 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 Party: Yes Evaluation Reports R9 AE 513124B.odfFL15349 Created by Independent Third Party: Yes 15349.2 185 PW 159 x 54 Triple CHS Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS349 R9 C CAC APC 15350.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/24/2021 Design Pressure: +55/-55 Installation Instructions Other: R-PGS5 FLIS349 R9 tI 08-02949.odf Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FLIS349 R9 AE S13783.odf Created by Independent Third Party: Yes 15349.3 185 PW Impact 72 x 72 Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS349 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/-55 Installation Instructions Other: FW-LC55, Missile Level D, Wind Zone 3. Glass FL15349 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 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 FLIS349 R9 AE 513782.odf Created by Independent Third Party: Yes 15349.4 185 PW Impact 159 x 54 Triple CHS Insulated Laminated Glass Limits of Use Certification Agency Certificzte Approved for use in HVHZ: No FLIS349 R9 C CAC APC 8272.odf Approved for use outside HVHZ: Yes FL15349 R9 C CAC APC 8273.odf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +55/-55 01/24/2021 Other: FW-R55, Missile Level D, Wind Zone 3. Glass Installation Instructions consisted of 1/8" annealed exterior - spacer - 3/32" FLIS349 R9 II 08-01614B.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 FLIS349 R9 AE S12278B.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 FLIS349 R9 C CAC APC 7962.odf Approved for use -outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/05/2020 Design Pressure: +55/-55 Installation Instructions Other: FW-LC55, Missile Level D, Wind Zone 3. Glass FLIS349 R9 II 08-01613B.odf consisted of 5/32" annealed exterior - spacer - S/32" Verified By: Luis Roberto Lomas 62514 annealed / 0.100 Solutia Saflex HP / 5/32" annealed. Glass Created by Independent Third Party: Yes was bedded in Pecora 896 silicone with 5/8" glass bite. Evaluation Reports FLIS149 R9 AE S12277B.odf Created by Independent Third Party: Yes Bads Next contact us :: 2fig &air 5tone Read Tallahast_ Ft j= Phone: 9SO-487-1924 The state of Florida Is an AA/EEO employer. roovnoht 2007-2013 State of Florida.:: Pnvacv Statement :: Accessibdlry Statement :: Refund Statement https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWI... 1/31 /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 oubllc•necords request, do not send electronic all to this entity Instead, contact the office by phone or by traditional mail. If you have any questions, please contact Bs0.487.1395. *Pursuant to Section 45S.275(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 emads provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Oepartment 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: C7 Cred4 .Card Safe, https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=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 16 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 ,. DESCRIVDON DATE APPROVED 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 #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 110 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 2,000 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 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 SHEET NO. DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS. CHARTS AND GLAZING DETAILS 4 — 12 INSTALLATION DETAILS MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT NOTES J.L. I 08-02357 W`E NTS — 09/03/14 1-1 OF 12 L ROBERTO LOADS P E. 1432 WOODFORD RD LEMSV6LE, NC 27023 434.6".0609 ,0a,ws®InbmAsp eam SIGNED: 1111512016 0 r,ENSF•d' O TTAfT E OF. Z O R10P DNAi1 a` Luls R. Lomas P.E. FL No.: 62514 72 1/2' MAX FRAME WIDTH REV REVISIONS DESpiIVl10N DALE APPROVED 6' MAX - 1 B't MAX O.C. P 6' MAX A REVISED INSTALU710N DETAILS 06/01/13 R.L. NOTES: I. MAXIMUMDLO 693/1'X683/1' B REVISED NAME AND ADDRESS 10/27/16 R.L. 1 CHART M I 18' j Number of anchors required (wJ bout rigid fillers) MAX O.C. Frame Frame wIdtli (In) Height 21.00 3000 36.00 4200 16.00 S1.00 60.00 66.06 72.S0 in) HAS Pambi HAS Pamb H65 Jamb HIS Jamb HAS J0.1, HAS Pamir HAS Point, HIS Pab HIS arnD 2400 2 2 2 2 3 2 3 2 3 2 1 2 1 2 1 2 S 2 30.00 2 2 2 2 3 2 3 2 3 2 1 2 1 2 1 2 5 2 71 1/2' 36.00 2 3 2 3 3 3 3 3 3 3 1 3 1 3 S 3 S 3 MAX 42.00 2 3 2 3 3 3 3 3 3 3 1 3 5 3 5 3 8 3 FRAME 16.00 2 3 2 3 3 3 3 3 3 3 1 3 5 3 6 3 6 3 HEIGHT 61.00 2 1 2 1 3 1 3 1 3 1 1 1 S 1 6 1 7 1 j60.00 2 1 2 1 3 1 3 5 3 5 1 5 5 5 6 s 7 S 66.00 2 1 1 2 1 3 S 5 3 8 1 B 5 6 6 8 7 6 7160 2 5 1 2 5 3 S 1 ] 1 8 3 6 1 S 7 6 7 7 7 REFER TO CHARTS SERIES 185 ALUMINUM FIXED WINDOW 1 & #2 EXTERIOR VIEW CHARTN2 FOR NUMBER OF ANCHORS REQUIRED Number of anchors required (with rigid fillers) 72 1/2' MAX FRAME WIDTH Frame Frame width (in) 6' MAX - 18 MAX O.C. Height 24.00 30 D0 3600 42.00 16.00 54.00 6000 66.00 72.60 I 6 MAX Itn) HAS amb HAS amIt HAS Iamb HIS amb HAS Jambi HAS pamb HIS amb HAS Jamb HIS amb 24.00 2 2 2 2 3 2 3 2 3 2 1 2 1 2 1 2 5 2 30.00 2 2 2 2 3 2 3 2 3 2 1 2 1 2 1 2 5 2 36.D0 2 3 2 3 3 3 3 3 3 3 1 3 1 3 1 3 5 3 6' 4200 2 3 2 3 3 3 3 3 3 3 1 3 3 1 3 5 3 1600 2 3 2 3 3 3 1 3 1 3 1 3 S 3 00 51.00 2 1 2 1 3 1 3 1 3 1 1 1 1 I 1 5 1 60.00 2 1 2 1 3 1 3 1 3 1 1 1 1 1 1 1 5 1 J_ 71 1 /2' 1 B 06.00 2 1 2 1 3 1 3 1 3 1 1 1 1 1 1 1 5 1 MAX MAX 0 C. 71.60 2 5 2 5 3 5 3 5 3 S 1 S 1 5 1 5 5 5 FRAME T SEE SHEETS 1.7 FOR INSTALLATION DETAILS HEIGHT I 00 0 REFER TO CHARTS SERIES 185 ALUMINUM FIXED DESIGNER WINDOW a 1 d: /2 EXTERIOR VIEW FOR NUMBER OF ANCHORS REQUIRED DESIGN PRESSURE RATING IMPACT RATING t60.OPSF NONE MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ. PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT FLANGE & FINLESS ELEVATION k CHARTS DRAWN. UKND. J.L. 1 08-02357 SG1LE NTS IDALE 09/03/14 1 SHEET 2 OF 12 L RMERTO LOMAS P E. 1132 WOODFORD RD LEWISVILLE. NC 27023 131-66e-0609 r9wws@blanusp can SIGNED: 1111512016 S 1R I IL 0 qGEN TAT 0. dB 'i/sJONA 11E Luis R. Lomas P.E. FL No.: 62514 71 FI HI 6" MAX 72 1/2- MAX FRAME WIDTH — Eir-I 18" MAX O.C. —{ 18" j MAX O.C. 1/2' IAX GHITGHT jy V MAX REFER TO CHART 13 J SERIES 185 ALUMINUM FIXED WINDOW FOR NUMBER OF EXTERIOR VIEW ANCHORS REQUIRED 72 1/2" MAX FRAME WIDTH 6" MAX 18" MAX O.C. — 6" MAX j I j 18 MAX OTC. I 71 1/2" MAX FRAME HEIGHT EFER TO CHART 13 FOR NUMBER OF SERIES 185 ALUMINUM FIXED DESIGNER WINDOW ANCHORS REOUIRED EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 60.OPSF NONE NOTES: I. MAXIMUMO.L.O: 6934'X683(4' REMSIDNS ' DESCRFWN DATE APPROVED REVISED INSTALLATION DETAILS 06/01/15 R.L REVISED NAME AND ADDRESS 10/27/16 R.L CHART d3 Number of anchors required fin Installation) Frame Frame width (in) right 24.00 30.00 36.00 42.00 4t.00 64Ao e0.00 t600 72.60 Iinl HtS smD H25 Jamb HAS emD HtS emD HAS amD HAS amD HAS His amD Nt5 emD 24.00 3 3 3 3 3 3 4 3 4 3 4 3 5 3 6 3 30.00 3 3 3 3 3 3 4 3 4 3 4 3 s 3 e 3 X00 3 3 3 3 3 3 4 3 4 3 4 3 s 3 e 3 42.00 3 4 3 4 3 4 4 4 4 4 4 4 5 4 e 4 4t.00 3 4 3 4 3 4 4 4 4 4 4 4 5 4 e 4 5400 3 4 3 4 3 4 4 4 44 4 4 5 4 e 4 60.00 3 s 3 s 3 a 4 s 4 s 4 5 5 5 e s 0.00 3 s3s3 s4 s 4 5 4 s 5 s e 5 71.60 3 e 3 e 3 e 4 e 4 e 4 1 e s e s e e 6 SEE SHEET 6 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 FIN ELEVATION & CHART DRAWN: D1eC ND. J.L. OB-02357 SME NITS I DATE 09/03/14 j SHEET 3 OF 12 L. ROBERTO LOMAS P E. 1432 WOODFORD RD LEMSVILLE. NC 27023 434-W-0609 dbmast9wwwSye.com SIGNED: 1111512016 S a I IL GENSF9iP% ryN,,6 6*- BTDTAtT FE OF i e i0;" 'Cl OR10't; 40.. l'11111110aG\ Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN. EDGE DISTANCE 1 1/4" MIN. METAL EMBEDMENT STRUCTURE BY OTHERS BACKER ROD OVAPPRED SEALANT INTERIOR 1/4" MAX. SHIM SPACE BACKER ROD APPROVED SEALANT f10 WOOD SCREW EXTERIOR EXTERIOR 010 WOOD SCREW RIGID FILLER BACKER ROD APPROVED 1/4" MAX. SEALANT 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 SHIM SPACE 1/2" MIN EDGE DISTANCE 1 AINTERIOR 10 WOOD J SCREW WOOD FRAMING EXTERIOR OR 2X BUCK BACKER RODBYOTHERS do APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION BACKER ROD APPROVED SEALANT r 3/4" 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. r SHIM SPACE STRUCTURE N BY OTHERS A 3/4" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4" MAX. r SHIM SPACE T 3/4' MIN. INTERIOREDGEDISTANCE 10 SMS OR J SELF DRILLING SCREWS ` METAL EXTERIOR STRUCTURE BACKER ROD BY OTHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION REWADNS '• REV DESCRWION DAR APPROJED 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 OWD ND REV J.L. 08-02357 B SCALE NTS I DATE 09/03/14 ISHEE4 OF 12 t RMERTOLOA44SPE. 1432 WOODFORD RD LEWISVILLE. AIC 27027 434-W-WO d MrnAmlYAi pt m SIGNED: 1111512016 1R I Il O/, i v,•GENBF 0.7o TAT OF ONA `tE G\`` Luis R. Lomas P.E. FL No.: 62514 RLMSIDNS •• REV DESCRIPWN I DAIE APPROVED 2 1/2" MIN A REVISED INSTALLATION DETAILS 06/01/15 R.L. EDGE DISTANCE I B REVISED NAME AND ADDRESS 10/27/16 R.L. CONCRETE/MASONRY BY OTHERS 1 1/4" MIN. A. 1 1/4" MIN. EMBEDMENT OPTIONAL 1X BUCK EMBEDMENTSEENOTES3 - 7 SHEET 1 7;-- 1 CONCRETE/MASONRY BACKER ROD 1 4 MAX. 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 h APPROVED SEALANT MAX. 2 OPTIONAL 1X BUCK SHIM SPACEHIM MIN. IN. SEE NOTE 3 - 7 EDGE SHEET 1 DISTANCE EXTERIOR CONCRETE/MASONRY BACKEq ROD BY OTHERS b 1 1/4" MIN. APPROVED SEALANT EMBEDMENT JAMB INSTALLATION DETAIL CONCRET&MASONRYINSTALLAtION 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY 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 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 WITHUT FILLERS DRAWN: DNC 10 Po J.L. 08-02357 SGLE NTS I DAZE 09/03/14 1 SHEO5 OF 12 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, A1C 27023 434.69l-0609 lowNsokwove eom SIGNED: 1111512016 It LOW v,•GENS:9,P% AD,626 oTATE+ OF Luis R. Lomas P.E. FL No.: 62514 RLNSIDNS ' 1/2• MIN. RLv DESCRPTIDN DATE AwRMD GE DISTANCE 3/4' MIN A REVISED INSTALLATION DETAILS 06/01/15 R.L. WOOD FRAMING1 1/4' MIN. METAL EDGE DISTANCE B REVISED NAME AND ADDRESS 10/27/16 R.L. OR 2X BUCKEMBEDMENT BY OTHERSBY STRUCTURE OTHERS 1/4 MAX. SHIM SPACE 4' MAX. BACKER RODM SPACE BACKER ROD APPROVED APPROVED RIGID FILLER SEALANTSEALANTFILLER S SMS OR WOOD SCREW SELF DRILLINGL SCREW EXTERIOR* IOR EXTERIOR INTERIOR 110 SMS OR 10 WOOD SCREW SELF DRILLING SCREW BACKER ROD RIGID FILLER BACKER ROD RIGID FILLER APPROVED SEALANT 1/4' MAX. APPROVED SEALANT 1/4' MAX. SHIM SPACE SHIM SPACE WOOD FRAMING 1 MIN. METAL STRUCTURE NOTES. OR 2X BUCK BY OTHERS EMBEDMENT BY OTHERS I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. J/4' MIN 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE EDGE DISTANCE DESIGNED IN ACCORDANCE WITH ASTM E2102 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4' MIN. 1/4' MAX. EMBEDMENT I r SHIM SPACE RIGID FILLER 1/2• MIN EDGE DISTANCE I INTERIOR 10 WOOD SCREW WOOD FRAMING EXTERIOR OR 2X BUCK BACKER RODBYOTHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 3/4' MIN. EDGE DISTANCE 1/4• MAX. rSHIM SPACE RIGID FILLER INTERIOR 10 SMS OR SELF DRILLING SCREWS EXTERIOR METAL STRUCTURE BACKER ROD BY OTHERS APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 11/15/2016 MI WINDOWS AND DOORS, LLC v11111111/i, 650 W. MARKET ST. J g R- L 0 GRATZ. PA 17030 v••GENS •S Oy6126 * SERIES 185 ALUMINUM FIXED WINDOW*• 73" X 72" NON —IMPACT r pq` FINLESS INSTALLATION DETAILS WITH RIGID FILLERS SV OF Fs;toRlo Ng" D"ww. oRc D. REv DB 57 a NA Luis R. Lomas P.E. FL No.: 62514 suLE DAlE sNEEINTS09/03/14 6 OF 12 L. ROBERTO LOMAS P.E I492WOODFORORDLEWISVILLE.NC27023 491•M!•0609 AbnM$@*lb MSpe Co. REN moms - REV DESCRVWN oaE AwRDvcD 2 1/2- MIN. A REVISED INSTALLATION DETAILS 06/01/15 R.L. EDGE DISTANCE I B REVISED NAME AND ADDRESS 10/27/16 R.L. CONCRETE/MASONRY BY OTHERS 1 1/4MIN. 1 1/4- MIN. EMBEDMENT OPTIONAL 1X BUCK EMBEDMENT SEE NOTES 3 — 7 SHEET 1 CONCRETE/ MASONRY BACKER ROD 1/q MAX Y OTHERS 1/4' MAX. APPROVED SHIM SPACE SHIM SPACE SEALANT IX3BUCK OPTRIGIDFILLERSEEZONOTESRIGIDFlLLERSHEET 1 3/ 16- TAPCON o • EXTERIOR INTERIOR 3/16" TAPCON INTERIOR 3/ 16- TAPCON BACKER ROD APPROVED RIGID FILLER SEALANT 1/ 4* MAX. 2 1/2- OPTIONAL 1X BUCK SHIM SPACE SEE NOTE 3 — 7 EDGE SHEET 1 DISTANCE o EXTERIOR CONCRETE/ MASONRY BACKER ROD APPROVED BY OTHERS y 1 1/q' MIN. SEALANT 4. EMBEDMENT JAMB INSTALLATION DETAIL a COIVCRETE/ MASONRY INSTALLATION 2 1/2' MIN I EDGEDISTANCEVERTICAL CROSS SECTION CONCRETEWASONRY 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 SIGNED: 1111512016 MI WINDOWS ANDDOORS,DOORS, LLC6501 ETST. E N GRATZ, PA17030v, •G SF 9iP oy6 y= SERIES 185 ALUMINUMFIXEDWINDOW73" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS WITH RIGID FILLERS O; STATE OF i'FS'c( DRIQP DRARW owc No. RLv 08— B 7S DNA11f 1,\ 02E357 saLE arENTS09/03/14 7 OF 12 Luis R. Lomos P.E. L ROBERTO LOU" P.E. 14.VV, WFORDRDLEMSNLLE• NC2702J 19 -m-OW9 dbmz &bftlm w can FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE 1/2' MIN. EDGE DISTANCE 1 1/4' MIN. F EMBEDMENT 1/4" MAX. SHIM SPACE 10 WOOD SCREW METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE 3/4- MIN. 1/4' MAX. SHIM SPACE 10 SMS OR LF DRILLING REW REVISIONS • . REV DESCRIPTION DUE APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R L B REVISED NAME AND ADDRESS 10/27/16 R.L. EXTERIOR EXTERIOR INTERIOR INTERIOR 10 SMS OR 010 WOOD SCREW SELF DRILLING SCREW BACKER ROD & RIGID FILLER BACKER ROD & RIGID FILLER APPROVED SEALANT 1/4- MAX. APPROVED SEALANT BEHIND FLANGE SHIM SPACE BEHIND FLANGE 1/4• MAX SHIM SPACE NOTES WOOD FRAMING 1 1/4' MIN. METAL 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. OR 2X BUCK EMBEDMENT STRUCTURE NOT SHOWN FOR CLARITY. BY OTHERS BY OTHERS 2. PERIMETER AND JOINT SEALANT BYOTHERS TOBE 3/ 4' MIN I I DESIGNED IN ACCORDANCE WITH ASTM E2112 1/ 2' MIN EDGE DISTANCE T EDGE DISTANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION WOOD FRAMING OR 2X BUCK INSTALLATION 1/ 4- MAX. 1 1/4' MIN. 1/4' MAX. SHIM SPACE EMBEDMENT I SHIM SPACE I 1/ 2- MIN. 3/4' MIN. INTERIOR EDGE DISTANCE EDGE DISTANCE INTERIOR MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. j10 WOOD j10 SMS OR GRATZ. PA 17030 SCREW SELF DRILLING SERIES 185 ALUMINUM FIXED WINDOW SCREWS 41473" X 72" NON —IMPACT WOOD FRAMING OR 2X BUCK EXTERIOR METAL EXTERIOR FLANGE INSTALLATION DETAILS WITHOUT FILLERS BY OTHERS BACKER R00 & STRUCTURE BY OTHERS BACKER ROD & DRAWN owc NO. R APPROVED SEALANT APPROVED SEALANT J.L. 08-02357 BEHIND FLANGE BEHIND FLANGE SCME NTS I DATE 09/03/14 `8 OF 12 JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION L. ROBERTO LOAM$ P.E. 8432 WOOOFORD RO LEWISWILE, NC 27023 434• BLL-060D Allnowsaftb MSOG cwm SIGNED: 1111512016 J S R I 0% GEIVSF9J+/ 0 6 OTAT E OF ; lu Luis R. Lomas P.E. FL No.: 62514 REVISIONS REV DESCRIPUM 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 e ' ' ! 1 1/4" MIN. 1 1/4" MIN. EMBEDMENT OPTIONAL 1X BUCK EMBEDMENT SEE NOTES 3 - 7- 77SHEET1 o CONCRETE/MASONRY BACKER ROD & 1/4' MAX. BY OTHERS APPROVED SEALANT SHIM SPACE SHIM SPACE BEHIND FLANGE OPTIONAL 1X BUCK SEE NOTES 3 - 7 SHEET 1 3/16" TAPCON o EXTERIOR INTERIOR 3/16" TAPCON INTERIOR 3/16" TAPCON BACKER ROD & APPROVED SEALANT BEHIND FLANGE OPTIONAL 1X BUCK 1/4 MAX. SHIM SPACE 2 1/2" SEE NOTE 3 - 7 EDGE o SHEET 1 DISTANCE EXTERIOR CONCRETE/MASONRY BACKER ROD & BY OTHERS 1 1/4" MIN. APPROVED SEALANT b a EMBEDMENT BEHIND FLANGE JAMB INSTALLATION DETAIL a CONCRETE/MASONRYINSTALLATION d '°. 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRET&MASONRY INSTALLATION SIGNED: 1111512016 MI WINDOWS AND LLC 0 W. MARKETDOORS, 9,// GRATZ• PA 17030 VGFtip •1P% NOTES: SERIES 185 ALUMINUM FIXED WINDOW Oy61251 *= 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, 73 X 72" NON -IMPACT iy((t Lp7• NOT SHOWN FOR CLARITY. FLANGE INSTALLATION DETAILS WITHOUT FILLERS A ; STATE OF2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE p DESIGNED IN ACCORDANCE WITH ASTM E2112 o c IRM08=02357 e s uE NTS 09/03/14 , _9 OF 12 L ROBERTOLO"4SPE. LUIS R. Lomos P.E. IAV WOODFORD RD LEWISVILLE• NC 27023 FL NO.: 62514a34-69L-0609 °bmas®tk+Rasparo 1/2" MIN. EDGE DISTANCE WOOD FRAMING 1 1/4" MIN METAL r 3/4" MIN EDGE DISTANCEOR2XBUCKEMBEDMENTSTRUCTUREBYOTHERS BY OTHERS 1/4" MAX SHIM SPACE 1 /4" MAX. BACKER' ROD do SHIM SPACE BACKER ROD doAPPROVEDSEALANT BEHIND FLANGE RIGID FILLER APPROVED SEALANT RIGID FILLER 10 WOOD SCREW BEHIND FLANGE 10 SMS OR SELF DRILLING SCREW EXTERIOR EXTERIOR INTERIOR INTERIOR 10 SMS OR 110 WOOD SCREW SELF DRILLING SCREW BACKER ROD do RIGID FILLER BACKER ROD do RIGID FILLER APPROVED SEALANT 1/4" MAX, APPROVED SEALANT BEHIND FLANGE SHIM SPACE BEHIND FLANGE 1/4" MAX SHIM SPACE WOOD FRAMING 1 1 4 MIN. METAL OR 2X BUCK BY OTHERS EMBEDMENT STRUCTURE BY OTHERS 3/4" MIN i 1/2" MIN EDGE DISTANCE T EDGE DISTANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. 1/4" MAX. EMBEDMENT I SHIM SPACE RIGID FILLER 1IN. I EDGEEDISTANC1N1INTERIOR 10 WOOD SCREW WOOD FRAMING EXTERIOR OR2XBUCKBY OTHERS BACKER ROD do APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1/ 4" MAX. SHIM SPACE RIGID FILLER 3/ 4" MIN. INTERIOR EDGE DISTANCE 7,11 10 SMS OR SELF DRILLING SCREWS METAL EXTERIOR STRUCTURE BACKER ROD & BY OTHERS APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MnIDNs 1, REV DESCRIPT" DATE APMMD 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 FLANGE INSTALLATION DETAILS WITH RIGID FILLERS DRAWN. M No. I REV J. L. 08-02357 B SME NTS -" 09/03/14 sW[E'10 OF 12 L. ROBERTO LOADS P.E. 142 WOODFORD AD LEWISVILLE. NC 27023 41. 60E-0609 abMasLe"Mmsps Com SIGNED: 1111512016 1Ik I tLlo'i,,. 0 6 *_ p T OF w i 0'e •'c OR10P • Luis R. Lomas P.E. FL No.: 62514 REVISIONS REV DESCRIPTION DALE APPROVED 2 1/2" MIN. A REVISED INSTALI ATION DETAILS 06/01/15 RL. EDGE DISTANCE I 8 REVISED NAME AND ADDRESS 10/27/16 R L CONCRETE/MASONRY BY OTHERS n ! 1 1/4" MIN. 1 1/4" MIN. EMBEDMENT OPTIONAL 1X BUCK EMBEDMENT SEE NOTES 3 — 7 SHEET 1 CONCRETE BACKER ROD & 1/4" MAX BY OTHERS 1/4' MAX. APPROVED SEALANT SHIM SPACE I SHIM SPACE BEHIND FLANGE OPTIONAL 1X BUCK RIGID FILLER SEE NOTES 3 — 7 RIGID FILLERSHEET1 3/16" TAPCON o EXTERIOR INTERIOR 3/16" TAPCON INTERIOR 3/16" TAPCON BACKER ROD & APPROVED SEALANT RIGID FILLERBEHINDFLANGE OPTIONAL IX BUCK 1/4" MAX' SHIM SPACE 2 1/2 MIN. aSEENOTE3 — 7 EDGE SHEET 1 DISTANCE 4.EXTERIOR CONCRETE/MASONRY BACKER ROD & BY OTHERS 1 1/4" MIN. APPROVED SEALANT BEHIND FLANGE EMBEDMENT IAMB INSTALLATION DETAIL e'• CONCRETE/AMSONRYINSTALLATION e 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION SIGNED: 1111512016 MI WINDOWS AND DOORS, LLC IIIIIIII/ii NOTES: 1.INTERIOR AND EXTERIOR FINISHES, BY OTHERS, 650 W. MARKET ST. 5 R •• L p// ENS• NOT SHOWN FOR CLARITY. GRATZ. PA 17030 v ••G.'9% F 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE SERIES 185 ALUMINUM FIXED WINDOW 0 * DESIGNED IN ACCORDANCE KITH ASTM E2112 73" X 72" NON —IMPACT VOFLANGEINSTALLATIONDETAILSWITHRIGIDFILLERSOM ; DaAwN. aAc No REv ClOR10Q; • OB 2E357 B//0NA souE alENTS 09/03/14 ll OF 12 11 G\\ L ROBERTO LOMAS P E Luis R. Lomas P.E. 1432 WOODFORD RD LEIVISVXLE. NC 27023 FL No.: 62514434.60•0609 rAa s*Ybm=M m RI ASIONS ' REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R.L. APPROVED B REVISED NAME AND ADDRESS 10/27/16 R.L. SEALANT BEHIND FIN 1 1/4" MIN. EMBEDMENT g6 WOOD WOOD SCREW FRAMING BY OTHERS 1/4- MAX. F SHIM SPACE WOOD FRAMING 1/4- MAX 3/8" MIN BY OTHERS SHIM SPACE EDGE DISTANCE g6 WOOD INTERIORSCREW INTERIOR EXTERIOR 1 1/4- MIN. EMBEDMENT NOTES., 1 /4" MAX 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. SHIM SPACE APPROVED NOT SHOWN FOR CLARITY. I SEALANT 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE BEHIND FIN EXTERIOR DESIGNED IN ACCORDANCE WITH ASTM E2112 m 3/8' MIN 3/8" MIN j EDGE DISTANCE EDGE DISTANCE g6 WOOD WOOD JAMB INSTALLATION DETAIL SCREW I FRAMING WOOD FRAMING OR ZX SUCK INSTALLATION APPROVED IF- 1 1/4" MIN. BY OTHERS SEALANT EMBEDMENT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 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 sour NTS I DATE 09/03/14 1 SHEET 12 OF 12 L ROBERTO LOMASP.E 1432 WOODFORD RD LEWISVILLE, NC 27023 434-68/-0609 AbmAS@*bnSW COM SIGNED: 1111512016 5 1 1111i 0////// F IV 6• 0 LT'AATTrOF u Dlp t IVA j1EaG`\ Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online Page 1 of') SCIS Home Log In User Registration Hot Topics Submit Surcharge Stars 4 Facts Pubhcabons i FBC Staff ; SCIS Site Map j Links Search Product Approvaldbp; Fi ' USER: Public User PmDuet Approval Menu > Product or ADDI,[aDon Search > Application List > Application Detail FL JF FL153S3-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived D 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 bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered, Architect or a Licensed Florida Professional Engineer D 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 21 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL15353 R3 COI Fl I.odf Standard AAMA 450 Method 1 Option D Year 2010 hags://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH85 72gvdWIS... 2/1 /2018 Florida Building Code Online Page 2 of 3 Date Submitted 10/16/2017 Date Validated 10/23/2017 Date Pending FBC Approval 10/26/2017 Date Approved 12/12/2017 Summary of Products FL # 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.Ddf 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 512072B.Ddf 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 FLIS353 R3 II 08-014398.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 512063B.odf span: 83" Created by Independent Third Parry: Yes 15353.3 j 5765 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R3 II 08-01449B.Ddf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R3 AE 512073B.odf span: 156-3/8" Created by Independent Third Party: Yes 15353.4 5765 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS353 R3 II 08-01440B.Ddf 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: S2-1/8" x 84". Max mullion FL15353 R3 AE 512064B.odf span: 83". Created by Independent Third Party: Yes 15353.5 CM-18514 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS353 R3 II 08-01442B.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: S2-1/8" x 84". Max mullion FLIS353 R3 AE 512066B.pdf 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 FL15353 R3 II 08-014518.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant, Yes Created by Independent Third Parry: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - 52-1/8" x 84". Max mullion FL15353 R3 AE 512075B.odf span - 156-3/8" Created by Independent Third Party: Yes 15353.7 CM-18523 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R3 II 08-014528.odf Approved for use outside HVHZ: Yes; • Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - 52-1/8" x 84". Max mullion FL15353 R3 AE 512076B.odf span - 104-1/4". Created by Independent Third Party: Yes 15353.8 CM-18531 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS353 R3 II 08-01443B.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgtH8 5 72gvd WI S... 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 S12067B.odf span - 83" Created by Independent Third Party: Yes 153S3.9 CM-18532 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVH2: No FL15353 R3 II 08-01453B.odf Approved for use outside HVH2: 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 512077B.Ddf span - 156-3/8" Created by Independent Third Party: Yes 1S353.10 CM-18533 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ:-No FL153S3 R3 II 08-01444B.odf Approved for use outside HVH2: 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 FL153S3 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 HVH2: No FLIS353 R3 II 08-01454B.odf Approved for use outside HVH2: 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 512078B.odf span: 156-3/8". Created by Independent Third Party: Yes Bpdt Nex 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 •- AccesslbllLV 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 eleccronK mail to this entity. Instead, contact the office by phone of 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 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 it you are a licensee under Chapter 455, F.S., please CIKk DAM. Product Approval Accepts: 1 rtr Cf2G!I Urd- Safe https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWIS... 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 MULPON. 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 AN* 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 EOUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP 1. TRIBUTARY WIDTH - WI + W2 2 REVISIONS REV OESCW"ON OA1E I APPROVEO A REVISED INSTAUATION OETAILS 06/10/15 R.L. B REVISED ANCHORING NOTES h INSTL OET. 06/07/17 R.L. ANCHORING NOTES: 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE # 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 1" 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). D. METAL STRUCTURE —STEEL I6GA ( 048") FY=33KSI/FU=52KSI OR ALUMINUM 6063—T5 FU=30KSI .062" THICK MINIMUM. 6) FOR ATTACHING WINDOW UNITS TO MULLION USE / 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 ENO AND 12' MAX. O.C. THEREAFTER STAGGER SCREWS AT EACH WINDOW. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 CONFIGURATIONS AND OP 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 DRAWN: ONG NO. V.L. 08-01439 WALE NTS IDATE O 1 / 1 1 / 12 1 SHEET 1 OF 4 E. ROBERTO SOMAS P.E. 1432 WOOOFORO RO LEIWSVXEE NC 2= 434.6w.OW9 `4mas@6bnuspoom SIGNED: 1011312017 S 1R! I ON// iM / E IV y qip 0,t5 *' TATE OF ; r: N 101110P •G` ONA j1\\ Luis R. Lomas P.E. FL No.: 62514 3/8' COMB107INED WIDTH W1 r W2 - 3" 8J J FRAME HEIGHT WINDOW WINDOW MULLION SPAN) I J J 107 3/8' COMBINED WIDTH W1 -ir W2 83" FRAME JL HEIGHT WINDOW MULLION SPAN) J JL 107 3/8' COMBINED WIDTHF_ WI -I - w2 83" J J WINDOW 1 FRAME HEIGHT WINDO 1 WINDO MULLION SPAN) J 1 J W1---F- W2 107 3/8" COMBINED WIDTH Design pressure rating (pst) Mullion an In Tributary width )in) 18.13 25.50 36.00 42.00 40.00 52.13 25.00 120.0 120.0 120.0 120.0 120.0 120.0 37.38 1200 1200 1200 1200 1200 120.0 49.63 120.0 98.3 61.2 76.9 75.2 75.1 62.00 71.0 522 39.7 35.9 33.4 32.3 65,63 59.6 43.7 330 296 274 263 72,00 44.9 32.7 24 4 21.8 199 19.0 84.00 28.1 20.3 LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE. 107 3/8" TWIOMBINED WIDTH FRAME Lw I.OW HEIGHT MULLION SPAN) J IIII F_ 107 3/8" COMBINED WIDTH W1 -I- W2 83' J J WINDOW J FRAME JHEIGHT MULLION SPAN) J J JIL W1 W2 107 3/8" COMBINED WIDTH I REV I VESCRU"M I ouE I APPRovco IrA I REVISED INSTALLATION DETAILS I Or,/10/15 I R L I1aREVISEDANCHORINGNOTES & INSTL OET. 1 06/07/17 RL. 107 3/11" COMBINED WIDTH w 1 -I[- w2 83 1 WINDOW J FRAME HEIGHT WINDO J WINDOW MULLION SPAN)J J J W1 W2 107 3/8' COMBINED WIDTH APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107 318"AS SHOWN HEREIN. Design pressure rating (pso with rebar Mullion span (in) 18.1325.50 butary width 36. 00 42,00 In 48. 00 52.13 25. 00 120.0 120.0 120.0 1200 120 0 1200 37. 38 120.0 120.0 120.0 120.0 1200 1200 49. 63 120.0 98.3 81.2 76.9 75.2 751 62. 00 95.2 700 533 48.1 44.8 43.4 65. 63 80.0 58.6 44.2 39.7 36.7 353 72. 00 60.3 439 32.8 29.2 Z6.7 255 84, 00 37.7 27.3 20.1 17.7 16.0 15.1 LARGE AND SMALL MISSILE IMPACT, LEVEL O, 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 O. W. I me No. I at V. L. 1 08-01439 1 e SCALE NTS IOAIE 01 / 1 1 / 12 ISKU2 OF d E ROBERTO LOMAS P E 1432 WOODFORD RO LEWISVILLE, NC 27023 434. 688-0wm /6oms®ibmaw m SIGNED: 1011312017 0' q ics• e- 5 .. yr! S7(( ATE OF ; ` F•: clORlO;• '' Luis R. Lomas P.E. FL No.: 62514 1" MIN r EDGE DISTANCE MASONRY/CONCRETE BY OTHERS 1 1/4• MIN. EMBEDMENT 1/4' ELCO ULTRACON TAPCON SECT5796 CLIP OPTIONAL REBAR 64 MULLION MT000022 CLIP 10 WOOD SCREW I 1 3/8' MIN. EMBEDMENT WOOD FRAMING/ 1/2^ MIN. 2X BUCK EDGE BY OTHERS DISTANCE VERTICAL CROSS SECTION MASONRY/CONCRETE AND WOOD FRAMING INSTALLATION NOTE- CLIPS MAY BE USED IN MASONRY/CONCRETE OR WOOD FRAMING SUBSTRATE. REVISIONS DESCRPMO DIE I APPM4 REVISED INSTALLATION DETAILS 06/10/15 RL. REVISED ANCHORING NOTES do INSTL DEI. 06/07/17 R.L. MT000022 CLIP I]- I10 SMS OR i I SELF DRILLING SCREW 1I I METAL 1/2" MIN. L STRUCTURE EDGE BY OTHERS DISTANCE VERTICAL CROSS SECTION METAL INSTALLATION SIGNED' 1011312017 MI WINDOWS AD DOORS, LLC lIIr 650MARKET STREET GRATZ, PA 17030-0370 a`0 G E NSFq`r% s 5764 - VERTICAL MULLION O,,B1'5 * c 83" MULLION SPAN y(t INSTALLATION DETAILS q0 , STATE OF rvr F •'r( ORIOP• DRAWN DWDNo. aEv 08 B 0 0NAj1 G`\ LSc'LNTS DAn01/11/12 39 OF 4 L ROBERTO LOADS P. E. It32WOODFORDRDLEWISVXLE,NC27023 Luis R. Lomas P.E. FL No.: 62514 474- 601.0609 dbeas@bbwsORcom I-- 2.140" _II 1.125" SECT5764 MULLION ALUMINUM 6005-T5 125• THICK 1 1- - 0.688- F-i 1 " RF-11 2 REBAR 16 GA (062) GALVANIZED STEEL NOTES: 1. CLIPS MAY BE USED IN MASONRY/CONCRETE OR WOOD FRAMING SUBSTRATE 2. FOR WOOD k METAL INSTALLATION USE ALL FOUR ANCHOR LOCATIONS. 3. FOR CONCRETE INSTALLATION USE 2 ANCHOR LOCATIONS ONLY WITH 3 1/4" SEPARATION BETWEEN ANCHORS. i 3.261" 1.375" 0.625 1 L 3.250" 0.8433* I 4.000' O MT000022 CLIP 16GA (0637 GALVANIZED STEEL SEE NOTE 2 A 3, THIS SHEET. 3.750" 2.189" 11 1.0)0" 0.375" 0 8-143— f 2x 00.210" 1.562' 1- 1.562" SECT5796 CLIP FOR WOOD FRAMING INSTALLATION ALUMINUM 6063-T5.125• THICK REVISIONS 0MRIP110N OATS I APPROVED REVISED INSTALLATION DETAILS 06/10/15 R.L. REVISED ANCHORING NOTES do INSTL DET. OG/07/17 R.L. 3.750' 1.000' 0.375' 0.422" 2.032 2.875" 0.841 3_ SECT5796 CLIP 2x 00.210" FOR CONCRETE INSTALLATION ALUMINUM6063-TS 125'THICK MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 5764 — VERTICAL MULLION 83" MULLION SPAN COMPONENTS ORAWK OWf. NO V.L. 08-01439 SCALE NTS °r01/11/12 —4 OF 4 L ROBERTO LOAIAS P E. I432 WOODFORD AD LEWISWLLE. NC 27023 434. E -OW9 n11onwsdD mw".com SIGNED: 1011312017 t\ S 1R!ILI0M// AD 5 7 0• fi/iAtTEOF ; , REV i FS ic(0R10 t7 N B ONA 1 a\\\ Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online Page 1 of 3 rofes'sional Regulationl Bets Home Log In I User Registration j Hot Topic Submit Surcharge scats 6 Facts ; Publications FSC stall ; SCIS Site Map finks search rlonda 1-1, Product ApprovalrUSER: Public user Product Aooroval Menu > ProdUC[ or Aool¢ation Search > Application List > Application Detail FL # FL13223-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer lames Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardie.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald 1. Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Southard, P.E. 2/ Validation Checklist - Hardcopy Received Certificate of Independence FL13223 R4 COI RIO - Certificate of Indeoendence.odf Referenced Standard and Year (of Standard) Standard ASTM C1186 ASTM E330 Year 2007 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13223 R4 Eouiv RI0-2692E-17 ASTM C1186 eouivalencv.odf http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvRk6bsvZ66FC... 2/6/2018 Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/25/2017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 Summary of Products FL # 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 11 cemoanel-installation. odf Approved for use outside HVHZ: Yes Impact Resistant: Yes FL13223 R4 II NOA 17.0406 06.odf FL13223 Rio 11 RIO 2689-17 Panel to Furrino.odf Design Pressure: N/A FL13223 R4 11 RIO-2686-17 Panel Wood Metal Frame.odf Verified By: Ronald 1. 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 11 HardiePanel-Installation.odf Approved for use outside HVHZ: Yes FL13223 R4 11 NOA 17-0406.06.odf Impact Resistant: Yes FL13223 R4 11 RIO 2689-17 Panel to Furrino.odf Design Pressure: N/A FL13223 R4 11 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 Furring 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 Approved for use outside HVHZ: Yes FL13223 R4 II NOA 17-0406.06.odf FL13223 R4 11 Prevail -Panel -Installation. odf Impact Resistant: N/A FL13223 R4 11 RIO 2689-17 Panel to Furrina.odf Design Pressure: N/A FL13223 R4 11 RIO-2686-17 Panel Wood Metal Frame.odf Verified By: Ronald 1. 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 lladt PER Contact Us :: 2601 Blair Stone Road. Tallahassee Fl. 32399 Phone. 8So487-1824 The State of Florida is an AArEEO employer. Copyright 2007.2013 State of Flonda.:: Privacy Statement :: AcrPssibllitV 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 4$5.275(1), Flonds Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they nave 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 of you are a licensee under Chapter 455, F.S., please Click here . product Approval Accepts: e-®0 r® http://www.fl oridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvRk6bsvZ66FC... 2/6/2018 Florida Building Code Online Page 3 of 3 Cred'r, Card Safe http://www.floridabuilding.orglprlpr_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 Panel OIZ7>o• JamesHardie Vertical Siding EFFECTIVE SEPTEMBER 2013 1W INSTALLATION REOUIREMENTS RESIDENTIAL SINGLE FAMILY ONLY - PRIMED & COLORPLUS- PRODUCTS Visit :vww.iameshaidie.com fat the most recent version. SMOOTH • CEDARMILLO • SELECT SIERRA 8 • STUCCO IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY! BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS. INSTALLATION OF HZ1 OTM PRODUCTS OUTSIDE AN HZ10f1 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 corners from breakage. James Hardie is not responsible for damage caused by improper storage and handling of the product. CUTTING INSTRUCTIONS OUTDOORS INDOORS 1. Position arttng station so that wind vatl blow dust away from user 1. Oil only using scnre and snap, or shears (manual, electric or pneumatic). and others in waning area. 2. Position cutting station in well -ventilated area 2. Use one of the following mellhods: a. Best: I. Score and snap hi. Shears (manual, electric or pneumatic) NEVER use a power saw indoors b. Better h Oust reducing circular saw equipped with a NEVER use a circular saw blade that does not carry the HardieBWde saw blade trademark HardleBkW saw blade and HERA vacuum extraction NEVER dry sweep — Use wet suppression or HEPA Vacuum c. Good: I. Dust reducing circular saw witti a Hardleglade saw blade only Use for low to moderate cutbrig) Important Note- For maximum protection (lowest respirable dust production), James Hardie recommends always using'Best%laoel cutting methods where feasible. NIOSH-approved respirators can be Used in conillnchoin with above cutting practices to further reduce dust ex { osuies. Additional eiposute information is available at a -Am meshardie.com to help you determine the most appwp riate cutting method for your cab requirements. 9 concem still exists about exposure levels or you do not comply with the above practices, you should always cortsult a qualified industrial hygienist or contact James Hardie for further information. sooeros GENERAL REQUIREMENTS: These instructions to be used for residential single family installations only. For Commercial / Multi -Family installation requirements go to www.JamesHardieCommercial.com HardiePanele 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 applicabon. James Hardie recommends installing HardiePanel on a capillary break (rainsc reentfurring) as a best practice. Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www. jamehardfe.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 HardieWrapm 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 sidingg In Fascia or Trim applications. Some application are not suitable for OolorPlus. Refer to ColorPlus section page 3. DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardte'b 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 vnvw.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 corners. joints may also be covered with battens, PVC or metal jointers or HardiePanel Vertical Siding Installation caulked (Not applicable to ColorPlus Finish) (fig. 2). Horizontal Joints - Provide Z-flashing at all horizontal joints (fig. 3). Framing must be provided at horizontal and vertical edges for nailing. Figure 2 Figure 3HardiePanelverticalsidingmustbejoinedonstud. water -resistive barrier water -resistive bamer Double stud may be required to maintain minimum edge 4 stud tvater•reslsure water -resistive nailing distances. 2 x 4 stud baffler banner anel upper panel i . upper panel Figure 1 stud Do not t/4" 9aP Do not t/4" gap water -resistive Caulk I caulkbarrier sheathing 7r_:THardiaPanel Batten Joint "Hill Joint ~2-flashing t `'2-flashing rtical siding water -resistive barrier r decorativebandhoard 2x4stutlkeepnails . —lower 3/8' min. panel ._ lower frm panel 0 edges plate 4 o Figure 4 leave appropriate gap between Recommendation when o panels, men caulk'installing Siena 8, prcmae moderate contact Caulk Joint a double stud at panel Not applicable to ColorPlus• finish) founts to avoid nailing keep fasteners 2' Apply caulk in accoraance with caulk through grooves. away from corners manufacturer's written application instructions. Joi i For additional information on HardieWrapTM We Barrier, consult .lames Hardie at 1-866-411ardle or www.hardiewrap.com WARNING: AVOID BREATHING SILICA DUST James Hardee products contain resprable crystalline silica, which Is known to the State of California to cause cancer and is conslaered by IARC and NIOSH to be a cause of cancer from some occupational sources Brea hing Ai ive amounts of respirable silica dust can also cause a disabling and potentially fatal lung disease called sdicosIs, and has been Inked with our diseases Some studies suggest smoking may Increase these risks. During installation or handling. (1 } work in outdoor areas vain ample ventilation; (21 use fiber cement shears for adting or, where not feasible, use a Hardie6lade• saw blade and dust -reducing circular saw anaehed to a HEPA tacuum; 3) worn others in the Immediate area, (4) wiiar a prodeny-fried. NIOSH-approveo dust mask or respirator (e.g. N-95) in acwcance with applicable gdvernmenl regulations and manufacturer Lvactions to further limit respirable silica exposures During Jean -up, use IIEPA vacuums or wet cleanup methods - newer dry sweep For further information, refer to our installation instructions and Material Safety Data Sheet avalWe at www.lamrsnardre com or by calling 1.800.9HARD E (1-800.942-7343). rAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH memos H5123b - P1/3 1/13 CLEARANCES Install siding and trim products in Maintain a minimum 1" Maintain a minimum 1" - 2" clearance At the juncture of the roof and vertical Maintain a 1/4" compliance with local building code 2" clearance between between James Hardie products and decking material. surfaces, flashing and counterflashing shall be installed per the roofing clearance between the bottom of James requirements for clearance between James Hardie® manufacturer's instructions. Provide a Hardie products and the bottom edge of the siding and products and paths, Figure 7 minimum 1 "- 2" clearance between horizontal flashing. the adjacent finished grade. steps and driveways. Figure 5 8 Figure 6 sdina I Y11/° id J \ concrete 6' min. I roundaaon Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 9 siding 4C gutter and end cap ill, 2'min' i) 11 siding I water r resistive Dartier deck material 1" - 2" mi iftomewt joist aching ledger Do not bridge floors with HardiePanet• siding. Horizontal joints should always be created between floors (fig.10). Water - Resistive Gamer Framing Figure 10 Horizontal j Fioonng Trim 1 J 1 ' Sheathing fasda '.K HandhePanele BLOCKED PENETRATIONS Penetrations such as hose bibs and holes 1 14" or larger such as dryer vents should have a block of trim around point of penetration. GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hai die is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie products near the ocean, large bodies of water, or in very humid climates. Consult applicable product evaluation or listing for correct fastener type and placement to achieve specific design wind loads. NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A) Do not aver -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 Countersunk, fill 8 add nail Figure A uJ Figure B do not under drive nails DONOT STAPLEthe roofing and the bottom edge of the Do not caulk gap. siding and trim. Refer to fig. 3 on Figure s page 1. i[ ll i 1' • 2- min. KICKOUT FLASHING Because of the volume of water that can pour down a sloped roof, one of the most critical flashing details occurs where a roof intersects a sidewall. The roof must be flashed with step flashing. Where the roof terminates, install a kickout to deflect water away from the siding. It is best to install a self -adhering membrane on the wall before the 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 behind 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 1000 - 110a to maximize water deflection Figure 11 '. sw / l sM-' ibr&* WH 3a>, r eaves mmmnne" WWRA r" An 0V ease Hwwwrap 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 Elastomedc 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. DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardier Products. James Hardie products James Hardie touch-up kits are required must be painted within 180 days for primed product and 90 days for unprimed.100% acrylic topcoats are to touch-up ColorPlus products. recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back -rolling is recommended if the siding is sprayed. COLORPLUS° TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling and cutting James Hardie® 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 ColorPlus®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 ColorPlusm 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 party 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 topcoatapplication: 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 vrith ICC-ES baluation Report ESR-1 a44, HardiePanal's vertical siding is recognized as a suitable alternate to that specified In: the 2006.20D9, & 20121ntemational Residential Code for One -and Tw-Family Dwellings and the 2006. 2009. d 2012 International Budding Code. HardePanel vertical siding is also recognized for application In the following: Chy of Los Angeles Research Report No. 24a62, State of Florida Using FL#W9, Dade Count', Florida NOA No. 02-0729.02, U.S. Dept. of HUD Materials Release 1263c, Texas Department d Insurance Product Evaluahan EC-23, by of New York MEA 223.93-M, and Caldomta DSA PA-019. These documents should also be consulted for additional information concerning the suitability of this product for speck applications. 0 2013 James Hardie Building Products. All rights reserved. TM, SM, and ® denote trademarks or regtsteted trademarks of Additional Installation Information, James HardieTechnologyLimited 0 is a registered Warranties, and Warnings are available at JamesHardle trademark of James Hardie Technology Limited. www.jameshardie.com H HS1236 - P3/3 6/13 ciawa M"I-DADE COUACCREDHIMrrrr ,-- s LABOVAT09Y ACCREOTIEO July 30,' 2017 Pingsheng Zhu, P.E. Product Compliance Engineer James Hahne Building Products 10901 Elm Ave.: Fontana, CA 92337 Re: NOA-17-0406.06 Relative to FBC 2017 Project 11I0-2679AA-17 Dear'Pingsheng: After review of the 2017 FBC, it is my opinion that the curreht-NOA-17-0406.06 is in compliance with the 2017 Florida Building Code. Referenced Standards in the 2017 FBC: 1. Wood: AWC NDS-2015 & SDPWS-2015. 2. Structural Loads: ASCEISEI=7-10 3. Concrete: ACE-318-14 4. Masonry: TMS402-2016/AC1530-i3/ASCE-5-13 S. Structural Steel: AISC 360-10 (Including manual of steel construdon 2010 (i40 *eddion)) 6. Cold -formed Steel: AISI 160.12 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'Ogawa Inc does not have, nor will It acquire a financial Interest In any company manufacturing or distributing products for which reports an; 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'coritact me. Sincerely, Ronald I. Ogawa, P.E. U 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 r6n4-)riooa%va.6om CC: Roger Ogavi/a - RI Ogawa & Associates, Inc. Karen Ogawa - RI Ogawa & Associates, Inc. GAWq.— 41 CC ij 0,c Cat Jo S QNN\- tt Lab Address: 1985 Sampson Avenue. Corona, CA 92879 • Phone (714) 321-4939 • Fax (714) 908.1815 • E-mail: rocer0riocawa_com Mailing Address: 16835 Algonquin St. 0443, Huntington Beach. CA 92649 • Phone.(702) 491-3710 . Fax (714) 908-1815 • E-mail: debbvQngaaiva.com Engineering 4 Quality Control • Product Development • Inspections • Code Consulting • Expert Witness • Testing MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/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 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I. Ogawa, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. 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 Mia tIAPPROVED I counrnr Expiration Date: May 1, 2022 Approval Date: May 4, 2017 417_11 017 Page 1 James Hardie Banding 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 # I5-0122.04" 1. Statement letter of code conformance to the 56' edition (2014) FBC issued by Ronald I.Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald I. Ogawa, P.E. 04r2,7/7017 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 PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 17-0406.06 Expiration te05/0112022 By ML6 Mlarnl-Datfe Product Control A t4 no" WALL LENGTH Stud Spacing at 16' O.C. WHT Agri,.' . ok B { J I Nailsat16" O.C.I( typ.) 3/ 8" Minimum Edge Distance Sheathing fastener, as described in Note 1 Panel fastener, as described in Note 2 1 HardiePanel, Cempanel, Prevail Panel Siding Water - resistive barrier per Florida Building Code Section 1404. 2 5/ 8" 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/ s" thick 115 ply APA rated plywood sheathing in accordance with Florida Building Code Section 23; Water- resis!'nre barrier per Florida Building Code Section 1404.2 T X 4' S-P-F Wood Studs HardiePanel, g: TL01 & Cempanel, Prevall Panel Siding PRODUCT DESCRIPTLON. HardiePanel( Cempanel®, 8 Prevail® Panel Siding materials are nonasbestos fiber -cement products tested In aocorrdanee with ASTM C1186 Grade II, Type A and meeting the requirements ofthe Florida Building Code. j? ANE(_DIMRSJOL1$ Width Length Thickness 4' 8,9,10' 5/16" pE. g3GL4 PRESSU$E-8A'TINQ Installation Design Pressure Wood Studs -76 psf Impact Resistant - Planks installed over -W' thick / 5 ply APA rated plywood sheathing Ii, ARD1 NEi,, _CEMPQNEL, PRNAIL PA1NEI AIDLG INST I .L—kl!ON DETA,&A All installation shall be done In conformance with this Notice of Acceptance, the manufaoture s instanation recommendations, and the applicable sections of the Florida Building Code. Wood studs where HardiePanel, Cempanel, Prevail Panel Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N. OA Note 1] SW thick 15 ply APA rated plywood sheathing shall be attached to the studs In accordance with Florida Building Code Section 2322.3. The siding panels shall be installed over 5/8' thick /5 ply APA rated plywood sheathing supported by a minimum of 2"X4" S-P-F wood studs spaced a maximum of 16" O.C. Note2] The siding panel fastener shall be a T long, 0.223' 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. Fastenersshallhaveaminimumedgedistanceof3/8" and a minimum clearance of 2" from comers. HARDIEPANEL, CEMPANELr PREVAIL PANEL I INSTALLATIONDETAILSWOODSTUDCONSTRUCTIONJames Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 DWG NO A I I PNLrPLK-SOFF Creator: E. Gonzales Issue 1/2-=1'-0• I Date:412412013 IsHM 1 OF 12 Fastener Spacing per Florida Building Code Secllon 2322.3 II. 196owtREVL D . • ` e eus*fid& wild at Furib Grimes Cone Aoo•pttbtrae Plo ! 2 vmdnA Cooipol I Fastener Spacing per Florida Building Code Section 2322.3 I I. PRODUCT RENEWED eg Code as complying with the Florida t d ng Codef` G_„ IU 7 NOANOA-No. 17-0406.06 Expiration e05/01/2022 By Miam; ProenctCeotrd By Miami- a duct Control EIiA. MING 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 WALLAND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 98- FATHMNOMINAL 5/8" THICK / 5 PLY APA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA BUILDNG CODE SECTION 2322.3 CL, ADDL G THE PANEL IS FASTENED WITH T LONG, 0.223" HEAD DIAMETER, 0,092t' SHANK DIAMETER, CORROSION RESISTANT SIDING NAILS, PLACE NAILS 6" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Cladding 7 I , rl lllll Framing Sheathing I NV I J I I ONAt 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) IN HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elrn Avenue Fontana, CA 92337 Fax 909- 427-0634 A PNL-PLKSOFF Creator. E. Gonzales SOALE V =1'-0" pate; 4/24/2013 SHEET 2 OF 12 PRO[ as con Bulldh NOA4 Expira By_ Miami - 1he Florida No QCT RENEWED plying with the Florida g Code o. 17-0406.06 WALL LENGTH Stud Spacing at 16" O.C. a--- I I i Distance 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. tlon D e05/01/2022 209a, 3-5/8" X 1.5/8" Metal C-StUd The wall and soffit frames are to be designed a e Product Control by the Architect or Engineer of Record In I compliance with the Florida Building Code. SEE DETAIL A 518" thick / 5 ply APA rated plywood sheathing fastened to metal studs as described in Note 1 Water -resistive barrier per Florida Building Code Section 1404.2 20ga. 3-5/8" X 1-6/8" Metal Cstud PRODUCT DE Cj_tI TIQ J HardiePanel®, Cempanel®, & PtevailO Panel Siding materials are nonasbestos fiber -cement products tested in accordance with ASTM C1186 Grade II, Type A and meeting the requirements o' the Florida Building Code. Pg—KLojffl,N SI1-Ns Width Length Thickness 0 8,9,10' S/W, JZESIGN- I?BESSURE 8ATJJ9-G- Installation Design Pressure Metal Studs -104 psf HardiePanel, Impact Resistant — Cemponel, Panel installed over 6/8" thick / 5 ply Prevail Panel APA rated plywood sheathing Siding IiAF DI)=ANEL,CEMP/JNELLPREVA.[L PgNEkSIDI1-G It-R$4.LALIOS1 DF-TAILLS All installation shall be done In oonformanae with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florlda Building Code. Metal studs where HardiePanel, Cempanel. Prevail Panel Siding will be Installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N. O.A. Note 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. 0.315" head diameter 1-1/4' long bugle head screw The siding panels shall be Installed over 518" thick / 5 ply APA rated plywood sheathing supported by a minimum 20ga, Nominal 3.5/8" X 1-5/8" Metal C-studs spaced a 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. 10901 Elm Avenue Fontana, CA 92337 I FSCM NO DM NO A PNL-PLK-SOFF Creator. E. Gonzales IscAk.s 12" a 1'.W I Date. 4/24/2013 IS14EET 3 OF 12 6.001n. (+— 6.00in. I I I I I II PRODUCT RENEWED • . as complying with the Florlda Bullding Code VOA -No. 17-6406.06 —r xpiratton te05/01/2022 I 6.00in. y -- L PRODUCTREVLSM eu t*r*yiag wi& the Fbaidn A wo*1271SI/ t F tmta<ionDeae% BY M l•radnct Caatrol I I I' I II I• I 6.00in. I II• II II I• I I I PItODgCr REWSW a clal7iro6 w" doeqm&aFloaida 1 22 Deae O old f: MMING NOMINAL 20 GAUGE 3-5& FASTENED WITH 5/8' WAF'ERIHEAD SCREWS (2 PER OP 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 SLHFAS RINGNOMINAL50 THICK / 5 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT W OC AT PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A N0. 8-18, 0.319' HEAD DIAMETER X 1-1W LONG BUGLE HEAD SCREW ALADDING THEPANELIS 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 Il 1 • I Sheathing II I• I I• I ll I ICI I.I I I I I i I I I I 111 t OGA 1 I I I I •• + 0. 121 STATE OF ', 1• I' I 1• I O FLOFIOP <c 3 I I I S/ONAV • FOR METAL AND WOOD STUDS, PROVISIONS FOR NOTPARTF THIS APPROVAL (MUST PROVIDE ALTERNATE GPROV S ONS FGRAVITYM ACTION ANDORTHESE LOADS)RE HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue I Fontana, CA 92337 F >Gm NOOwls Nophone: 90pNL_pU( SOFF F 90'A Creator: E- Gonzales SOALE 1" o 1'-0" Date: 4124/2013 SHEET a OF 12 I at T WALL 4... B t--= 3/4" Minimum Qh7AIL_A PR ' MMMID 3!% with Florida wo S 1 AdftT PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 1 T-0406.06 LENGT as co&wyiog with 14e Hurkla r p . . .h III Mi i ad! IICD6"l Distance Nails at 16" O.C. (typ.) SEE DETAIL A g120Q Ll DEScm_TVN.. HardlePlank®, Cemplank®, & Prevail® Plank Lap Siding materials 5/8" thldk 15 ply APA are nonasbestos liber-cementproductstestedinaccordance withratedplywoodASTMC1186Grade11, Type A and sheathing in meeting the requirements of theaccordancewithFloridaBuildingCode. Florida Building Code Section 2322.3 AJ EIjDJMF..NSi_ONS Woter-resistive Width Length Thickness barrier per Florida 5942' 12' 5/16" Building Code Section 14042 ' DF_$IQN PAESSUR.9_ M71,NQ 2" X 4" S-P-F Installation Design Pre§sure Wood studs Wood Studs -92 psf Lap Siding Impact Resistant - Planks Installed over 5/8" thick / 5 ply 1-114'tall X 5/1B" APA rated plywood sheathing thick starter ship Sheathing fastener, as IigRDpl_111IC CEMPLgN(, PfZEVj111 _Lq SIDJNO,NSTALLATIOD iA_)1 described in Note 1 All Installation shall be done in conformance with this Notice of Acceptance, the manufacturer's Instatlation recommendations, and the applicable sections of the Florida Building Code. Wood studs where HardiePlank, Cemplank, Prevail Lap Slding will be installed shall be designed by an Engineer or Architect per the Florida 6ullding Coda and the requirements of this N.O.A. Note 1] 5/8" thick / 5 ply APA rated plywood sheathing shall be attached to the studs in accordance Siding fastener, as with Florida Building Code Section 2322.3. described in Note 2 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:5 54/4" vertically. 1 HardiePlank, [Note 2) The siding fastener shall be a 2-1/2' long, 0.223" head diameter, 0.092" shank diameter, Cemplank, Prevail corrosion -resistant siding nail; The siding is fastened S 8-1/4" O.C. vertically and 16" O.C. horizontal{y; Lap Siding fasteners are driven into wood studs through 518" thick / 5 ply APA rated plywood sheathing, fasteners are placed In the overlapping area approximately 3/4' from the bottom edge of the overlapping plank Vertical Joints shall be placed over studs. water -resistive barrier The planks shall be installed over 5/8" thick / 5 ply APA 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 3/8". HARDiEPLANI CEMPLANIC, PREVAIL LAP SIDING 5/8 thick 15 ply APA rated INSTALLATION DETAILS WOOD STUD CONSTRUCTION plywood sheathing fastened (&. — in accordance with Florida James Hardie Building Products, Inc. Building Code Section • 10901 Elm Avenue 2322.3RON Fontana, CA 92337 Expiration te05/01/2022 2"X 4" S-P-F Wood Studs The wall and soffit frames are to be designed By by the Architect or Engineer of Record in Mlam' I-Il a Product Control compliance with the Florida Building Code. Ize FSOM NO DWG NO A PNL-PLK-SOFF Creator. Iw Gonzales WALE 112" =1'-0' I • Dale: 4/24/2013 5 OP 12 REV Fastener Spacing per Florlds Building Code Section 2322.3 16 in. OC Fastener Sparing per Florida PRODUCT RENEWED Building Code Section 2322.3 as complying with the Florida ' IBuildingCodeINOA-No. 17-0406.06 0.75in T gxplraiion D e05101/2022 IT By Miami-'aMiami-D'adfi Product Control PRODUCTfaVMW m aw*ymg wilt ft Phalan 9w7tiYag Code AeecyOence 130 ! -d ^ 1. Gf % 1 Iillsy 8. 2 5uiade 1'm6uec Colehoa FRAMING NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED WITH 3- V2' 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 CLAbDJKQ PLANKS. OVERLAP 1-1/4' THE EXPOSURE IS 58-1/4" THE PLANKS ARE FACE NAILED WITH 2-1/2' LONG, 0.223" HEAD DIAMETER, 0.097' SHANK DIAMETER, CORROMON- RESISTANT SIDING NA)LS,•PLACED 3/4" UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION Cladding Framing Sheathing PRUDUCI' RIEVISFD a.ulpiying wilt an Fk" ew nlo/ Shc2 No. 121 •`• i STATE OF i ade h-dwe CORIOP s••........ 0/ 0NAI. Elo rii FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND NQVl`I`f LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Ins 10901 Elm Avenue Fontana, CA 92337 A I I • PNL-PLK-SOFF RW 1 PROD as corn Buildln NOA-N Expirat By— Mlarnk IStud Spacing at li I 40 cc WALL ! I alk tEIGHT i i I > i.l I.I I.I l I ( Y- i t B E-J 3140 Minimum Ed4e Distance NGTH SEE P-kQQ-UM ESCt I--0P-). DETAIL HardiePlank®,-CemplankO, and 518" Thick/ 5 ply APA Prevail® Plank lap Siding materials r p are nonasbestos fiber -cement r rated od 1 sheathing fastened products tested In accordance with I , r A C1186 Grade II, Type A and I I ! to metal studs as described In Note 1 meeting the requirements of the wbb oVEai&e i. l .- Florida Building Cpde. n r iir..i.:. • Wslerresistive r barrier per Florida jpNt 1 ELQ !J ma O > F Bulkting Code Width Length Thickness L 1. 1 Section 1404.2 5 9-1/2' 12' 5/16" µtodrxt Coeaal y¢ I.i *I i c ` 20ga, 3-/8" X 1-5/8- -N PRESS FARAD. i IMetalCstudjIUP F ; InstallationDesignPressure1i i -- ` 4mplank, PardiePlank, Metal Studs -92 psf S. mplank, Prevail sS oivAL GA,,.tPIC-m0Lap Siding Impact Resistant - Nails at 16" O.C. (typ.) %ts' C- 1-1/4' tall X 5/1B• Planks Installed over 518" thick / 5 ply thick starter strip APA rated plywood sheathing DETAIL 6 Sheathing fastener, as described in Note 1 mobver Rtvisw g0000lplybV irh 0A, Florida 5- 1 A Siding fastener, as Note 2 idescribed in MimiIHardiePlank, . Cemplank, Prevail Lap Siding UCT RENEWED plying with the Florida I Code 17- 0406.06 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 209a, 3-&&' X 1-5/8" Metal C-stud The wall and soffit frames are to be designed by the Architect or Engineer of Record in complianbe with the Florida Building Code. hlgt DIEPL.ANK CEMPLANK,RE1/A1LL_q lb(i G I r I LAT QN QE I ILS 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 11 5/ 8" tNck / 5 ply APA rated plywood sheathing shall be attached to metal studs at Goo 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 wHh 1-1/4' wide laps at the top of the plank such that the exposure area of each plank is 58-1/4" vertically. Note 21 The siding fastener shall be a minimum No. 8-18, 0.316' head diameter X 2-1/4' long• bugle head screw over metal studs (•or screw shall have at least 3 full threads penetrating metal framing); The siding Is fastened s 8- 1/4" O.C. vertically and 16" O.C. horizontally; fasteners are driven into metal studs through 6/8" 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 15 ply APA rated plywood sheathing supported by a minimum 20ga, Nominal 3- 518" X 1-5/8" Metal "bids spaced a maximum of 18" 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. a _ 10901 Elm Avenue Fontana, CA 92337 Fax 9.09- 427-0634 A I IPNL-PLK SOFF Creator. E. Gonzales se -me 1/2" - V-0" I Date: 4124/2013 1 sxF• 7 OF 12 6.00in. •- 16In. OC Cladding 6. 00in. I Framing 6. 00in.00 I Sheathing PRODUCT RENEWED I • _I as com 1 in with the Florida pygBuilding Code NOA- No. 17-0406.06 0. 751n •--f - ' Ex iration D to 05/01 /2022 ' I By I • I J# Mlarnh • a toll# OGA ProductControl - --^ - - -- Y- j I I W `t . ae comoyi" w ilb d e Florida inm6 -wA Am Florida CQV* A= Mtmm i,- l- zn ri n; Bide J 4 _%___._—.._ --•--- • i '1!C' M' i t'rv6uct Control PtodtKt r!1 o I TATE OF 58. 25in. I I .• I . cF 0 RIOP •' s OtYAI. E G ' l3 FI2/ M1NG ''•s/// NOMINAL 20 GAUGE 3-5/B" X 1-5/8" STEEL STUDS 16" O. C. FASTENED WITH 5/8" LONG RIBBED BUGLE HEAD SCREWS ( 2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED FOR METAL AND WOOD 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 SHEATINNG 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 1E. Gonzales HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING HEAD SCREW CL. ADD_]jT1G INSTALLATION DETAILS METAL STUD CONSTRUCTION PLANKS OVERLAP 1-1/4' THE EXPOSURE IS S 8-1/4" James Hardie Building Products,.Inc. THE PLANKS ARE FASTENED WITH NO, 8-18, 0.315" 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 Phon-6300 sip FSCM.NO owcr+o aev PENETRATING THE METAL FRAMING), PLACED 3/4" UP Fax634 A PNL-PLK-SOFF 1 FROM THE BOTTOM EDGE OF THE PLANK AT EACH CreatSCE 1" a T-V Date, 4/24/2013 BNEer a OF 12 STUD LOCATION WALL WALL LENGTH Stud Spacing at 16" O.C. c -- I I I 3/8" Minimum 4ETAll. PRODUCT RENEWED as complying with the Florida 1 Building Code I NOA-No. 17-0406.06 Nails at 4" O.C. Distance Soffit fastener, as described in Note 1 HardieSoffit, Cemso6it Expiration je06/01/2022 ' B -, r Y Miami- a e roduct Control 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 oompGance with the Florida Building Code, SEE DETAILA T— l ) 2" X 4" S-P-F Wood Studs HardieSoffil, Cemsoffit 61 ErJJO"_R PSI ODI.C DESCRI IO,LI HardieSoffl* & CemsoffitO materials are nonasbestos fiber -cement products tested in accordance with ASTM C1186 Grade 11, Type A and meeting the requirements of the Florida Building Code. SOFFIY_pIMENSIONS Width Length Thickness 4' V 114, DESIOI-ERFS_SUKE_RATjj9— Installation Deslgn Pressure Wood Studs -70 psf n AWA No. 4a21. o STATE OF SSION At HARDIESOff t:F,MSO_EF-LT-PAURL [LIST—AMA-J)ON QE-TA.[L$ 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, Cemsofft will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O.A. The soffit shall be installed over minimum 2"X4" S-P-F wood studs spaced a maximum of 16" O.C. Note 1] The soffit fastener shall be a 2" long, 0.223" head diameter, 0.092" shank diameter, corrosion resistant siding nail; the fasteners shall be spaced at 4" O.C. at panel edges and intermediate studs; the fasteners shall be driven into wood studs located at 16" O'.C. Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from comers. PRODUCrREVLr,M I* coo plying VrM a* F>}o" 9uNdmg Comr z,f 3•-03! I,0` P-ft4;&42ET2 ny miz /D'ac Product cra=*Q HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION SIZE I FSCM NO James Hardie Building Products, Inc, 10001 Elm Avenue Fontana, CA 92337 PNL-PLK-SOFF REV PRODUCT RENEWED as complying with the Florida . Building Code NOA-No. 17-0406.06 Expiration Da 06/01/2022 By Miami- Product Control PRobi.licra m--D PROwcr EVt" tlow%bwilb the nori& as eoao)* witL ft Florih Aaaeptseoe1.6 'o Btul Ac=pUwN* flat .0% E Ott . Fapvatlon gems . 1 u17 M m P-Ave Caomol BV, Miam' Uadc.Pn Coeuol F MONG 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 CI D IN THE SOFFIT IS FASTENED WITH 2- LONG, 0.223" HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION RESISTANT SIDING NAILS, PLACE NAILS 4" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Cladding Framing GAIN No. \ 121 STATE Fx. FORpP.•`` 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) HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 FSCM NO DIM NO Fax 9W-427-0634 ASCALEPNL-PLK-SOFF Creator. E. Gonzales sc7"=1'-0' Date: 4/24/2013 6HEEr 10 OF 12 WALL a WALL LENGTH - Stud Spacing at 16" O.C. 318" Minimum A-CTAI.A PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 17-0406.06 1-Expiration!)a 05/01 /2022 i. I By Mlaml-D d roduct Control Nails at 6" O.C. (typ. Distance I fastener, as dbed in Note HardieSoffit, Cemsoffit f 20ga, 3-5/8" 1-5/8" Metal C-stud LI The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. SEE 1°CL000CT QMC_I-Ii?7MQN HardieSoffi* & Cemsoffl10 materials DETAIL A are nonasbestos fiber -cement products tested in acoordence with ASTM 01186 1 Grade II, Type A and meeting the J requirements of the Florida Building Code. 20ga, 3-5/8" X 1-5/8" SOFFIT DIME ISIQEI_S, Meal Gstud Width Length Thickness 4' HerdieSoffit, DESIGN SSURfLRI TING Cemsoffi[ installation Design Pressure Metal Studs 0;, 93i,,, 1.0 SECTION B-B , 1 _ MODUCr REVISED M OMCT REVISED es conrplriag wtlb the Elands as rnulplya+g wft ft Flan& gurtdiae Cade ! 3 0 Q^ aa CodeAecepteoh No • 3t 1 , N0. 121 Aeoo4teeae Not,•Xroti U19 -ti s' p •. STATE OF st t+ea>urot rvu ede P veeetCeai _ ;' • ORID P`I tiAi2p(ESQFFIl',CEMSO M PAiJELINSTAL)JIOI±DETA14$ %.NAL NrOff All Installation shall be done in conformance with this Notice of Acceptari6d{tJ e,%Aufacturer's installation recommendations, and the applicable sections of the Florida Building Code. Metal studs where HardlaSoftit, Cemsoffit will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O k The soffit shall be installed over minimum 20ga, Nominal 3-518" X 1-5/8" Metal C-studs spaced a maximum of 16" O.C. Note 1] The soffit fastener shall be a minimum No. 8-18, 0.316' 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. HARDIESOFFfT, CEMSOFFIT PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 own NO Rav PNL-PLKSOFF I 1 Creator. E.-Gonzales ISGALE 12" -1'-0" I Date: 4/24/2013 IsHM 11 OF 12 6.001n.-I r•- Fr-16.001n.--I / Cladding i Fuming 6.OIOIn. PRODUCY REVISED _ PRODUCT RENEWED •w 1wo Mdle•IF'it> W PR as complying with the Florida witbtt< fkff Building Code gpoe¢1a oe )+bWSY NOA-No. 17-0406.06 Am NO r3-,03N.0 illll AWA _ M Expiration 05/01/2022 Zi nyBR'A Ar"lu d •- By Miami 4>edC cat Miarni-DAdf Product Control i No 2 FRATV ING '''•r NOMINAL 20 GAUGE 3-5/8" X 1-6ff' STEEL STUDS 16" O.C. FASTENED WITH 5/8• WAFER HEAD SCREWS (2 PER TOP FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE AND BOTTOM CONNECTION) ' NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR EOGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE C! ADD1N1G_ HARDIESOFFIT, CEMSOFFIT PANEL THE SOFFIT IS FASTENED WITH NO. 8-18, 0.315" HEAD INSTALLATION DETAILS METAL STUD CONSTRUCTION DIAMETERX 1-114' LONG CORROSION RESISTANT RIBBED (9BUGLEHEADSCREWS (SCREW SHALL HAVE AT LEAST 3 James Hardie Building Products, InaFULLTHREADSPENETRATINGTHEMETALFRAMING), PLACE SCREWS 6" O.C. AT PANEL EDGES AND INTERMEDIATE 10901 Elm Avenue STUDS a! Fontana, CA 92337 Phone: 909-356-6300 sae FSCM NO WOO NO RE Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator: E. Gonzales SCALE 1" = 9'-0" Date: 4/2412013 eHEET 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 113, 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 714-8474595 FAX RONALD 1. OGAWA ASSOCIATES, INC. 16836 ALGONOUIN STREET 11443 HUNTINGTON BEACH, CA 92649 T) 714-292-2602; (F) 714-847.4595 PROJECT: RIO-2689-17 EVALUATION SUBJECT HardiePanel® Siding James Nardie Product Trade Names covered In this evaluation: HardiePanelA Siding, CampanelO Siding, Prevail- Panel Siding EVALUATION SCOPE: ASCE 7-10 2017 Florida Building Code 2015 International Building Code 2015International Residential Code JAMES HARDIE BUILDING PRODUCTS, INC 1-888-542-7343 into(&ameshardie.com EVALUATION PURPOSE: This analysis Is to determine the mammum design 3-second gust wind speed to be resisted by an assembly of HardlePanel (Cempenel. Prevail Penal) siding fastened to wood fumngs on either wood or metal training with palls or screws. REFERENCE REPORTS: 1. Intenek Report 102024363000-001A. Transverse load test on HarooePenel. TEST RESULTS: Table Is. Results of Transverse Load Testing Frame Fastener Ultirniets Allowable Test Thickness Width Spacing Spacing Fastener Type Load Design 1.011d1 Report Number Agency in. in.) Frame Type in,(In.) and Dimensions PSF) PSF) Failure Mode 102024363COO-001A Intertek 0.3125 40 2X4 wood stud, 314' thick by 16 6 No. 8 X 1.25• long X 0.323' HD 160.7 53.6 pug through nraauro3.5' wide SPF furring ribbed bugle head screws 102024363COO-001A Intenek 0.3125 48 2X4 wood stud, 314* thick by 16 8 No. 8 X 1.25' long X 0.323' HD 131.4 43.8 pug through3.5' wide SPF furring ribbed bugle head screws 102024363COO-001A Imertak 0.3125 48 2X4 wood stud, 314• thick by 16 12 No. 8 X 1.2S' long X 0.32T HD 1061 35 4 pull through3.5' wide SPF furring I ribbed bugle head screws 102O24363COO-001A Intenek 0.3125 48 2X4 wood stud, 314- thick by 16 6 0.090' shank X 0.215' HD x 1.61 147.6 49.2 pull through /fracture3.5' wide SPF furring long nng shank nail 102024363COO-001A Intertek 0.3125 48 2X4 wood stud, 314- thick by 24 a No. 6 X 1.25• long X 0.323' HDI 82.7 27.6 poll through rtraaure3.5' wide SPF furring ribbed bugle head screws 1. An fasteners were mstaioea on nimng wnnout penetration into the narmng members 2. Allowable load is determined from ultimate load divided by a factor of safety of 3. 3. HardiePand Siding compiles with ASTM C1186, Standard Specalcaton for Grade It. Type A Non -asbestos Fiber -Cement Fiat Sheets. Table 1b. Analysis of Allowable Load for d8 Screw at 10" O.C. 08 Screw Spacing Fastener Spacing in a 12 10 Frame spacing (in. 16 16 16 Fastener Tribute area ttr O.as 3 1.11 Allowable load 43.8 4JS1 38.0 Individual fastener load Its 38.9 2 43.1 The fastener load for 08 screw at 10" O.C. was calculated as the average of the test results for W and 12- O.C. The allowable load for a8 screw at the spedng of Ur O.C. into furring can be calculated by interpolating the results of same festerw at r and 12. O.C., since both tests had same failure mode of fastener pull through from the panels. As sham in the table, the allowable load for 08 screws installed at 10' O.C. to wood furring is 382 psf. Justification of Using the Results on Light Gauge Steel Framing In the subled configurations, all fasteners were attached to furring only, so whether the furring is attached to wood or steal fishing does not affect panels' transverse load capacity. It's the pro)eci engineer's responsibility to ensure the furring attachment and training memebers to have sufficient load capacities. ii0rxrf"" gt''/ pGAWq FLO F SfON 0 f RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 02649 r) 714-292-2602; (F) 714-847-4595 PROJECT RIO-2689-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1.888-542-7343 info®)ameshardie.com DESIGN WIND LOAD PROCEDURES: Fiber -cement siding transverse load capacity (wind load capacity) is determined its compliance testing to transverse load national test standards. Via the transverse load testing an allowable design load is determined based an a factor of safety of 3 applied to the ultimate test load. Equation 1, q,-G.00256'K,'Ke'K,'Va (ref ASCE 7-10 equst= 30.3-1) velocity pressure at height i K, , velocity pressure exposure coefficient evaluated at height z K. , topographic factor Equation 2, K, , wind directionality factor V , basic wind speed (3-second gust MPH) as detemdned from 201518C Figures 1609.3(1), (2). or (3). ASCE 7-10 Figures 26.5-1 A, B, or C V=V,a (ref. 201519C Section 1602.1 defimtans) V,s , 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, B, or C Equation 3, p=V(GC.GCrJ (ref ASCE 7.10 equation 30.6-1) GC. , product of external pressure coefficient and gust -effect factor GC, , product of intemal pressure coefficient and gust -effect factor p , design pressure (PSF) for siding (allowable desgn load for siding) To determine design pressure, substitute Q. Into Equation 3, Equation 4, p=0.00256WK,'K rK.'V.'*(GC.GC„i) Allowable Stress Design, ASCE 7-10 Sectron 2 4.1. load combination 7 Equation S. 0.6D • 0 6W (ref. ASCE 7-10 section 2.4.1, load combination 7) D , dead load W , wind load To determine the Allowable Stress Design Pressure, apply the load factor for W (wind) from Equation 4 to p (design pressure) defennaled from equation 4 Equation 6, pr = 0.8'(p) Equation 7, Pr = 0.610.00256•K,9Ce•K,'V,s2'(GC*GCo)I Equation 7 is used to populate Table 3, 4, and S. To determine the allowable uttimate be= ward speed for Hardly Skfug in Table 6, solve Equation 7 for V,,, Equation 6, V. _ (p„ 4.6.0.0025WV,*V'K,'(GC.GC,J)" Applicable to methods specified in Exceptons 1 through 3 of 2015 IBC Section 1609.1.1., to determine the allowable nominal design wind speed (Vasd) for Hardie Sitting in Teals 6, apply the conversion formula below. Equation 9, V„ = V. • (0.6)03 lief 201518C Sedan 1609.3.1) Vim„ , Nortsnal design wind speed (3-second gust mph) (ref 2015ISC Section 1602 1) RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET 0"3 HUNTINGTON BEACH, CA 92649 T) 714-292-2602; (F) 714-8474595 PROJECT. RIG-2689-17 Table 2, Coefficients and Constants used in Determining V and p, K. d Zone s Height (fl) E1p 8 Exp C Eap 0 Ka Vi G 0.15 0.7 0.85 1.03 raw 1 085 1.4 0.18 20 0.7 0.9 108 1 0.85 1.4 0.18 25 0.7 0.94 1.12 1 095 1.4 0.18 30 0.7 0.98 116 1 0.85 1.4 0.18 35 0.73 1.01 1.19 1 085 1.4 0.18 40 0.76 1.04 1.22 1 085 1.4 0.18 45 0. 885 1.065 1 1.245 1 085 1.4 0.18 50 0.81 t.09 1.27 1 0.85 1.4 0.18 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 1 1.28 1 1.43 1 h>60 I 1 0.85 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888542-7343 into@jameshardie.00m Table 3, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category B. nd S(3-secondgust) 100 105 110 115 120 130 140 150 160 170 180 190 1 200 210 Height 8 B B B B B B B B B B B B B B 0.15 444 45.9 17.5 19.1 20.8 244 26.3 32.5 37.0 41.7 46.8 521 57.8 63.7 20 44.4 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 42.5 37 0 41.7 146.8 52-1 47.8 63.7 30 A4.4 15.9 17.5 19.1 20.8 24.4 28.3 32.5 370 41.7 46.8 52.1 57.8 63.7 35 A5.1 16.6 18.2 19.9 21.7 25.4 29.6 33.9 38.6 43.5 48.8 54.4 60.2 86.4 40 15.7. 17.3 19.0 40.7 226 26.5 30.7 35.3 401 45.3 50.8 56.6 62.7 69.1 45 16.2 A7.9 19.6 1 -21.4 1 -233 27.4 1 .31.7 1 36.4 1 41.5 46.8 1 -525 58.5 64.8 714 50 16.7 18.4 202 221 24,1 282 327 37.8 42.8 48.3 54.1 4i0.3 66.8 73.7 55 17,1 18.9 20.7 228 24,7 28 9 33 6 38.5 43 8 48.5 55.5 4i1.8 4i8.5 75.5 60 1 6 1 100 25.6 28.2 31.0 33.8 36.9 43.3 50.2 57.6 65.5 74.0 829 92.4 102.4 112.9 Table 4, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - WIrtd Exposure Category C, d Speed 3-secondgust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height h) 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 39.6 44.9 50.7 56.8 83.3 40.1 77.3 20 18.6 20.5 22.5 24.6 26.7 31.4 36 4 41.8 47.5 53 7 60.2 67.0 74.3 81.9 25 19.4 21.4 23.5 25.6 27.9 32.8 38.0 436 49.6 56.0 62.8 70.0 77.6 85.5 30 20.2 22.3 24.5 26 7 28.1 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 40 215 23.7 26.0 28.4 30.9 36.3 42.0 48.3 54.9 62.0 69.5 77.4 45.8 94.6 45 22.0 242 26.6 1 •291 1 •31.6 37.1 1 .43.1 49.4 56.2 83.5 712 79.3 1 •87.9 50 225 24.8 272 29.7 32.4 38.0 506 57.6 66.0 72.9 812 59.9 99.2 55 22.9 252 27.7 30.3 33.0 38.7 44.9 51.5 58.6 66.2 74.2 2 7 91.6 101 0 60 2 2 . 4 . a 93.2 1 100 32.6 35.9 39.4 43A 46.9 55.0 53.8 733 1 -83 4 1 -94. t 1. -105.5 1 -117.6 1 -130.3 1 -143.6 Table 6, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category 0, d Speed 34eewuloust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height 8) 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0-15 21.2 23.4 25.7 28.1 30.6 35.9 41.6 47 8 54.4 61.4 b8.8 76.7 415.0 93.7 20 223 24.6 27.0 29 5 32.1 37.7 43.7 50.1 57 0 64.4 72.2 80.4 89.1 08.2 25 23 t 25.5 28.0 30.6 33.3 39.0 45.3 52.0 59.1 66.8 74.9 83.4 92.4 101.9 30 23.9 26.4 29.0 31.6 34.5 40.4 46.9 53.8 513 59.2 77.5 88.4 95.7 105.5 35 24.5 27.1 29.7 325 35.3 41.5 48.1 55.2 628 70.9 79 5 88.6 48.2 108.3 40 25.2 27.7 30.5 33.3 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 111.0 45 25.7 28.3 31.1 34.0 3 .0 43.4 50.3 578 65.7 742 83.2 92.7 102-7 113.3 50 26.2 28.9 41.7 34 8 37.7 44.3 51.3 58 9 67.1 75.7 84.8 94.6 104.8 115.5 55 26.6 29.3 32.2 35.2 38.3 45.0 52.2 59.9 68.1 78.9 8.2 96.1 106.4 117.4 so 2 .0 9. 39. 6. 100 37.0 40.8 44.7 48 B I 53.2 62- 72.5 83.2 A4.6 106 8 119.8 133.4 147.0 163.0 Tables 3, 4, end 5 are based on ASCE 7-10 and consisterx v4ih the 2015 IBC, 2015 IRC pGAW,4 o9C Ft A RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET 0443 HUNTINGTON BEACH, CA 92649 f)714-292-2602;(F)714-647-4595 PROJECT: RIO-2689-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jarneshardie.com Table 6, Allowable Wind Speed (mph) for HardlePanel Siding (Analytical Method In ASCE 7-10 Chapter 30 C&C Part 1 and Part 3)' Allowable, Ultimate Allowable, NomOwl Design Wnd, Speed, Design Wild. Speed, asV,e 1/r 4s 3-second gust mph) 3-second gust mph) Applicable to methods specified in 1201S 18C, Applicable to methods 2017 FOCI Section specified in Exceptions 1 609.1.1. as determined by through 3 of 1201518C, 12015 IBC, 2017 FBQ 2017 FOCI Section Figures /600.3(1), (2), or 1600.1.1. 3 Mnd exposure camoory Wind emosure cate0ory Coefficients used in Table a calculations for Product Minimum Thickness in.)(in.) WMtu in.) Fastserer Type Fastener Spacing Frame Type Stud Spacing on.) Building Height" R) 8 C 0 B C D A0ow4ble Design Load pso Exp 8 Exp C Exp o V w CC. OC, HardiePanetS SM6 48 No. 8 X 1. X 0. long X ribbedHOnDben bugle head sere" I O.C. Into furring only 2X4 wood or ra 9a• . led framing, 35'. wick by 3 5'• wide wood furring +•14 16 0.15 193 175 159 149 135 123 53.6 0.70 0.05 1.03 It" 1 OAS 14 0.10 20 193 170 155 149 132 120 W.6 0.70 0.90 1.06 1 0.85 1.4 0.18 25 193 166 152 140 120 118 53.6 0.70 0.94 112 1 0.66 74 0.16 30 193 193 150 1 149 126 116 1 -WA 0.70 0.28 t.ta 1 0.85 1.4 0.10 35 189 160 148 146 124 114 53.6 0.73 1.01 1.12 t 0.85 14 0.18 40 185 158 146 143 122 113 s3.8 0.76 104 122 1 us 1.4 0.16 45 172 150 140 133 116 108 S3.6 0.8e 1J5 1.33 1 0.85 1.4 Me 50 179 164 143 139 120 111 W.6 0.81 109 1.27 t 0.65 1./ o.16 55 177 153 142 137 119 110 636 0.03 1.11 129 1 0.85 1 4 016 60 175 152 141 135 117 109 536 0.85 1.13 1.31 1 O.as l4 Ote 100 145 US 120 112 a9 93 63.8 0.99 126 1.43 h 60ja5 e5 1.a O.ts HerdiePanel® 5/16 48 NO. B X 1.25' long X 0.323' HO ribbed bugle head screws 8' O.C. tnl0 furring Only 2X4 wood or 20 as steel IraMnp, 3/4• thick by 3.5• wide wood tuning u•1a50 16 0.15 174 168 144 135 122 111 43.8 0.70 0.85 1.03 hsa08.5 1.4 016 20 174 154 140 135 119 109 43.6 0.70 0.20 1.2e 85 14 Ola 25 174 ISO 138 135 116 107 43.0 0.70 0.94 1.12 a5 1.4 0.10 30 174 147 135 135 114 105 43.8 0.70 0.08 1.16 S 1.4 0.19 35 171 145 134 132 112 103 3.e 0.73 t.01 t.f9 0.5 1.4 0.18 40 167 143 132 129 111 102 43.a 0.76 1.04 122 65 1.4 0.18 45 164 141 131 127 109 101 43.a 0.79 1.07 t25 S 4.4 0.18 162 140 129 125 108 100 3.8 0.81 1.09 127 65 1.4 0.16 55 160 Ise 128 124 107 99 43.a 0.83 1.11 120 66 4 0.ta6015B1371271221069943.8 0.85 t.t3 t.]t 85 1.4 018 100 131 116 101 90 43A 0.99 126 143 h-60a5 1.9 0.14 HBrdiePand® 5116 46 No. 8 X 125'long X 0.323• ug ribbed bugle heed screws 10'O.C. Into furring only 2X4 wood or 20 ge. nisei framing, 3/4' wide wine woodwod turring'•14 16 0.15 164 149 135 127 115 105 36.8 0.70 0.a5 1.03 h 0S 4.4 0.18 20 164 145 132 127 112 102 38.a 070 0.90 1.oa 115 1.4 0.18 25 164 141 130 127 110 100 36s 0.70 0.94 1.12 95 14 6,1e 30 164 139 127 127 107 99 38.8 0.70 098 116 a5 1.4 0.1s 35 161 136 126 124 106 97 38.8 0.73 1.01 1.19 1 0.85 14 0.18 40 157 134 121 122 104 86 36.a 0.76 1.01 122 1 O.as 14 018 45 155 133 123 120 103 95 1E.8 070 1.07 125 1 0.85 14 018 50 152 131 122 118 102 94 3e.e 0.61 1.09 12/ 1 O.eS 1.4 0.19 55 151 130 121 117 101 94 38.6 0.83 1.11 129 1 o.aS 14 o to 60 149 129 120 115 100 93 36.6 0.65 113 1.31 1 OA5 1A a.16 100 123 95 W.8 0.99 126 1.43 ho80 1 0.85 1.8 0.16 5/78 48 No. 6 X 125• long X 0.323' HD ribbed bugle head screws 12' O.C. Into furring only 2X4 wood or 20 ga. steel framing, 3/4' thick by 3.5' IVHardl9Penel8l wide wood tuning '•9•' 16 0.15 157 142 129 121 110 100 35.4 o.70 o.a5 1.03 h950 1 0.85 14 0.11e 20 157 138 126 121 107 98 35.4 0.70 0.90 1.08 1 OAS IA 0.19 25 157 135 124 121 106 all 35.4 0.70 0.94 112 1 0.85 1.4 0.18 30 157 132 122 121 103 94 MA 0.70 0.9e 1.16 1 0.85 1.4 0.18 35 153 130 120 119 101 93 3S.4 0.73 1.01 1.12 1 0.115 14 0.18 40 150 128 119 116 100 92 3S.4 0.76 1 122 1 0.65 1.4 0.111 45 148 127 117 115 98 91 35A 0.79 1.07 125 1 0.85 1.4 0.18 50 146 125 116 113 97 90 354 0.01 1.09 127 1 O.as 74 0.1s 55 144 124 116 Ili 96 89 35.4 0.83 111 1. 29J 1 Od5 1.4 0.16IF80142123114110958935.4 0.85 1.13 1.31t o.a5 1.4 O.te 100 116 91 35.4 0.09 126 1.43 1 0.65 1.6 016 CC pE : W FLO Fesslo% RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET X443 HUNTINGTON BEACH, CA 92649 1)714-292-2602:(F)714-847-4595 PROJECT: RIO-2689-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 infoCjameshardie.eom Allowable, lJlhmate Allowable. Nominal Design Wnd, Speed, Design Wind, Speed, Vru. V..i A, 3-second gust mph) 3-second gust mph) Appbeable (a methods spedfied in 1201518C, Applicable to methods 2017 FBC) Sec4on spedficd in Eroeptans 1 609.1.1. as dstenrined by through 3 of 1201518C, 1201518C, 2017 F8q 2017 F8q Seaton Figures 1009.3(1), (2). or 1600.1.1. 3 • Mnd exposure category 1MW exposure categw Coefficients, used In Table a cakulatimn far o 1 K Product Minimum Thickness i•) N6dN in.) Fastener Type Fastener Spacing tn.) Frame Type Stud Spacing n•) Budding Height: s K) B C O B1 C O Allow Desist Load as) Ecp6 ExdiC 6w0 V" I Kr I GC. GC„ HeMxePend® 5/16 4824 No 8 X 1.25' loop X 0' long HD ribbed bugle head screws 6' O.C. Into tuning only 2X4 wood or 20 ga sled framing. 2098eel thick by 3.5' wide wood furring ,, tA 0. 15 138 125 114 107 97 88 276 0.70 003 1.03 h980 1 0.85 1.4 0.16 20 138 122 111 107 94 86 276 0.70 0.90 1.08 1 0.85 1.4 0.16 25 138 119 107 92 276 0.70 0.04 1.12 1 0.85 1.4 0.18 30 138 117 107 91 276 0.70 0.08 1.16 1 0.65 1.4 018 35 135 115 105 89 276 0.73 1.01 1.19 1 0.85 AA 0.16 40 133 113 103 86 A 0.76 1.04 122 1 0.85 4A 0.18 4s 131 112 101 87 276 0.79 1.07 125 1 0.85 1.4 0.18 50 1 122 111 100 86 276 0.61 1.09 1.27 1 0.65 4.4 0.16 5s 127 98 276 0.83 1.11 129 1 0.85 1.4 0.18 60 126 97 27.6 O.aS 1.13 1.31 1 0.65 1.4 0.18 100 276 0.99 126 1.43 hs60 1 0.85 1.0 0.18 HerdiePanel® Sn6 48 0. 090' shank X 0. 21T HD ri 1.5' hang nog shank nail Jr O.C. into tong only2X4 wood or 20 ga. steel framing, 314' Iwid by wood widewoodtuning +. 1A 16 0. 15 185 168 152 143 130 118 492 0.70 0.85 1.03 h%60 1 0.85 1.4 0.18 20 186 163 149 143 126 115 492 0.70 0.20 1.08 1 0.85 AA 0.18 25 185 159 146 143 123 113 492 070 0.04 1.12 1 0.65 14 0.18 30 185 156 143 143 121 111 492 0.70 0.08 1.16 1 0.95 14 0.18 35 181 154 142 140 119 110 492 0.73 1.01 1.19 1 0.85 14 0.18 40 177 151 140 137 117 108 42.2 0.76 1.04 122 1 0.85 14 0.18 45 174 150 138 135 116 107 491 0.79 1.07 125 1 Fes 14 01e 50 172 148 737 133 115 hail 49.2 0.81 1.09 127 t 0.05 1.4 0.16 55 170 147 136 131 114 105 49.2 r 0.183 1.11 129 1 1 OAS 1.4 0.18 60 168 1 145 135 130 113 105 49.2 GAS 1.13 1.31 1 0.85 1.4 0.16 100 139 123 115 107 95 e9 402 1 0.20 1 126 1 1.43 1 h1601 1 0.8s 1.0 0.10 1. Furring attachment to swwral /carting rnembers et abemativa (umng,wdth stud be de ogned by an eng near. 2. Building height -moon roof Might (n feat) are building, escept that cave height shall be used for root angle 9 Iota then or equal to 10' (2.12 root slope). 3. V. - uburate design wind speed. 4 V_ . nontL,al design wind speed S. Linear interpolation of building height (s 60 a) and wnd speed is permitted. 6. 1Mnd speed design assumpfions per Analytical Method in ASCE 7.10 Chapter 30 C&C PM 1 and Pan 3: K a• 1, "AS, GCi-1.4 (h960), CC. -IA (ha60), GCO-0.18. 7. Wood furring; shag be preser4s0ue treated pot AWPA. G. Wood purring shall be speetfn grn4ty of 0.42 or greater per AFPMNOS: or wood structural panel, conforming to DOC PS-1 or 00C PS-2 or APA PRP-108. LIMITATIONS OF USE: 1) In High Velocity Hurricane Zones (HVHZ) install per MiamFDade County Florida, NOA 17-0406.06 X pGAW,4 A SE„ CE E DF 11 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@jameshardie.com EVALUATION SUBJECT HardiePaneND Siding James Hardie Product Trade Names covered in this evaluation: HardiePaneldi Siding. Cempane* Siding, PrevaOTM Panel Siding EVALUATION SCOPE: ASCE 7.10 2017 Florida Building Code 2016 International Building code® RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONOUIN 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 marimum design 3-second gust wind speed to be resisted by an assembly of HardePanel (Cempanel. Prevail Panel) siding fastened to wood or metal framing with nags or screws. REFERENCE REPORTS: 1. Intertek Report 3067913 (ASTM C1186) Material properties HardiePanel Siding 2. Ramtech Laboratories Report 101270-94 (ASTM E330) Transverse Load Test, 5119' Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 16 inches on tender with a 6d common galvanized rag 3. Ramtech Laboratories Report IC-1271-94 (ASTM E330) Transverse Load Test, 5/16' Thick by 48 Inch wide HardlePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 24 inches on center with a 6d common galvanized nag 4. Ramtech Laboratories, Inc. Report 10868-97/1475 (ASTM E330) Transverse Load Test, 5/16' Thick by 48 inch wide HardiePanel Siding installed on 2X4 Group III SG=0.36 wood studs spaced at 16 inches on center with a 4d, 0.091 mch shank by 0.225 inch head diameter by 1.5 inch long rap shank nail S. Ramtech Laboratories, Report IC-1054-89 (ASTM E330) Transverse Load Test, 114' Thick by 48 inch wide HardiePanel Siding installed on 20gauge Metal studs spaced at 16 inches on center with a No 8 X 1 In. long X 0.323 in head diameter ribbed bugle head screw 6. Ramtech Laboratories, Report IC-1055-89 (ASTM E330) Transverse Load Test, 1H' Thick by 48 inch wide HardiePanel Siding installed on 20gauge Metal surds spaced at 24 inches an center with a No 8 X 1 In. long X 0.323 in head diameter ribbed bugle head screw 7. 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 1.6 in. long X 0.25 in. head diameter pin fastener 8. Ramtech Laboratories Report I10,1273-94 (ASTM E72) Racking Shear 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, 6116' Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 24 inches on center with a 6d common galvanized nail 10. Ramtech Laboratories, Inc Report 10868-97/1475 (ASTM E72) Racking Shear Test, 5/16' Thick by 48 kch wide HardiePanel Siding Installed an 2X4 Group III SG=0.36 wood studs spaced at 16 inches an center with a 4d. 0.091 inch shank by 0.225 inch head diameter by 1.5 inch long ring shank rag 11. Ramtech Laboratories Report IC-1057-89 (ASTM E72) Racking Shear Test, 5116' Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fa 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 HardlePanel 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. long X 025 in. head diameter pin fastener I OGA WWq STATE OF 10.i'kc-1-1,11011" JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 InfoQa jameshardie.00m TEST RESULTS: Table ta, Results of Transverse Load Testing RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET 0443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2686-17 Fastener Sparing fin 1 Allowable Frame Ultimate Design Thickness Width Spacing Perimeter Field Load Load' Report Number Test Agency tn.) in. Frame Type in.) Supports Supports Fastener T PS PS IC-1270-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 16 6 6 6d common 149 49.7 IC-1270-94 Rarmech 0.3125 48 2X4 wood Hem -Fir 16 4 4 6d common 236 76.7 IC-1271-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 24 6 6 6d common 94 31.3 IC-1271-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 24 4 1 4 6d common 143 47.7 10868-97/1476 Ramtech 0.3125 48 2X4 wood. SG 2 0.36 16 4 8 4d. 0.091 in. shank X 0.225 in. 90 30 0 HD X 1.5 in. long ring shank nag Min. No. 20 gauge X 3.625 in. X Min. No 8 X 1 in. long X 0.323 in IC-1054.89 Ramtech 0.25 46 1.375 in metal stud 16 6 6 head diameter ribbed bugle 169.9 56.6 head screw Min. No. 20 gauge X 3.625 in. X Min. No 8 X 1 iL long X 0.323 in IC-1055.89 Ramtech 0.25 48 1.375 in metal stud 24 6 6 head diameter ribbed bugle 91.9 30.6 head screw Min. No. 20 gauge X 3.625 in. X ET&F 0.100 in. knurled shank X 11149-99/1554d Ramtech 0.3125 48 1.375 in metal stud 16 4 8 1.5 In. long X 0.25 in, head 170 56.7 diameter pin fastener Min. No. 20 gauge X 3.625 In. X ET&F 0.100 in. knurled shank X 11 t 49 98/1554d Ramtech 0.3125 48 1.375 In metal stud 24 4 8 1.5 in. long X 0.25 in. heed 101 33.7 diameter pin fastener 1. Allowable Load is the Ultimate Load divided by a Factor of safety of 3. 2. HardieParel Siding complies with ASTM C 1186, Standard Specificetion for Grade 1l, Type A Nor"sbestos Fiber-Cemeel Flat Sheets Table 1 It. Shear Values Allowable Loads In Pounds Per Lineal Foot for Panel Shear Wells'• r Fastener Spacing r._1 Frame Ultimate Allowable Thickness Width Sparing Perimeter Field Load Load Report Number Test Ag . in.) in.) Frame Type in.) Supports Supports Fastener T p 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 10868.97/1475 Ramtech0.3126 48 2X4 wood. SG 2'0.36 16 4 g 4d, 0.091 m. shank X 0.225 ot. 595.4 198.5HDX1.5 in. to ringshank hag Min. No. 20 gauge X 3.625 in. X Min. No 8 X 1 in, long X 0.323 in IC-1057-89 Ramtech 0.25 48 16 3 24 6 6 head diameter fibbed bugle 990.0 123.8 1.375 in metal stud head screw ET&F 0.100 in. knurled shank X 11284-99/15W Ramtech 0.3125 48 Min. No. 20 gauge X 3.625 in. X 16 4 8 1.5 !rL long X 0.25 In. head 1227.0 153.4 1.375 hit metal stud diameter pin fastener ET&F 0.100 in. knurled shank X 11284-99/1580 Ramtech 0.3125 48 Min. No. 20 gauge X 3.625 in. X 24 4 8 1.5 at long X 0.25 in. head 1060.0 132.51,375 tin metal stud diameter pin fastener 1. All board edges shag be supported by framing. Panels shag be applied with the long dimension either parallel or perpendicular to studs. 2. The moamum height-to4ength ratio for construction In this Table is 2: 1. , f 000 r / I3. In the steel framed assemblies the allowable load is based on the average load at 1/8 inch net deflection. Q . GA 414 = cF, F OR10P .• sS/oNA 4-'l7 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. 1-888-642-7343 infoQameshardie.corn DESIGN WIND LOAD PROCEDURES: Fiber -cement siding transverse load capacity (%*W load capacity) is determined via compliance testing to transverse bad 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. Since the allowable design bad is based on factor of safety of 3. allowable design loads on fiber -cement siding correlate directly to required design pressures for Allowable Stress Design, and therefore should be used with combination loading equations for Allowable Stress Design (ASO). By using the combination loading equations for Allovable Stress Design (ASO), the tested allowable design bads for fiber -cement siding am aligned with the wind speed requirements in ASCE 7- 10 Figure 26.5-1 A, Figure 26.5 1 B. and Figure 26.5.1 C. For this analysis, to calculate the pressures in Tables 3. 4, and 5, the load combination win be in accordance with ASCE 7-10 Section 2.4 combining nominal loads using allowable stmss 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 -V,-V7 Equation 2, W ASCE 7.10 equation 30.3.1) q, , velocity pressure at height z K, , velocity pressure exposure eoefficent evaluated at height z Ka , topographic factor K, , wind directionality factor V , basic vsnd speed (3-second gust MPH) as determined from (2015 IBC, 2017 FBC] Figures 1609.3(1), (2), or (3); ASCE 7-10 Figures 26.5.1A, S. or C V=V,. (ref. 2015 IBC 6 2017 FBC Section 1602.1 definitions/ Vo , ultimate design wind speeds (3-second gust MPH) determined from 12015 IBC, 2017 FBC] Figures 1609.3(1), (2). or (3); ASCE 7-10 Figures 26.5.1A, B. or C Equation 3, p,%•(GC.-GCe) (ref ASCE 7-10 equation 30.6-1) GC, , product of external pressure coefficient and gust -effect factor GCO , product of internal pressure cwetBdem and gust -effect factor p . design pressure (PSF) for siding (allowable desgn load for siding) To determine design pressure, substitute q, info Equation 3, Equation 4, p=0.00256 1e,,'K.•V,.=•(GC.-GC,u) Allowable Stress Design, ASCE 7-10 Section 2.4.1, load combination 7 Equation 5, 0.60 + 0.6W (ref. ASCE 7.10 section 2.4 1, bad Combination 7) 0 ,dead load W , wind load To determine the 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'[p] Equation 7, p., - 0.6110.00256'K,•t(a'K.-V,.2•(GC, GCj] Equation 7 is used to populate Table 3, 4, and S. To determine the allowable ultimate basic wind speed for Hardie Sidaq in Table 6, solve Equation 7 for V,,, Equation 0, V. = (p.M.6'0.00256•K,'Kn9C.'(GC,-GCP))as Applicable to methods specified in Exceptions 1 through 3 of 12015 IBC, 2017 FBC/ Section 1609.1.1., to determine the allowable nominal design wind speed (Vasd) for Harder Siding in Table 6, apply the conversion formula below, Equation 9, V. - V. • (0.6)as (ref 20151BC 6 2017 FBC Section 1609.3.1) V., , Nominal design wind speed (3-second gust mph) Table 2• Coefficients and Constants -used in Detetlnining V and p, K, Wall Zone 5 Height (it) Exp B Exp C Exp 0 Ka Kd GC, GC 0-15 0.7 0.85 1.03 h!;W 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 0.16 40 0.76 1.04 1.22 1 0.85 1.4 0.18 45 0.785 1.065 1.245 1 0.85 1.4 0.18 5o 0.81 1.09 1.27 1 0.65 1.4 0.18 55 0.83 1.11 1.29 1 0.85 1.4 018 60 0.85 1.13 1.31 1 0.95 1.4 0.18 100 0.99 126 1.43 1 h>60 1 0.85 1.8 0.18 mf. 2015 ISC 6 2017 FBC SacYio'r` 14 OGAWA V , rw• ; STN F : RONALD 1. 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@jameshardie.com Table 3, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category 8, Wind Speed 3-secondoust) 100 105 110 115 120 130 140 150 160 170 180 190 1 200 210 Height (11) B B B B B B B B B B B B 8 B 0.15 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 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 57.8 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 25.4 29.5 33.9 38.6 43.5 48.8 54.4 60.2 66.4 40 15.7 17.3 19.0 20.7 22.6 26.5 30.7 35.3 40.1 46.3 50.8 56.6 62.7 69.1 45 16.2 1 17.9 1 -19.6 21.4 23.3 27.4 1 -31.7 36.4 41.5 46.8 52.5 58.5 64.8 71.4 50 16.7 18.4 20.2 22.1 24.1 28.2 32.7 37.6 42.8 48.3 541 60.3 66.8 73.7 55 17.1 18.9 20.7 22.6 24.7 28.9 33.6 38.5 43.8 49.5 55.5 61.8 68.5 75.5 0 1 2 . 9. 11-102.410025.6 28.2 31.0 33.8 36.9 43.3 50.2 57.6 65.5 74.0 82.9 92.4 1129 Table 4, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category C. Wind Speed 3-secondoust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height ( it) C C C C C C C C C C C C C C 0. 15 17.5 19.3 21.2 23.2 25.2 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 77.3 20 18.6 20.5 22.5 24.6 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 81.9 25 A9.4 21.4 23.5 25.6 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 85.5 30 20.2 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 0.3 54.9 62.0 69.5 77.4 85.8 1.6 45 22.0 24.2 26.6 29.1 31.6 37.1 43.1 49.4 56.2 63.5 71.2 79.3 87.9 96.9 50 22.5 24.8 27.2 29.7 32.4 38.0 4/.1 50.6 57.6 65.0 72.9 81.2 89.9 99.2 55 22.9 25.2 27.7 30.3 33.0 38.7 44.9 51.5 58.6 66.2 74.2 82.7 9t.6 101.0 60 4 1 93.2 0 . 100 32.6 35.9 39.4 43A 46.9 55.0 63.8 73.3 83A 94.1 t05.5 117.6 130.3 143.6 Table S. Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category 0, Wmd Speed 3-secondgust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Hew ht(R) D D D D D 0 0 0 0 D 0 D 0 D 0- 15 21.2 23 4 25.7 28.1 30.6 35.9 41.6 47.8 54.4 61.4 68.8 76.7 85.0 93.7 20 22.3 24.6 27.0 29.5 32.1 37.7 43.7 50.1 57.0 64.4 72.2 BOA 89.1 98.2 25 23.1 25.5 28.0 30.6 33.3 39.0 4S.3 52.0 59.1 66.8 74.9 83.4 92.4 101.9 30 23.9 26 4 29.0 31.6 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 105.5 35 24.5 27.1 29.7 32.5 35.3 41.5 48.1 55.2 62.8 70.9 79.5 88.6 98.2 108.3 40 25.2 27.7 30.5 33.3 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 111.0 45 25.7 28.3 31.1 34.0 37.0 43.4 50.3 57.8 65.7 742 83.2 92.7 102.7 113.3 50 26.2 28.9 31.7 34.6 37.7 4.3 51.3 58.9 67.1 75.7 84.9 94.6 104.8 115.5 55 26.6 29.3 322 352 38.3 45.0 52.2 59.9 68.1 76.9 86.2 96.1 106 4 117.4 50 9 . 100 37.0 1 -40.8 44.7 8.9 53.2 62.5 1 -72.5 83.2 94.6 105.8 1 A 19.8 133.4 147.9 163.0 Tables 3, 4, and 5 are based on ASCE 7-10 and consistent with the 2015ISC, 20151RC and the 2017 Florida Building Code 4F^" St6J 9. RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET f1443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-8474595 FAX PROJECT. RIO.2686-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 GAWqnfo@jameshardie.eom Table 6, Allowable Wind Speed (mph) for HardiePanel Siding (Analytical Method in ASCE 7-10 Chapter 30 C&C Pan 1 and Part 3) r (4 21 201518C, 2017 FBC 2015/8C, 2017 FBC T 1- r QF ; w , Al O •• FLQ n, F S •' ....... • • - 1 tl`r \/ AA - Coefficients used In Table 6 Calculations for V. Allowable, Ultimate Design Wind, Speed. 3-second gust mph) Allowable, Nominal Design cons Speed. 3-second gust mph) Applicable to methods spa 17 F m I Section Figures assdelemmad by Figures 1609.3(1).(2). or 3). Applicable to methods specified m Exceptions 1 2ium3 of (201161m t809.1.1. Wind eltpostre Category Wild exposure Cat!j0fj Sidaug K Product Thickness inches) Width es) Fastener Type Fastener Spacing Frame Type stud Spacing inches) Building HetgMs t feet) B C 0 B C D Allowable sign lied lPBF) E>m B E» C Ent 0 Ka Y. GC. GC, HardlePene* 5/16 48 00 men 6 2X4 wood Hem -Fir 16 0.15 186 168 153 144 130 118 49.7 0.7 OAS 1.03 tti60 1 1.85 1.4 0.18 20 186 164 149 144 127 116 49.7 0.7 0.9 1.03 1 0.85 14 0.18 25 186 160 147 144 124 114 49.7 0.7 0.94 1.12 t 0.e5 74 o5a 30 186 157 144 144 121 112 49.7 0.7 0.98 116 1 0.85 14 0.18 35 182 154 1 142 141 120 110 49.7 0.73 1.01 1.19 1 0.85 1.4 018 40 178 152 141 138 lie 109 49.7 0.78 1.04 1.22 1 0.85 1.4 0.18 45 175 150 139 136 117 108 49.7 0785 1.085 1245 1 OAS 14 018 50 172 149 138 134 115 107 49.7 0.81 1 1.09 127 1 5.tiS 14 o5e 55 170 147 137 132 114 106 49.7 0.83 1.11 1.29 1 0.85 14 0.18 60 16e 146 136 130 113 105 49.7 0.95 1.13 31 1 0.e5 t.4 0.1a 100 139 124 116 108 96 90 19.7 0.99 126 1.43 h+60 1 005 1.8 0.18 HeMlaPanel® 5/18 48 cormnon4 2X4 wood Henn - Fir 16 0. 15 233 212 192 181 164 149 78.7 0.7 0.85 103 h900 1 0.95 1.4 0.18 20 233 206 188 181 159 146 78.7 0.7 0.9 108 1 0.65 1.4 0.16 25 233 201 195 lei 156 143 78.7 07 0.94 1.12 1 O.eS 74 die 30 233 197 181 181 153 140 70.7 0.7 0.98 1.16 1 0.8.51.4 018 35 229 194 179 177 151 139 78.7 0.73 1.01 L19 1 0.e5 1.4 0.18 40 224 192 177 174 148 137 78.7 0.76 1.04 1.22 1 0.85 1.4 018 45 220 189 175 171 147 136 78.7 0.785 1.085 1245 1 0.115 1.4 ale 50 217 187 173 168 145 134 78.7 0.81 1.09 1.27 1 0.85 1.4 018 55 214 185 172 166 144 133 78.7 0A LH L29 1 OAS 1.4 0.1e 60 212 184 171 164 42 132 78.7 0 e5 1.13 1.31 1 0.85 1 4 0.18 100 175 155 146 136 120 113 7e.7 0.99 128 1 1.43 ha60 1 0.85 1.8 0.18 HardiePanel® 5/18 48 common 6 2X4 wood Hern- Fir 24 0- 15 147 134 121 114 103 94 31.3 0.7 0.85 1 1.03 h960 1 0.85 1.4 0.18 20 147 130 119 114 101 92 31.3 0.7 0.9 1.08 1 0.85 1.4 0.18 25 147 127 116 114 98 90 31.3 0.7 0.94 1.12 1 0.85 1.4 0.18 30 147 124 114 114 96 89 31.3 0.7 0.08 116 1 0.85 71.4 0.18 35 144 123 113 112 95 87 31.3 0.73 IT 1.19 1 0.85 14 0.18 40 141 121 112 109 94 86 31.3 0.76 1.D4 122 1 0.e5 1.4 0.18 45 139 119 110 108 92 86 31.3 0.786 1.066 1245 1 O.eS 14 0.18 50 137 118 106 91 31.3 0.81 1.09 127 1 0.85 14 0.18 55 135 117 105 91 31.3 0.83 1.11 129 1 TIES 14 0.18 60 1 134 116 103 90 31.3 OAS 1.13 1.31 I OAS 1.4 0.18 100 1 111 86 031.3 0.99 125 1.43 ha60 110.851 1.0 0.18 HanliePene 5l16 48 corn tan 4 2X4 wood Hem - Fir 24 0. 15 182 165 150 141 128 116 47.7 07 0.95 1.03 rs60 1 0.85 1.4 0.18 20 182 160 146 141 124 113 47.7 0.7 0.9 1.08 1 0.85 IA 0.18 25 182 157 144 141 121 111 47.7 0.7 0.94 112 1 0.85 1.4 0.18 30 182 154 141 141 119 109 47.7 0.7 0.98 1.16 1 0 e5 1.4 0.18 35 178 151 139 138 117 108 47.7 0.73 1.01 1.19 1 0.05 1.4N' 0.18 40 174 149 138 135 116 107 47.7 0.76 1.04 122 1 OAS 14 45 172 147 136 133 114 106 47.7 0.765 1.065 1245 1 0.85 1.4 50 169 146 135 131 113 105 47.7 0.81 1.Ofi L27 1 0.85 1.4 35 167 144 134 129 112 104 47.7 0.e3 1.11 129 1 085 1.4 60 165 143 133 128 111 103 47.7 0.e5 1.13 1.]1 1 0.e5 1.4 1fX1 137 121 114 106 94 Be tl,7 0.99 128 1.43 11a80 t 0.85 Le HardiePanel® 5116 48 4d, 0.091 in. shank X 0. 225 in. HX tin in, longringgnail50shank 4edge 8 field 2X4 wood SGkO. 36 16 0. 15 144 131 119 112 101 92 30.0 0.7 0.85 1.03 h380 1 0.85 14 20 1" 127 116 112 98 90 30.0 0.7 0.0 1.08 1 O.eS 14 0.18 25 144 124 114 112 96 88 30.0 07 0.94 1.12 1 0.95 74 Eta 30 144 122 112 112 94 87 30.0 0.7 0.98 1.16 1 Oa5 1.4 0.18 35 141 120 111 109 93 86 30.0 0.73 1.01 1.19 1 0.85 1.4 0.18 40 138 118 107 92 30.0 0.76 1.04 1.22 1 O.eS 1.4 0.18 45 136 117 106 91 30.0 0.785 1.066 1.245 1 O.eS 1.4 0.18 134 116 104 89 30.0 O.ei 1.oe 1.27 1 0.65 1.4 0.18 55 1 132 114 103 89 30.0 O.e3 1.11 1.29 1 0.11 1.4 0.111 60 131 113 107 88 0 0.e5 1.13 1.]1 1 O.eS 1.4 OAS 100 30. 0 0.99 1.20 1.43 fV80 1 0.8.5 1.6 0.18 RONALD 1. OGAWA ASSOCIATES. INC. 16835 ALGONQUIN STREET 8443 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@jamesherdne.cum 2015/BC, 2017 FBC 2015 IBC, 2017 FBC Allowable, Ultimate Allowable, Nominal Design Wind, Speed, Design Wind, Speed, l4 ss 3-second gust mph) 3•seoond gust mph) Applicable to methods Applicable to mnatods spewed in (201518C, spea6ad in Exceptions 1 2017 FBC) Section through 3 of 12016IBC, 1608.1.1. as determined by 2017 FBC) Section Fares 1609.3(1).(2), or 1609.1.1. 3)• Coaffiaiords usod in Table 6 calculations for V,a Wind exposure category Wind a sure category SidvtgProductK AOowabla Product Thk*n ss Width Fastener Spacing B C 0 B C D Designd incites) ichs) TYPe SD ener TYPe inches) 25 PSF) Grp B Exo C F 0 K. K,, GC. GC„ 198 180 163 153 139 126 566 0.7 0.85 1.03 hs60 1 0.85 1.4 0.18 Min, No 8 X 198 175 159 153 135 123 58.6 0.7 0.0 1.08 t 0851 IA 0.18 198 171 157 153 132 121 586 0.7 0.04 1.12 1 0.85 1.4 0.18 t in. long X Min, No. 198 167 154 153 130 11e 56.6 0.7 0.99 1.16 1 0.85 1 4 0.180.323 in 20 ga. 35 194 165 152 150 128 lie 56.6 0.73 Lot 1.19 1 0.85 1.4 0.1833millX 40 190 162 750 147 126 118 588 0.76 t.04 t.22 1 as t.4 0.18HardiePartelt91/4 48 diemedter 6 3.625 in 16 45 187 161 148 145 124 115 56.6 0.785 1.085 1245 1 O e5 1.4 0.18ribbed X 1.375 50 184 159 147 143 123 114 56.8 0.81 1.09 1.27 1 0.85 1.4 0.10bugleheadinmetal 55 182 157 146 141 122 113 se.e 0.83 1.11 1.29 t 0.851-1.41 0.18 screw" stud 60 180 156 145 139 121 112 566 OAS 1.13 1.31 1 095 1 41 O.te 100 149 132 124 115 102 88 54k6 0.99 126 1.43 t1-66 t O.IS 1.0 0.18 0.15 146 132 120 113 102 93 30.6 07 o.a5 1.03 hsSO 1 0.05 1.4 0.19 Mtn, No 8 X 20 146 128 117 113 99 91 30.6 0.7 0.9 1.08 1 0.95 1.4 0.18 25 146 126 115 113 97 89 30.6 0.7 0.94 1.12 t 0e5 1.4 0.1e 1 In, long X Min. No. 30 146 123 113 113 95 88 30.8 0.98 1.16 1 0 a5 1.4 0.18 0.323In 20 ga. 35 143 121 112 110 94 86 308 1.01 1.19 t OAS 1A 0.1e33mg) X 40 140 119 110 108 93 85 30.8 1.04 1.22 1 0.85 1.4 meHardiePenel® 1/4 48 diameter 6 3.625 in. 24 45 137 lie 106 91 30.8 rO.785 1.055 1245 1 0.85 1.4 OleribbedX1.375 50 135 117 105 90 30.0 1.09 127 1 0.85 14 0.18bugleheadinmetal 55 134 116 104 90 30.6 1.i1 1.29 1 0.95 1.4 0.16scewt stud 60 132 115 102 89 30.8 1.13 1.31 t OAS 1.4 0.1E 100 30.6 US 1.43 h-80 1 O.as i.e O to ET&F 0.15 198 180 163 153 139 127 58.7 07 065 103 M60 1 0.85 1.4 0.18 20 198 175 160 153 135 124 56.7 07 0.9 1.08 1 0.85 1.4 0.18 0.100 in. 25 198 171 157 153 132 121 56.7 0.7 0.94 1.12 1 OAS 1.4 0.18 knurled Min. No. 30 Ise 167 154 153 130 119 56.7 OD 0.96 1.16 1 OAS 1.4 0.18 shank X 20 ga. 35 194 165 152 150 128 118 56.7 0.73 1.01 119 1 065 1 4 0.191.5 in, long 4 edge 33 mill X 40 190 163 150 147 126 116 56.7 0.76 1.04 1.22 1 0.85 14 018HardiaPenel® 5116 48 X in. 8 field 3.625 in. 16 45 187 161 149 145 124 115 56.7 0.7e5 1.065 1.245 1 0.95 1.4 0.18headheadX1.375 50 184 159 147 143 123 114 58.7 081 1.09 1.27 1 0.85 1.4 0.18diameterinmetal 55 157 146 141 122 113 56.7 0.83 1.11 1.29 1 0.85 14 Olestud pm fastener" 60 156 145 139 121 112 58.7 085 1.13 1.31 1 OAS 1.4 018 100 132 124 115 102 96 58.7 0.99 t26 t.43 tveo 1 0.e5 1.e 0.1e ETBF 0-15 K15-0 139 126 lie 107 98 33.7 0.7 0.95 1.03 hse0 1 0.65 1.4 0.18 20 135 123 tie 104 95 33.7 07 0.2 1.0e t 0.85 1.4 0.10 0.100 in. 25 132 121 118 102 94 33.7 0.7 0.94 1.12 1 0.85 1.4 0.18 knurled Min. No. 30 129 119 lie 100 92 33.7 0.7 0.9e 1.18 1 0.85 1.4 o5eshank20go. 35 127 117 116 99 91 33 7 0.73 1.01 1.19 1 0.85 1.4 0 181.5 in. long 4 edge 33 mil) X 40 147 125 116 114 97 90 33.7 0.76 1.04 122 1 OAS 1.4 0.18HerdiePanel® 6116 48 X in. 8 fiend 3.625 in. 24 45 144 124 115 112 96 89 33.7 0.785 1.065 1 245 1 0.85 1 0.18headhead X 1.375 50 142 122 113 110 95 88 33.7 0.81 1.09 1.27 1 OAS 1.4 0.18diameterInmetal 55 140 121 113 109 94 87 33.7 0.1 L11 1.29 1 0.05 1.4 0.18 Pin stud 60 139 120 112 107 93• 87 337 O.aS 1,13 1.31 1 1 OAS I AA 0.18fastenerz 100 115 89 337 0.99 1 128 101441 1 10.851 1 a el in I. Screws snao penetrate the metal wammg at least uvee run uaeaas. 2. Knurled shank pins shall penetrate One metal framing at least 114 inch. 3. Building height = mean roof height (in feet) of a building, except that eave height shall be used for roof angle O less then or equal to 10• (2-12 roof A. V. = ulamate'design wind speed S. Va = nominal design wind speed 6. Linear interpolation of building height Is 60 0) and vend speed is permitted. 7. Wind speed design assumptions per Analytical Method In ASCE 7-10 Chapter 30 Ca,C Pan 1 end Pan 3: Kr=1, Kp0.85, GC.-1.4 (hs60), GC,, `l LIMITATIONS OF USE: 1) Fastener pulloul must be evaluated when Installed a spades of wood studs other than that which was tested. 2) In High Velocity Hurricane Zones (HVHZ) install per Miami -Dade County Florida, NOA 17-0406.06 0GAK/4 r C T "7; Florida Building Code Online Page 1 of 2 orida Approvalrs-USER: Public Use a Product Aoorwal Menu > Product or Aoollcaoon Search > Application 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 Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL12194-R6 Revision 2A.17 Approved Aluminum Coils, Inc. 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Gareth Rahman grahman@aluminumcoilsinc.com Paul Frost 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.com Panel Walls Soffits Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer IJ Evaluation Report - Hardcopy Received Zachary R. Priest PE-74021 PRI Construction Materials Technologies, LLC 06/19/2020 Locke Bowden E Validation Checklist - Hardcopy Received fl 12 94 R6 COI ALC15001.3 2017 FBC Evaluation Report 04 T4 Soffits final.odf Referenced Standard and Year (of Standard) Standard AAMA 1402 Equivalence of Product Standards Certified By Sections from the Code Year 2009 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 HVH2: No FL12194 R6 II ALC15001.3 2017 FBC Evaluation Reoort 94 T4 Soffits final.odfApprovedforuseoutsideHVH2: 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 Back Nest Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone- 8S0.497-M The State of Florida is an AA/EEO employer. Coovnaht 2007-2013 SLte or Flonda.:: PrtvaN Statement :: Areessibillty Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a public -records request do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.139E 'Pursuant to Section 455.275(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 4E5, F.S. must provide the Department with an email address It they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made avallable Do the public. To determine If you are a licensee under Chapter 455, F.S., please click here Product Approval Accepts: 1 Mg Cea Q Cfe&'.C2fd. Safe https://www. floridabuilding. orglprlpr_app_dtl. aspx?param=wGEVXQwtDquk24AUC%2fE... 2/ 1 /2018 Certificate of Authorization No. 29824 CREEK 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 In& Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. ALC15001.3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Flonda product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEKALUMINUM COILS, INC j Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" 04 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit F,anels provided in 16- inch sections The reported net free ventilation areas are 22.3 in /Iln.ft for the 'full vent' configuration and 11.1 in2/lin ft and for the 'center vent' configuration. See Appendix D for dimension drawings. zzz WCENTER VENT 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. 12- FULL VENT 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, 6t' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. tturu ii 1,Q"••'.C E NSF' No 74021 0 'STATE OF :W ONA;. •%` t` e.. CERTIFICATION OF INDEPENDENCE 2017.09.01 10-:06:18 4+wM•r wr wa 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A — Approved Systems (8 pages); 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.3 FL12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12' T4 Soffit —12-inch o.c. Fastener Fastener Location Location 1 11 b. 12' T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 11 Location Location 11 Location c. 16' 04 Soffit —16-inch o.c. Fastener Fastener Location Loc lion ALC15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for Slate of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" Q4 Soffit — 8-inch o.c. Fastener Location I r- Fastener Fastener Location l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel ' 16J4 Approved Systems for 16-inch Overhang with J-Channel 24F4 Approved Systems for 24-inch Overhang with F-Channel 24J # Approved Systems for 24-inch Overhang with J-Channel AppL-ndix A Approved Systems for 12-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 Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 3/16- 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16 inch inch head dia. trim nail 340.0 24-inch o.c. o.c. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 1/4-inch 48 12F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 spaced 24-inch o.c. and securing each panel lap inch o.c. One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-3 Max. Masonry One (1) 14 ga. 5/8-inch long.T nail Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 8-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. ALC15001.3 FL12194-R6 . Page 2 of 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, installalion, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel J Wall Connection Eave Connection System Panel MDP No. Width psi Substrate F-Channel Attachment Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond tong x 3/8-inch head diameter Wood 1/4-inch crown staple 0.072-inch dia. x min. 1/4-inch t48 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 Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- 53.3 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.cand securing each finishing nail with min. 3/16- i53.3 spaced 16-inch o.c. panel lap inch head spaced 12- inch o.c. Max. One ( 1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long x 0.072 inch dia. x min. 16F- 3 16- inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch head dia. trim nail 25. 6 inch o.c. • O.C.3/ 16-inch spaced 36-inch o.c. Max. Three ( 3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One ( 1) min. 1 3/4-inch long x 0.072-inch dia. x min. 1/4- 27 16F- 4 16- inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 24-inch o.c. spaced 48-inch o.c. 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 nolity CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- 43.3 16 inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. Three (3) 18 ga.1/4-inch crown x 1- One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F-6 Max. 16-inch Wood inch leg staples in diamond pattern Wood 1-inch leg staple spaced 4-inch o.c. and securing each panel finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. lap inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width 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 23.6 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 spaced 24-inch o.c. nail spaced 48-inch o.c. ALC15001. 3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Apoendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psi) 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 ratter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 801-90 diamond pattern inch x 7d 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 801 24F-2 12-inch Wood smooth shank rafter with one Wood leg staple spaced 8- nail with min. firing76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3(16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-3 12-inch Masonry inch long T nail rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced inch ring,shank x 0.0724nch 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 Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psi) Substrate F-Channel... Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- Ohe (1) min. 1.75-inch x Max. inch crown x 1-inch railer with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24FA 16-inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One (1) min. 1.75-inch each panel lap 16-inch o.c. 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 6 of 8 This evaluation report is provided 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 Apot-ndix 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 Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 16-inch 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 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 J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail slraighl-nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 16 ga.'/.- One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch 1) min. 2:25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. t60 inch x 7d ring pattern spaced 16- ace min. 2.25-inch x 7d One (1) min. 1.75- 8-inch o.c. 3/16-inch head spaced ailhanknailshank inch ring shank nails toe- inch x 0.072-inch 12-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- belween rafters with inch crown x 14nch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each SYP Three (3) 18 nail straight -nailed female lock or One (ga.' cnanchchoredtoga.1/4-inch crown through the railer spaced 16-inch o.c. inch croo wnn x 1-inch One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten two x 7d2.25-inch x 7 lap Wood 8-inch o.c. and finishing nail with min. 3/16-inch head spaced 353.3 inch x 7d ringmin. pattern spaced 16- ringng shank nails toe- One (1) min. 1.75- securingineach 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 batlen at diameter finishing each balteNrafter 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 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. CREED{ 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 Min. D/B• bend din. nail with min. IM' engagament(for !,rood'substratel or min. 0.097• Gila. T-nail or stut, nail with m1n. S/8" engagamentffor concret.a of block 9ub,trate,, spaced es notaq above. ASCIA SLIP BOARD FASCIA TRIM 12F-1 & `- SOFFIT (OVERHANG WIDTH VARIES) 12F-3\—"F" CHANNEL Wood, conc- or Block- H FASCIA LIP 1 /4" STAPLE -SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. L-PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 1 of 12 This evaluation report is provided for 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. 0 CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail SOFFIT STAPLE OPEN RAFTER 3/4• x 1/4• ' ' DIAMOND PATTERN LCROWNSTAPLESitDETAI USING A DIAMOND 1 -- urus PATTERN FACIA BOARD FASCIA CAP 12F-2 3/4• X 1/4• CROWN FACIA BOARD 8. 1-3/4• TRIM NAILr.-r STAPLE ON CENTER 1-3/4• TRIM NAIL PAINTED S.S. CHANNEL CAN BE PAINTED S.S. 48" FASCIA CAPINSTALLEDWITHTHEOC. NAILING FLANGE UP OR 3/4• X 1/4• DOWN CROWN STAPLE SOFFIT- max. 12=1nuh span WOOD SOFFIT SUBSTRATE SOFFIT &FASCIA DETAIL ALC15001.3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail • 12J-1 OPEN RAFTER 3/4- X 1/4- CROWN STAPLE '24- ON CENTER USING A DIAMOND PATTERN u I J—CHANNEL 1-3/4- TRIM NAZI screwed to soffit PAINTED S.S. 48" with onetl) " x 1/2- x 3/8-' head O.C. diameter ocrew, 161 d.c. SOFFIT —max. 12-inch span WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B 1 3/0' KIWM , SOFFIT STAPLE L DIAMOND PATTFRN DETAIL I FACIA BOARD 0' ¢rrE01 sIaPLES i 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 D ETAI L ALC15001.3 FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I' 1RIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFfIi rej' CROWN STAPLE OPEN RAFTER FASCIA BOARD II DA S/B' 1•N!E 16F-1 SOFFIT & FASCIA 16F-5 OETAIL FASCIA CAP; REFER To SOFFIT t FASCIA DETAIL F' CHANNEL SOFFITi MAX. 16' SPAN MASONRY SUBSTRATE ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for Slate of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail . 16F-3 Min. 3/B• head dia, nail. with min. 115" engagement (for wo0a.suhsttaLe) pr' min. 0.097" dia. T-nail or stub nai.l with min. 5/a" engagemanL(for concrete or'block substrate), Aparod As'noted Above, ASCIA SLIP BOARD FASCIA TRIM , SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL Wooxi., Conc—P. or Block. W FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. L-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 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 n°, SOFFIT STAPLE OPEN RAFTER DIAMOND PATTERN 3/4• X 1 4• It I -,,D AI LCROWNSTAPLES USING A DIAMOND re- ecrvta sart[a PATTERN FACIA BOARD FASCIA CAP 16F-4 3/4' X 1/4' CROWN FACIA BOARD 8' 1-3/4' TRIM NAIL STAPLE ON CENTER 1-3/4- TRIM NAIL PAINTED S.S. CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAPINSTALLEDWITHTHEINSTALLEDOCNAILINGFLANGEUPOR3/4' X 1/4' DOWN CROWN STAPLE SOFFIT— max. 16-inch span WOOD SOFFIT - SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 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 MH NAIL FASCIA BOARD PAINTED S.S. FASCIA [AP SOFFIT 1*4- CROWN STAPLE OPEN RAFTER FASCIA BOARD I-rl- CROWN STAPLES SOFFIT &FASCIA USING A DIAMOND 16F-2 8, PATTERN: REFER TO DETAIL SOFFI7 STAPLE 16F-6 DIAMOND PATTERN / DETAIL FASCIA CAP; REFER / \ 10 SOFFIT i FASCIA DETAR. F' CHANNEL--, I I SOFFIT: MAX. 16' 3,6'1 SPAN WOOD-,-,, SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 16J-1 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. SOFFIT —max. 16-inch span ALUMINUM COILS, INC Soffits Appendix B SOFFIT STAPLE DIAMOND PATTERN FACIA BOARD 1` J L 3/6•. KT„m„) DETAIL STAMC$ / FASCIA CAP 3/4" X 1/4' CROWN FACIA BOARD STAPLE "B" ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. FASCIA CAP 3/4' X 1/4' CROWN STAPLE SOFFIT SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for Slate of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t' TRW NAIL FASCIA BOARD PAINTED S.S. 1*4- CROWN FASCIA CAPtiSTAPLESSOffli USING A DIAMOND PATTERN; REFER TO 1-at- CROWN STAPLE SOffiT STAPLE DIAMOND PATTERN DEIAII E 1 t- TRIM NAIL FASCIA BOARD PANTED S.S. SOFFIT & FASCIA DETAIL 24F-1 & 24F4 1-4- CROWN STAPLE ^_ FASCIA CAP; REFER TO SOFFIT t FASCIA DETAIL Nominal SYP j Batten Anchored to SOFFIT; MAX, IL' F-ENAIINEL Rallers with one id Ring Shank Nail at ever, Railer 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, installption, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I I' TRW NAIL FASCIA BOARD PAYITfD S.S. 1-I' SMOOTH SHANK FASCIA CAP ROOF NAILS SOFFlT 1-4' CROWN STAPLE 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24 F-5 I'r1' CROWN STAPLE FASCIA CAP; REFER 10 SOFFIT & FASCIA DETAIL Nomioat 1'it' SYP Batten Ant iored to SOFFIT; MAX. 14' F-CHANNEL Rafters with one ld Ring Shank NaB at every RiflerWOODSUBSIRAIE ALC15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for Slate of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I TRO1 NAIL FASCIA BOARD PAINTED S.S. 166A i' T-NAILS FASCIA CAP SOFFIT 1'4' CROWN STAPLE 1 I' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-3 & 24F-6 1'' CROWN STAPLE FASCIA CAP, REFER 10 SOFFIT A FASCIA DETAIL I,aoinal 1'a2' SYP Be11en Anchored to SOFFIT; MAX. 2l' fdNAHNCI Rafters vilh an* 7d Ring Shank Nall at avert Rafter MASONRY ALC15001.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I I- IRIM NAIL . FASCIA BOARD PAINTED S.S. I'al- (ROWN FASCIA (AP STAPLES SOFFITUS146ADIAMOIID PATTERN; REFER TO ANIILEVIRED 1'ej' CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN DETAIL FASCIA BOARD SOFFIT & FASCIA I t' IRIM NAIL PAINTED S.s. DETAIL 24J-1 & I'rl' CROWN STAPLE. 24J-2 S TOSOFFIT I FASCIA OETAR, Nor nal 1' k 2' SYP battens scabbed between ranee and SOFFIT; MAX: 24' 3/8'` 1-[ HAN4El secured wllh one (1) 7d ring I shanknabstralghl•natled through the rafter into the and WOOD SUBSTRATE of Ihs barren or Iwo 12) Id ring spank nahb tc*naaed an either Me oh The bottern at the baTTenrrafter Iniariection SOFFIT STAPLE DIAMOND PATTERN ALC15001. 3 FL12194-R6 Page 12 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 DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, 11, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 604 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 34 ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout 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?Fgigri!Y-Vij6diPjr669uf69', SoffiIg.dKEip6s6r0, Buildlng* 53 tiq f Bagi Wii6d,SIJ66d'Wn**h,, P u ry 3. p oo ApIM* N nt 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 30 116.9 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 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 1 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 1 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001.3 FI-12194-116 Page 2 of 4 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C ind A.- y e c 0A?= it % iBbsid.Vfticl'Sp6ecl: mjiili)',.AA 0 h5 1 120' 1 30 1z' T91-14Q. MI M40t tN W. ".-4!A' 4 * 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 1 -56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 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 33.6 394 457 52.5 59.7 67.4 75.5 84.2 93.2 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 4 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 Enclosed 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 26.3 29.9 33.7 1 37.8 42.1 46.7 1 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC 15001.3 FL12194-R6 Page 3 of 4 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, installption, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Desi• n:lNlriii;P•ressu es for Soffits In'Ez osure D'r s w .• e +; +r s; , ,yh" C r., Building,' Type =`•; L.-a i Zone;:f s aMe6611 G 4 Roof ffIlt i •a 12 130 n• 140" ter, Bas'ic:llVincl'S'eed= c, ;; r:., 15Q` a s 16. ' r m h 170ii't'-`. j ;.r:• V : , A ,;i=. 1. S ::.*. :tom `:Y; :•••:.,>., fiW:: is 180 j 190 t Enclosed 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 Enclosed 4 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 1 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 1 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" 3/8" J-Channel ALC 15001.3 3/4" — 1/8" HEM T 7 3/4" 3/8' FL12194-R6 ISOMETRIC VIEW 3/0' PROFILE ISOMETRIC VIEW 318' PROFILE ALUMINUM COILS, INC Soffits Appendix D 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 3/4" 7/8" 1/8" HEM 6"FASCIA T" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for 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. raw CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit 02rrr o1ss-m 18* 6LANK 3. / 8 PROFILE O DDDD DDDo D D D D D 4 DDDD a DDDDD DDDD• ALUMINUM COILS, INC Soffits App6ndix D ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for Stale 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 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 3 1/8" 7/8" 3 1/8" 7/8" 3 1/8" S/16" 1/2" 1/2" 1/2" 1/2" 1/8" 1/8" 3/8" 13.75" BLANK 3/8" PROFILE 217S UP ow n•P 02VTYP _ 012ST\P DDDDD D D D DDDD.O D D D D d DDDDD DDDD END OF REPORT ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. Florida Building Code Online Page 1 of 3 Professional 'RegUlzition SCIS Moore I Log In I User Registration I Mot Topics I Submit Surcharge I scats & Facts ! Publications I Fac Stan SCIS Site Map I Links I search IOlida a• Product Approval e ppae rpp a bd USER: Public User M1',quyfFa Product Aooroval Menu > product or Application Search > Application List > Application Detail FL # FL7006-R10 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer 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 L7 IKO Industries, Ltd 40 Hansen Road South Brampton, NON -US L6W 31-14 708)496-2800 Ext200 rmetzOO1@tampabay.rr.com Robert Metz rmetzOO1@tampabay.rr.com Bob Metz REMCO of Pinellas 456 Avila Circle NE Saint Petersburg, FL 33703 727) 776-5261 rmetzOO1@tampabay.rr.com Don Shaw IKO Industries LTD 120 Hay Rd. Wilmington, DE 19808 717) 579-6706 don.shaw@iko.com Roofing Asphalt Shingles Certification Mark or Listing FM Approvals - CER Locke Bowden G 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= A,GEVXQwd)gse7mYBd2b3K... 2/6/2018 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option A Date Submitted 10/08/2017 Date Validated 10/30/2017 Date Pending FBC Approval Date Approved 11/01/2017 Summary of Products FL 1C I Model, Number or Name Description 7006.1 Cambridge, Cambridge HO, Laminated architectural fiberglass asphalt shingle Biltmore and Bdtmore HD manufactured at IKO's Kankakee, IL; Hawkesbury, Ont.; Wilmington, DE; Sylacauga,AL and Toronto, Ont. plants Limits of Use Certification Agency Certificate Approved for use in HVH2: Yes FL7006 R10 C CAC Letter - ASTM D3161 letter - (9-26- 2017) from FM.DdfApprovedforuseoutsideHVH2: Yes Impact Resistant: N/A FL7006 R10 C CAC Letter - ASTM D3462 letter - (9-26- 2017).odfDesignPressure: N/A Other: FL7006 R10 C CAC Letter - ASTM E108 letter - (9-26- 20171.odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R10 11 IKO-187-02-01 Letter - Installation Instructions for FBC FL7006.odf Verified By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 7006.2 Hip and Ridge 12 Cap This is a 12" x 12" fiberglass asphalt shingle used to cover the hip and/or ridge of an asphalt shingle roof system manufactured at IKO's Kankakee, IL, Toronto, Ont. and Brampton, Ontario plants. Limits of Use Certification Agency Certificate Approved for use in HVH2: Yes FL7006 R10 C CAC ASTM D 3462 - Shinale letter Approved for use outside HVH2: Yes Surveillance Audit Location - (6-28-2017).odf Impact Resistant: N/A FL7006 R10 C CAC Letter - ASTM D3161 letter - (9-26- 2017) from FM.odfDesignPressure: N/A Other: FL7006 R10 C CAC Letter - ASTM D3462 letter - (9-26- 2017).odf FL7006 R10 C CAC Letter - ASTM E108 letter - (9-26- 2017).odf Quality Assurance Contract Expiration Date 12/31/2020. Installation Instructions FL7006 R10 11 Hip and Ridge Cap Shinale Installation Instructions.odf FL7006 R10 II IKO-187-02-01 Letter - Installation Instructions for FBC FL7006.odf Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 7006.3 Leading Edge Plus Asphalt Shingle One piece fiberglass asphalt shingle used as a starter strip at Starter Strip the bottom of a roof system manufactured in Brampton and Hawkesbury, Ontario plants Limits of Use Certification Agency Certificate Approved for•use•in-HVH2: Yes- FL7006 R10 C CAC Letter - ASTM D3161 letter - (9-26- 2017) from FM.odfApprovedforuseoutsideHVH2: Yes Impact Resistant: N/A FL7006 R10 C CAC Letter - ASTM D3462 letter - 2017).odfDesignPressure: Pressure: N/A Other: FL7006 R10 C GAG Letter - ASTM E108 letter - (9-26- 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 R10 11 anofino-Products- Lead mo-Edae-Plus- eoplication-EN(1). odf Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: https://www. floridabuil ding. org/pr/Pr_app_dtl. aspx?param=wGE VXQwtDgse7mYB 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 IKO'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- 2017) 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- 2017).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: Badt Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850.487.1824 The State of Florida is an AA/EEO employer. Coovrieht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any quesbons, please contact 850.487.1395. 'Pursuant to Section 455.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, 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 Deparbnent 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: E9 Crea'd C2fd Safe https://www. floridabuil ding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgse7m YBd2b3 K... 2/6/2018 F /1ajo,r 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 Grrybodski Due T.Mcluven Managing Director Florida Regl ered.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 Conswdbn Matenals Technologies. LLC. 6412 Badger Drive Tampa. FL 33610 Tel. 813.621.5777 fax. 813.62b5840 email: matenalsteshng@p6cmLoom WebSite: httpJAwAv.pri0mLcom IKO Installation Instructions for Asphalt Shingles Page 2 of 5 IKO Shingle Application Instructions — 3-Tab Shingles ASTM D3161, Class F — IKO Marathon 25 AR and CRC Superglass M25AR) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to 2017 FBC. UNDERLAYMENT: Applied in accordance with building code requirements. For areas where the roof slope is less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code requirements, the first sheet overlapping the eave protection by 19", followed by full 36" widths overlapping each preceding course by 19" or other Approved underlayments in accordance with the qualified application instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the deck along eaves in accordance with building code requirements. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2" above each cutout. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES: For steep slopes of 21" per foot (600) or more, use 6 nails per shingle placed as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each shingle at time of application with three 1" diameter (approx. size and thickness of a quarter) spots of asphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-5/8°. STEEP SLOPES L — SEALING STRIP J t I Crtra• 61/a• I1r NAILS NAILS DO NOT NAIL INTO OR ABOVE THE SEALING STRIP PRI Construction Materials Technologies, I.I.C. 6412 Badger Dnve Tampa, FL 33610 Tel: 813-621-SM Fax: 813-621-5840 e-mail. matenalstesung@pricmLoom WebSite: hap:/A~.Picrntcom 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". 6 318't NAILS f 7 318' NAIL LINE NAILING - STEEP SLOPES APPLICATION Use sbc nails as shown. 7a, r] f < <1 CEMENT PROPER APPLICATION REQUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OF THE SHINGLE PRI Construction Materials Technologies, LLC. 6412 Badger Drive Tampa, FL 33610 Tel 813-621.SM Fax: 813-621.5840 e-mail* matenalstesfing@I36CRILCGm WebSite: httpJ/www.pdcmLcom 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 CONJUCTIO.N 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 CM PPo Coaretr = Matenals Technologies, LLC. 6412 Badger Drive Tampa, FL 33610 Tel: 813.621.SM fax• 813.621-5840 e-mail: matenalstesGng@prianLcom WebSrte: httpJAWjw.pdCMLcam IKO Installation Instructions for Asphalt Shingles Page 5 of 5 IKO Leading Edge Plus Application Instructions ASTM D3161, Class F — IKO Leading Edge Plus) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. 1. Apply any underlayment, eave protection, valley flashings, or drip edges to roof deck as required. 2. Each 39 3/8" x 131/4" (1000 mm x 336 mm) IKO Leading Edge Plus strip is perforated lengthwise for separation into two (2) shingles. Take one IKO Leading Edge Plus strip and fold flat at perforation to separate. 3. Take one of the separated shingles 39 3/8" x 6 5/8" (1000 mm x 168 mm) and remove approximately 20"(500 mm). Install this shingle on the lower left corner of the roof deck, granule side up, with the factory installed sealant adjacent to the eaves. The shingle should overhang the rake edge and eaves by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with nails located 3" to 4" (75 mm to 100 mm) from the eave edge and 1" (25 mm) in from each end. 4. Take the leftover 20" (500 mm) piece shingle. Rotate the piece and align it vertically up the rake edge with the factory installed sealant adjacent to the outer edge of the roof. The shingle should overhang the rake edge by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with fasteners located 3" to 4" (75 mm to 100 mm) from the rake edge and 1" (25 mm) in from each end. 5. Repeat Steps 3 — 4 for the right lower corner of the roof deck. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" (9 mm) diameter heads, long enough to penetrate through plywood or 3/4" (20 mm) into boards. Use 4 nails per shingle placed 3" to 4" (75 mm to 100 mm) from the eave edge and approximately 1" and 13" (25 mm and 330 mm) in from each end. 6. Apply full-length IKO Leading Edge Plus shingles to the remaining eave edges of the roof deck. Install the shingles granule side up with the factory applied sealant adjacent to the eaves. The shingles should overhang the rake edge and eaves by a nominal 1/4" (6 mm) minimum. Fasten the shingles to the roof deck with nails located 3" to 4" (75 mm to 100 mm) from the eave edge, 4 nails per shingle. 7. Apply roof shingles as per the instructions printed on each product's package. Make certain the first course of field shingle lies flush with the edges of the fastened IKO Leading Edge Plus. In this way, the sealant on the IKO Leading Edge Plus shingles will adhere to the first -course field shingles and help keep them from lifting in high winds. PR Construction Matenals Technologies, U.C. 6412 Badger Drive Tampa, Fl. 33610 Tel. 813.621.5M Fax: 813-621-5840 e-mail: matenalstesting@prianLcom websde: httpl/www.pricmLcom Florida Building Code Online Page 1 of 2 4MPini • C 4 a • BCtS Home I Log to I User Registration Hot Topics Submit Surcharge scats & Facts Publications FSC Staff SCIS Site Map Links Search Product Approvalor::: USER. Public User Product Approval Menu > Product or Appli[ation Search > Application List > Application Detail FL # FL15216-113 Application Type Revision Code Version 2017 Application Status Approved Comments Archived D Product Manufacturer InterWrap, Inc. Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mtupas@interwrap.com Authorized Signature Eduardo Lozano elozano@interwrap.com Technical Representative Eduardo Lozano Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 778) 94S-2891 elozano@interwrap.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 09/30/2019 Validated By John W. Knezevich, PE G Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code ELIS216 R3 COI 2017 01 COI Nieminen.odf Standard ASTM 01970 (tear) ASTM D226 (physicals) Year 2015 2009 https://w,A,w.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZlQ... 2/6/2018 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 10/10/2017 10/11/2017 10/15/2017 12/12/2017 FL * Model, Number or Name Description 15216.1 RhinoRoof Underlayments Synthetic roof underlayments Limits of Use Installation Instructions Approved for use in HVH2: No FL15216 R3 II 2017 10 FINAL ER INTERWRAP RHINOROOF FL15216- R3.odfApprovedforuseoutsideHVH2: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: See ER Section 5 for Limits of Use. Evaluation Reports FL15216 R3 AE 2017 10 FINAL ER INTERWRAP RHINOROOF FL15216- R3.odf Created by Independent Third Party: Yes Batlk Next Contact Us :: 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone: 850.487.1824 The State of Florida is an AAJEEO employer. Copyright 2007-2013 State Of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida taw, email addresses are public records. It you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the Office by phone or by traditional mail. If you have any questions, please contact 650.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, eRectrve 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 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 dick here . Product Approval Accepts: Credit Card Safe https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 Q... 2/6/2018 QOTRINITYIERD EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 Canada S51) S74-2939 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authori2ation #9503 353 CHRISTIAN STREET, UNIT #i13 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 authorised by Robert Nieminen, P.E. on 10/10/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. I KINITYIERD 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 6t° Edition (2017) Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1507.1.1, T1507.1.1 Unrolling, Breaking Strength, Pliability ASTM D226 2009 1507.1.1 Tear Strength ASTM D1970 2015 3. REFERENCES: Enti Examination Reference Date ITS (TST1509) Physical Properties 100539395COQ-006 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-006 03/14/2014 PRI (TST5878) ASTM D1970; Tear strength OCF-330-02-02 10/03/2017 ITS (QUA1673) Quality Control Service Confirmation 09/30/2017 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment available in 42-inch wide rolls, and can be produced in various other sizes; meets FBC 1507.1.1 (Exception). S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVH2 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 ROOF;COVER•OP.TIONS Asphalt Wood Shakes Slate or Underlayment Shingles Nail -On Tile Foam -On Tile Metal Shingles Simulated Slate RhinoRoof U20 Yes;" No No Yes_:? +,x i.Yes `7No¢*; 5.6 Exposure Limitations: RhinoRoof U20 shall not be left exposed for longer than 30-days after installation. Exterior Research and Design, U.C. Evaluation Report 140510.02.12-R3 Certificote of Authorization N9503 6r" EDITION (2017) FBC NON-HVH2 EVALUATION FLI5216-R3 RhinoRoof Underlayments Revision 3:10/10/2017 Page 2 of 3 QOTRINITYIERD 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5-herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.3.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed, taking into account the wider sheet - width for double -layer applications. 6.3.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.3.2 Single Layer: Roof Slone > 4:12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6.4.3 Double Laver: 2:12 < Roof Slone < 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. 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, U.C. Evaluation Report 140510.02.12-113 Certificate of Authorization #9S03 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FM216-113 RhinoRoof Underlayments Revision 3: 10/10/2017 Page 3 of 3 RhinoR -®f* U20 Synthetic Roofing Underlayment RhinoRoof' U20 Installation Instructions RhinoRoof' U20 is an air, water and vapor barrier and therefore must be installed above a properly ventilated space(s). Follow ALL building codes applicable to your geographical region and structure type as it is considered a vapor barrier. DECK PREP: Protrusions from the deck area must be removed and decks shall have no voids, damaged or unsupported areas. Deck surface should be free of debris, dry and moisture free. USE: RhinoRoof' U20 must be covered by primary roofing within 60 days of application. U20 is designed for use under; asphalt or synthetic shingles, metal in residential applications, and cedar shakes that have been primed. APPLICATION: For slopes from 4:12 and higher RhinoRoof' U20 is to be laid out horizontally (parallel) to the eave with the printed side up. Horizontal laps should be 4" and Vertical laps should be 6"and anchored approximately 1 " in from the edge. For low slope applications it is recommended to overlap 50% plus 1 ", for complete definition of low slope and guidelines consult authorities having jurisdiction. U20 product is not recommended for slopes less than 2:12. The use of roofing hammer, pneumatic air or gas driven fastener tools is acceptable. The use of straight edge cutting knives is recommended. FASTENERS: For same day coverage with primary roofing 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 varywith surface conditions from debris that accumulates, weather, footwear and roof pitch. Failure to use proper safety gear can result in serious injury. Depending on roof pitch and surface conditions, blocking may be required to support materials on the roof and is good safety practice. Remember to seal the nail holes after removing blocking. InterWrap® Roofing Products Division 20 Charleston, SC - Vancouver, BC - Mission, BC - Montreal, QC eFM BFR 4 , Web: www.InterWrap.com/roofing 1 E-mail: info®intenarap.com M c` Toll Free: 888 713 7663 1 Tel: 778 945 2888 Florida Building Code Online Page 1 of 2 llti lutinessl ProfesfioM'1'-RiejuJa• SCIS Mome Log In I User Registration ? Mot Topic submit Surcharge stats & facts ; Publications FSC stag SCIS site Map UnkS Search b USER: Product Approval Public User C¢YY,{{eenn Limey ccs Product Approval Menu > Prooutt or Aoollutlon Search > Application List > Application Detail 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 C Validation Checklist - Hardcopy Received Certificate of Independence FI 16994 R5 COI SEM14001 5a 2017 FBC Eval Report Off-Ridoe Vent final.f 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: //www. floridabuil ding. org/pr/pr_app_dtl . aspx?param=wGE VXQwtDgvB wYu9TrZN... 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-ft 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 Report Off - Ridoe Vent final.pdfApprovedforuseoutsideHVHZ: 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-R, 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 11 SEM14001.5b 2017 FBC Eval Report Tile Roof Vent final. adfApprovedforuseoutsideHVHZ: 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 SEM14001.5b 2017 FBC Eval Report Tile Roof Vent final.adf Created by Independent Third Party: Yes Beck Nett Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: SSO-487-1924 The State of Florida is an AA/EEO employer. Ccovnoht 2007.2013 State of Florida.:: Privacy Statement •: Accessibility Statement •: Refund Statement Under Florida iaw, 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. It 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 4S5, F.S. must provide the Department with an email address If they have one The emaits provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S , please dick here , Product Approval IAccceepts: Irl=1==9M Credit. C2rd Safe. https://w-A,w.floridabuilding. org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvB wYu9TrZN... 2/6/2018 CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, Ft. 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 Enti 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 8 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 -13.5 psf for 4-ft and 6-ft vents Pressure -18 psf for 8-ft vent Pressures calculated using 2:1 margin of safety per 1504.9 SEM14001.5a FL16994-R5 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Southeastern Metals Manufacturing Co., Inc. CREEK Off Ridge Vent TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is outside the scope of this evaluation. 2) This report is not for use in the HVHZ. 3) The roof deck and deck attachment shall be designed by others in accordance with the FBC. 4) SEMCO vents shall be installed in strict compliance with this evaluation report and the manufacturer's published installation instructions. In the event of conflict, the more restrictive installation shall be enforced. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion prior to installation. 6) Installation of the roof assembly is outside the scope of this evaluation. 7) SEMCO vents are intended to provide passive ventilation for an enclosed attic in residential construction applications 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have' demonstrated compliance with the Florida Building Code, 61" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. G%%PR. 1Q'.•', C'ENSF.Fir No 74021 G '.. STATE OF .' O A, OR 1,,,,' 0 N A 0t CERTIFICATION OF INDEPENDENCE 2017. 10.10 10: 29:43 041001 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 willacquire, 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. MI,AM-DADE COUNTY MI%MI-DADE PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOAfIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DINTISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.soy/economy 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 1 through 3. The submitted documentation was reviewed by Juan E. Collao, R.A. 4LGG• U CGW NOA No.: 13-0814.08 Expiration Date: 04/15/19 Approval Date: 01/23/14 Page 1 of 3 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Ventilation Matetial: 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 Aeency 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: 15/ 32" or greater plywood or wood plank System Type A: Mechanical attachment of vent for shingle roofs Cutout: Mark a 3'/2" x 46" opening centered between layout lines and aligned minimum 6 inches from the ridge. Set blade to thickness of sheathing and cut opening. Brush away sawdust and debris. Installation: Vents should be evenly spaced on the rear slope of the roof. Center vent in opening and set it in a 1/8" thick of an approved ASTM D 4586 asphalt roofing cement. Secure vent -to the roof deck with 1-'/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: MlAM1jD%ADE COUNTY..• 1 DRAWINGS ROOF FLANGE NAIL PLACEMENT END OF THIS ACCEPTANCE NOA No.: 13-0814.08 MIAMI•DADE COUNTY Expiration Date: 04/15/19 Approval Date: 01/23/14 Page 3 of 3 11 t CITY OF SANFORD f BUILDING & FIRE PREVENTION PERMIT APPLICATION 5D en Application No: PZ-LC 1105 1v Documented Construction Value: $ Job Address: ,3 i Sr l -}-mnl I) a l ls' Historic District: Yes No Parcel ID: Residentialo-C'ommercial Type of Work: Newi? Addition Alteration Repair Demo Change of Use Move Description of Work: C «; -r-i Plan Review Contact Person: Phone: Fax: Name Street: City, State Zip: Title: Email: Property Owner Information Phone: Resident of property? : Contractor Information Name Street: > U3 4% S 0cr Rd City, State Zip gp? Name: Street: City, St, Zip: Bonding Company: Address: Phone: 8/3 -910-3 4u3 CA 93 2 Fax: State License No.: -Cf 13 0la5 y09 Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30. 2015 Permit Application 1, tthere may be additional restrictions applicable to this property that may beNOTICE: In addition to the requirements of this permit, 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's c uiredPoftheexecutedcontractq The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copye time of submittl. b at in order to calculate a plan review charge and will be considereent ICCcValuation imated constructiont d the ablein effeffect at the tvalue of the une thetpermit is issued, an The actual construction value will be figured based on the curr accordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, creditwillbeappliedtoyourpermitfeeswhenthepen-nitissued. t V1VF R'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 constt uc Signature of Owner/Agent Date Print Owner/Agent's Name a Date Signature of Notary -State of Florid - Owner/ Agent is Personally Known to Me or - Produced ID . Type of ID Prim« actor/Agent's Name u ) Si ; ptary-state punaR`: O'Clalr Date Commisslon # GG151707 xr A EQ115: 0etobet 15.2021 WOW Ifift' nuna Contractor/ Agent is Pe sonallynown to-1v_'II=' Produced lD_ Type BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps - - Gas Roof Flood Zone, of Stories: Plumbi' hg = # of Fixtures, Fire Sprinkler Permit: Yes No [3 # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: FME' COMMENTS: Revised: lune 30.2015 Fire Alarm Permit: • Yes ' No r WASTE WATER: BUILDING: Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: J ,L Iy S(_, Documented Construction Value: S Job Address: 3 m Parcel ID: Type of Work: New , Addition Alteration Repair Description of Work: Plan Review Contact Person: Phone: Fax: Historic District: Yes No Residential W-` Commercial Demo Change of Use Move Email: Property Owner Information Name Phone: Street: City, State Zip: Title: Resident of property? : Contractor Information Name ( w Co-(iVt 6'.t % vl c Y Phone: `rU _ a6 Street: C140S Fax: J 0 7 — f9 ` 9a J_G City, State Zip:% c i `L 3` 7 71 State License No.: CFe-1'a'a60 Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical 'work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised: June 30, 2015 permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in 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 41? hy Si azure o` on for/Agent I Date Print Contractor/Agent's Name 517 At 14, xN Signaturk pf Notary -Slate of Fjonda I Dad+ 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: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: June 30.2015 Permit Application loS6 DESCRIPTION AS FURNISHED: lot 25 , WYNDHAM PRESERVE, as recorded in Plat Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida. 13OUNDARY FOR/CERTIFIED 'f0: Park Square Enterprises, LLC (a Delaware Corporation): Winderweedle, Hoines, Ward & Woodman, PA: Attorneys' Title Insurance Fund: Bank of America BRINSSON AVE R/W VARIES) S 00.19,09" E 40.00' —a---- 10• BUFFER. LANDSCAPE. WALL & SIDEWALK ESMT. fig\ tiy. LOT 25 s. 29.ao• J7. IJ' J 500' d4.7• b n IS.J, 5.00' e O LOT 26 o FORMODARD GOT 26 FOUNDATION to Tor.roP or FORM O) •,, CO to FORM AVERAGE h JO.55• h t O OE 5 00' JO l•;I• 23.20' 25. PO' I 10' URL Mr. P.C. 33.56' O.B•)S 00119'09" 40.00' SI.• a4CKS AS FURNISHED FNONI " 2( 40: REAR 20' SAL THAR7S'11' LOOPSIDC 5' (40' LOT) 7.5' (60' LOT) 10• (75' LOT) O Slur STRFET R 25' (60' & 75' LOT) L_ab (50' PRIVATE ROAD) M1 IS' (40' LOT) CvF 25• FRONT SETOACK CAN BE REDUCED TO 20. ON CERTAIN LOTS. NO MORE THAN PLOT PLAN AREA CALCULATIONS 2) IN SUCCESSION AT 20• AND A MINIMUM or (2) IN SUCCESSION AT 25' TOTAL LOT ARCH 4,800 t SQUARE FEET — PROPOSED nNSHED SPOT CRAOE ELEVATIONS FUTWORK ON/Orr LOT . TOTAL t SOUARE FEET FUTWORK PER ORNNACE PLANS DRIVE 4OJ/ 110: 513 t SOUARE FEET WALKS J7/ 200= 2J7 t SQUARE FEET FOUNDATION/PAD 1.744 t SOUARE n:F1 REAR PAW 112 ! SOUARE FEETPROPOSEDDRAINAGEFLOWyf LO! GRADING TYPE A SOD 2,429 IJI - 2,560 t SOUARE FEET FROM PORCH OCCK G2 * SOUARF FEE: POOL DECK 0 t SOIIARF. f2'C7 PROPOSED F.F. PER PUNS J0.5 rBONT SrOMALK AND STREG LOCAWN TAKEH /ROII /CANS PROW= By L'uENr • Nor nuo ilmna, CRUSENMEYER-SCOTT & ASSOC., INC. - LAArD SURVEYOR.' L[fA•14 LECCMI - 5400 E. COLONIAL OR. ORUN00, FL. 32807 (407)-277-3232 FA% (407)-658-I4J5 r LLr, II. rOM LK WIM 1 r. IMM "C 1I . own W rT W u QM.I1/1C la . IN]• 4,0 eft MW W rA b QSlv.tuK 1. ANC 14013M Clem &XJ 1[ISOf Ct I MT DO SLWWV M Tn M STAMWM Or M*CRCL SR MAIN W K A4r 1 *wwl` WMK*RfDN•L SNRt101R ArN NVNLlS N Ow]lpr N•If /IOImC A9IRISA.f114' cool rNr1WMr M SLCIO• •7]O]7. Hall* SI•IIKS Cx US[Rl[ NMANJrt .R • A.YI.L fl IN r lA nr 4]M vf: NIII[lt M9rt U1469 /Lo0SY0 NIM SIANM1IORi rsN.lwr .N7 OArG•wl. AA= WA. M offloT . 90 CGFn •Ar NDr v a J. 110 SUMP P /IION 1111L O.fpU*IIOII f1ADKl1tD r0 1N[ lIAtKTOR 1NfAC Y1I Q OIhtR KSf19CIRNrs rJU, • M1MI a K99MW CAIt • CfLQ .lrtlrMINEa [P•Otfl[M rl. . 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Ir.LS 147141NLCSTA0LlWIMOlE1RFLOWJIIMIEASPCR 'IVIM' M', SCgI, R.LS / 4B0I 20Nr 1. MW / 12017COM r (09-28-07) UES Project No: 0110.1700817.0000 Workorder No: 9371993-1MUNIVERSALReportDate. 4/19/2018 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 In -Place Density Test Report Client: UES Technician: Alberto Aguirre 5200 Vineland Road, Suite 200 •= • Orlando, FL 32811 r siate Tested: 04/19/2018 raProject: Wyndham Preserve, House Ling Area Tested: Lot 25 3854 Saltmarsh Loop Type of Test: Material: Fill Field: ASTM D-2937 Drive Cylinder Method Reference Datum: 0 = Top of Fill 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 ptimum Moisture 1%) Field Dry Density pcf) Field Moisture i% 1 Soil Compaction I Fill Depth inch) Pass or Fail 1 Northeast Corner Of Pad 0-1 ft 106.8 10.6 107.7 8.0 101 N/A Pas: 2 Northwest Comer Of Pad 1-2 ft 106.8 10.6 107.8 8.5 101 N/A Pas: 3 Southwest Comer Of Pad 1-2 ft 106.8 10.6 105.5 9.4 99 N/A Pas: 4 Southeast Comer Of Pad 1-2 ft 106.8 10.6 106.8 8.7 100 N/A Pas: 5 1 Center Of Lot 2-3 ft 106.8 10.6 105.9 11.6 99 N/A Pas: Remarks: At time of testing footing have not been excavated.All densities were done inside the pad area. CITY OF SANFORD BUILDING 8t FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 6289.00 Job Address: 3854 Saltmarsh Loop Historic District: Yes No Parcel ID: 17-20-31-502-0000-0250 Lot 25 Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Install new 3.0 ton HVAC system with duct work Plan Review Contact Person: Paula Bagley Title: Permit Clerk Phone: 407-975-2762 Fax: 407-629-9307 Email: permitting@onestopcooling.com Property Owner Information Name Park Square Homes Phone: 407-529-3000 Street: 5200 Vineland Rd #200 City, State Zip: Orlando, FL 32811 Resident of property? : Contractor Information Name One Stop. Cooling & Heating, LLC Phone: 407-975-2762 Street: 7225 Sandscove Court Fax: 407-629-9307 City, State Zip: Winter Park. FL 32792 State License No.: CAC 032444 Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code In effect as of that date: 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 clue time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued., OWNER'S AFFIDAVIT: I certify that all of the be done in compliance with all applicable laws re signature of Owncr/Agent Date Print O%vner/Agent's Name Signature of Notary•State of Florida Date ing information is accurate and that all work will g cAtstructipn and zoning. h - 5/21 /2018 Kevin Stine Print Conlractor/Attent's Name signature Date KELLY WEBSTER Notary Public - State of Florida Commission * FF 978034 My Comm. Expires Apr 4, 2020 Owner/Agent is Personally Known to Me or Contractor/A et I s 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: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: rF 1 Revised: June 30, 2015 Pennit Application IN Revision City of Sanford IZesppnse to Comments APR 0 o ZU18 il Building &Fire Prevention Division10 A J Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 18-1056 Submittal Date 4/9/18 Project Address: 3854 Saltmarsh Loop (Mndham Preserve lot 25) Contact: Michelle Parkison Ph: 407-529-3135 Fax: Email: mparkison@parksguareh.omes.comnarks_quarehomes.com Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention General description of revision: See letter from Monta Consulting addressing changes ROUTING INFORMATION Approvals 0 Building G4-" A/•.X'4•10, 4 Monta Consulting & Design w of WMR and Associates, LLC Northpoint II Phone (407) 681-1917 1035 Greenwood Blvd., Suite 173 Certificate of Authorization # 9177 Lake Mary, FL 32746 montaconsulting.com Structural Engineering, Truss Engineering, Third Parry Inspection, Forensic Study, Project Management Residential Design and BIM Modeling for Homebuilders Park Square Homes Wyndham Preserve — Lot 25 (2078 Sorrento, Elev C) Date: 03/14/2018 Frame Walk Revision Per frame walk of site completed by Park Square Homes, they asked us to make the following changes on the Structural drawings: Add 2020 fixed glass in master bath shower Replace both existing 2020 fixed glass in stairs with 2030 fixed glass and add an additional 2030 Add a 4010 transom window to loft Relocate door and closet in bedroom #2 (see plans), door in bedroom #3 and linen closet door Chamfer the wall in laundry room so it will soften the hallway corner We updated the structural drawings per the list above provided by Park Square Homes. All changes have been clouded and marked with Delta 1. Sheet(s) revised: 00, 02, 03, 04C, 05C, 07, 08, SC, SIC, S2C, S4C, S5C & S7C 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 025 Sorrento C RHG - E Builder Name: One Stop Cooling and Heating "6 Street: 3854 Salt marsh Loop Permit Office: City of Sanford l0 City, State, Zip: Sanford , FL , Permit Number: C _ 1056v0 r0 j. y 6) Owner: Park Square Homes 6 5Jurisdiction: 0 o O Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2) 1P '>aQ 1. New construction or existing New (From Plans) 9. Wall Types (2612.7 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1302.00 f12 b. Frame - Wood, Exterior R=11.0 1026.00 f12 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 284.67 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types (1515.0 sqft.) Insulation Area 5. Is this a worst cases No a. Under Attic (Vented) R=30.0 1515.00 f12 6. Conditioned floor area above grade (W) 2078 b. N/A R= f12 Conditioned floor area below grade (ft2) 0 c. 11. Ducts R ft R= 1122 7. Windows(231.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH• 2nd Floor 6 415.6 a. U-Factor: Dbl, U=0.55 135.00 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 34.8 SEER:16.00 c. U-Factor: Dbl, U=0.54 32.00 ft2 SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 33.0 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 0.548 ft. Area Weighted Average SHGC: 0.232 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2078.0 sq(t.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 1324.00 ft2 b. Conservation features b. Floor Over Other Space R=0.0 563.00 ft2 None c. other (see details) R= 191.00 ft2 15. Credits Pstat Glass/Floor Area: 0.111 Total Proposed Modified Loads: 65.76 PASSTotalBaselineLoads: 67.74 I hereby certify that the plans and specifications covered by Review of the plans and HE STgr this calculation are in compliance with the Florida Energy specifications covered by this Code. Bodo 1Digitally signed bySojan Paukovic calculation indicates compliance with the Florida Energy Code. PREPARED BY: Paukoyl[ _ Date: 2018.03.05 13:35:11 Before construction is completed a DATE: this building will be inspected for y compliance with Section 553.908 I hereby certify that this building as designe is in compliance Florida Statutes. with the Florida Energ D WE 'C4 OWNER/ AGEN BUILDING OFFICIAL: DATE: r-I' Ot DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 On for whole house. 4 3/ 5/2018 1:23 PM EnergyGauge® USA - FlaRes2017 Sectio Vk5E-CN0Jan$r10t Page 1 of 5 POPKA Ran9;_7n17 PROJECT Title: Lot 025 Sorrento C RHG - E Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2078 Lot # 25 Owner Name: Park Square Homes Total Stories: 2 Block/Subdivision: WYNDHAM PRESERV of Units: 1 Worst Case: No PlatBook: Builder Name: One Stop Cooling and Heatin Rotate Angle: 0 Street: 3854 Salt marsh Loop Permit Office: City of Sanford Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL, New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp v Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO_SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2078 19138.9 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1 st Floor 1324 12352.9 Yes 2 1 1 Yes Yes Yes 2 2nd Floor 754 6786 No 3 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor Over Other Space 2nd Floor ____ ____ 563 ft2 0 0.29 0 0.71 2Slab-On-Grade Edge Insulatio 1st Floor 139.5 ft 0 1324 tt2 0.29 0 0.71 3 Floor over Garage 2nd Floor --_- ____ 191 112 11 0.29 0 0.71 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1694 112 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 1515 ft2 N N 3/5/2018 1:23 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R40-S-2017 CEILING it Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1 st Floor 30 Blown 1515 ft2 0.1 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space 1 S Exterior Frame"- Wood 2nd Floor 11 27 0 9 0 243.0 ft2 0 0.25 0.8 0 2 S Exterior Concrete Block - Int Insul 1st Floor 4.1 55 0 9 4 513.3 ft2 0 0 0.8 0 3 E Exterior Frame - Wood 2nd Floor 11 30 0 9 0 270.0 ft2 0 0.25 0.8 0 4 E Exterior Concrete Block - Int Insul 1st Floor 4.1 10 0 9 4 93.3 ft2 0 0 0.8 0 5 N Exterior Frame - Wood 2nd Floor 11 27 0 9 0 243.0 ft2 0 0.25 0.8 0 6 N Exterior Concrete Block - Int Insul 1st Floor 4.1 44 6 9 4 415.3 ft2 0 0 0.8 0 7 W Exterior Frame - Wood 2nd Floor 11 30 0 9 0 270.0 ft2 0 0.25 0.8 0 8 W Exterior Concrete Block - Int Insul 1st Floor 4.1 30 0 9 4 280.0 ft2 0 0 0.8 0 9 - Garage Frame - Wood 1st Floor 11 30 6 9 4 284.7 ft2 0 0.25 0.8 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Insulated 1 st Floor None 4 3 8 24 ft2 2 Wood 1st Floor None 39 2 8 8 21.3 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 S 1 Metal Low-E Double Yes 0.55 0.22 N 15.0 ft2 1 ft 0 in 0 ft 8 in Drapes/blinds None 2 S 1 Metal Low-E Double Yes 0.54 0.25 N 4.0 ft2 1 ft 0 in 0 ft 8 in Drapes/blinds None 3 S 2 Metal Low-E Double Yes 0.55 0.22 N 15.0 ft2 1 It 0 in 0 ft 8 in Drapes/blinds None 4 S 2 Metal Low-E Double Yes 0.54 0.25 N 8.0 ft2 1 It 0 in 11 ft 1 in Drapes/blinds None 5 E 3 Metal Low-E Double Yes 0.55 0.22 N 15.0 ft2 0 ft 8 in 1 It 0 in Drapes/blinds None 6 E 3 Metal Low-E Double Yes 0.54 0.25 N 12.0 ft2 0 ft 8 in 1 It 0 in Drapes/blinds None 7 N 6 Metal Low-E Double Yes 0.55 0.22 N 45.0 ft2 0 It 8 in 1 ft 0 in Drapes/blinds None 8 W 7 Metal Low-E Double Yes 0.55 0.22 N 15.0 ft2 0 It 8 in 1 ft 0 in Drapes/blinds None 9 W 8 Metal Low-E Double Yes 0.55 0.22 N 30.0 ft2 0 It 8 in 1 ft 0 in Drapes/blinds None 10 W 8 Metal Low-E Double Yes 0.58 0.25 N 64.0 ft2 0 It 0 in 0 It 0 in None None 11 W 7 Metal Low-E Double Yes 0.54 0.25 N 4.0 ft2 0 It 8 in 1 ft 0 in Drapes/blinds None 12 S 2 Metal Low-E Double Yes 0.54 0.25 N 4.0 ft2 1 It 0 in 0 It 8 in Drapes/blinds None 3/5/2018 1:23 PM EnergyGaugeS USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 420 ft2 420 f12 51 ft 9.33 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 00041 2232.9 122.58 230.53 .3682 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:9 33 kBtu/hr 1 Sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 16 34.8 kBtu/hr 1044 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 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Ceti # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft2 DUCTS v # Supply ---- Location R-Value Area Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 Attic 6 415.6 ft Attic 103.9 ft Prop. Leak Free 2nd Floor --- cfm 62.3 cfm 0.03 0.50 1 1 3/5/2018 1:23 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-P017 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin jj j Jan Heating f Jan jj jj Feb jX) Feb MarId Mar j j A r j ] Apr j j Ma j May Xj Jun j Jun X Jul j j Jul X Au j Auj jXj Se j j Sep [ I Oct Oct j j Nov jXj NovecVentinJ D ec Jan Feb Mar X) Apr May [ Jun Jul Aug Se [XJ Oct XJ Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 3/5/2018 1:23 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 3854 Salt marsh 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 of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 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 parry 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. 5. 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 leakage Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 3/5/2018 1:23 PM EnergyGaugeO 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 cfm (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. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (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. 3/5/2018 1:23 PM 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 100°F 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 8403.5.6.2.1. 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.I. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 3/5/2018 1:23 PM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains it the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1. and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (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 swatch 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. 3/5/2018 1:23 PM 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 verity procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandator )he energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights. 3/5/2018 1:23 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 97 The lower the EnergyPerformance Index, the more efficient the home. 3854 Salt marsh Loop, Sanford, FL, 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (W) 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: New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1302.00 f12 b. Frame - Wood, Exterior R=11.0 1026.00 ft2 1 c. Frame - Wood, Adjacent R=11.0 284.67 ft2 4 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1515.00 ft2 2078 b. N/A R= ft2 c. N/A R= ft2 Area 11. Ducts R ft2 135.00 ft2 a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 415.6 64.00 ft2 12. Cooling systems kBtu/hr Efficiency 32.00 1`12 a. Central Unit 34.8 SEER:16.00 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. Floor Over Other Space R=0.0 c. other (see details) R= ttz 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 33.0 HSPF:9.00 0.548 ft. 0.232 Area 14. Hot water systems a. Electric Cap: 50 gallons 1324.00 ft2 EF: 0.9 563.00 ft2 b. Conservation features 191.00 ft2 None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building HESTgrConstructionthroughtheaboveenergysavingfeatureswhichwillbeinstalled (or exceeded) 10 in this home before final inspec ' ise, a new EPL Display Card will be completed k3',,,;'- •_ '` based on installed Code co nt feature ++++•• : "•'°`, Builder Signatur 0 Date: H.Q. /8 a° Address of New Home: City/FL /FL Zi t Ss t Sc iwlCx. %p Y P> D WE JS 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 techsupportt&energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 3/5/2018 1:23 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 025 Sorrento C RHG - E Builder Name: One Stop Cooling and Heating Street: 3854 Salt marsh Loop Permit Office: City of Sanford City, State, Zip: Sanford , FL , Permit Number: Owner: Park Square Homes Jurisdiction: 691500 Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attics aces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall 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. 3/5/2018 1:24 PM EnergyGaugeS USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Pro SJob: Sorrento CRHG wrightsoft- Project Date: 03/05/2018 Entire House By. LF/RI/BP/AT/MC One Stop Cooling and Heating 7225 Sardscove Coat. Wirter Park FL 32792 Phone: (407) 629.6920 Fax, (407) 629 - 9307 Web: w vK0neStopCoolirg oom Lioerse: CAC032444 Project Information For: Park Square Homes FL Notes: Design Information Weather: Orlando Ind 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 20454 Btuh Structure 20882 Btuh Ducts 2266 Btuh Ducts 4681 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 22720 Btuh Use manufacturer's data n Rate/ swing multiplier Equipment load 0. 97 24898 Btuh InfiltrationsensibleMethod Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 4048 Btuh Ducts 971 Btuh Central vent (0 cfm) 0 Btuh Heatingg Coolingg none) Area ( ft 2117 2117 Equipment latent load 5019 Btuh Volume ( ft3) 19452 19452 Airchanges/ hour 0.41 0.21 Equipment Total Load (Sen+Lat) 29917 Btuh Equiv. AVF (cfm) 133 68 Req. total capacity at 0.75 SHR 2.8 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR6036H1 Cond 4TWR60361-11 AHRI ref 7562981 Coil TEM6A0C36H31++TDR AHRI ref 7562981 Efficiency 9 HSPF Efficiency 13.0 EER,16 SEER Heating Input Sensible cooling 26100 Btuh Heating output 33000 Btuh @ 47°F Latent cooling 8700 Btuh Temperature rise 0 OF Total cooling 34800 Btuh Actual air flow 0 cfm Actual air flow 1160 cfm Air flow factor 0 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.84 Capacity balance point = 32 OF Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t wrightsoft• 2018-Mar-05130745 Right- SuMOUnversal2018 18.0.11 RSU16877 Page 1 rrerw C RHG - Elot 026 Sorrerto C RHG - Enp Calc. M18 Horse faces: E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Court. Winter Park FL 32792 Phone- (407) 629 - 6920 Fax: (407) 629.9307 Web. wwwOneStopCoolirg com License. CAC032444 Job: Sorrento C RHG Date: 03/OS/2018 By. LF/RI/BP/AT/MC 1 Room name Entire House PWDR 2 Exposed wall 2535 g 12.0 it 3 Room height 92 II d 92 it heaVmol 4 Room dimensions 45 x 75 g 5 Room area 2117.3 1P 33,8 IF Ty Consovction number U-value Btuh4F-.n Or HTM Btuw Area (" or perimeter (It) Load Bluh) Area (" or perimeter (it) Load Btuh) Heat Cool Gross NrP/S Heat Cool Gross NrP/S Heat Cool 6 W yI t---C 1213-09w 13A-40cs 4A5.2om OD97 0.143 0550 ne ne ne 253 3.73 14,35 2.82 2.90 22.14 243 414 45 243 369 0 615 1377 646 685 1068 996 0 0 0 0 0 0 0 0 0 0 0 0 11 V G 128-09N 4A5.2om 0.097 5005 se se 2.53 14.35 2.82 21.42 270 15 243 2 615 215 685 321 0 0 0 0 0 0 0 0 t-C 4B5-21m 13A-flocs 11 DO 0540 0.143 0.390 se se se 14.09 3.73 10.18 21.90 2.90 1227 12 93 24 3 69 24 169 258 244 263 200 294 0 42 0 0 42 0 0 156 0 0 121 0 Vjl t---O G 128-09N 4A5-2om 0.097 0550 9N sw 253 14.35 2,82 21.42 243 15 224 2 567 215 631 321 0 0 0 0 0 0 0 0 I-G 4B541m 13A-40cs 4A5.2om 0540 0.143 0550 sov sw sw 14.09 3.73 14.35 2081 2.90 21.42 4 512 15 1 485 2 56 1808 215 83 1403 321 0 70 0 0 66 0 0 245 0 0 190 0 485.21m 4B5-2hn 0540 0S40 9N sw 14.09 14.09 20B1 24.09 4 8 1 0 56 113 83 193 0 4 0 0 0 56 0 96 1213-09w 4A5.2om 4B5.2hn 0.097 0550 0540 r1w nw nw 253 14.35 14A9 2.82 22.14 2359 270 15 4 251 0 0 635 215 56 707 332 94 0 0 0 0 0 0 0 0 0 0 0 0 V! C 13A-400s 4A5-2om 4A5-2omd 0.143 0550 05W rtw rnv rw 3.73 14.35 15.14 2.90 22.14 27.72 279 30 64 185 0 0 690 431 969 536 664 1774 0 0 0 0 0 0 0 0 0 0 0 0t-f 12C-0sw OD91 2.38 151 284 263 625 396 0 0 0 0L-D 11 DO 0.390 n 10.18 1227 21 21 210 253 0 0 0 0 C 1613-30ad OD32 0B4 1.76 1517 1517 1267 2668 0 0 0 0 F 19C-19cscp OD49 0.44 021 194 194 86 60 0 0 0 0 F 22A-Ipm 1.180 3080 0.00 1324 140 4296 0 34 12 370 0 6 c) AED excursion 705 20 Emelope loWgain 16652 15739 8AI 427 12 a) Infiltration 3802 1373 183 66 b) Room ventilation 0 0 0 0 13 Internal gains: Ccoupants @ 230 9 2070 0 0 Appharloes/other 1700 0 Subtotal (lines 6 tD 13) 20454 20882 1010 493 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 865 428 14 Subtotal 20454 20882 1875 921 15 Dud loads I li%j 221/61 2266 4681 11% 221/6 208 206 Total room load I I 227201 25563 2082 1127 Air required (dm) 0 1160 1 0 51 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. c i'- wrigFslsoft• 2018-Mar-051307A5 Rrgt1-Su"Unversal 2018 18.0.11 RSU16877 Page 1 rrerro C RHG - E1Lot 025 Sorrerto C RHG - E.np Calc a KM Horse faces- E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardsoove Cotn Winter Park FL 32792 Phone: (407) 629.6920 Fax: (407) 629. 9307 Web: wwwOreStopCoolirg.com License: CAC032444 Job: Sorrento C RHG Date: 03/05/2018 By. LF/RI/BP/AT/MC 1 Room name STC1 LNDY 2 3 E)Posedhell Room height 17.0 it 93 It heatbool 0 it 93 it heat/000l 4 5 Room dimensions Room area 45 x 17.0 It 765 IR 6A x 75 ft 45D fF Ty Construction number U-value BtuhAlL-F) Or HTM Area (RF) or perimeter (11) Load BWh) Area (Its or perimeter (it) Load Btuh) Heat Cool Gross NrP/S Heat Cool Gross NAS Heat Cool 6 11 W yl 12B-0s+v 13A-4ocs 4A5-2om 1215-09w 4A5.2om 4B5-2im 13A-4ocs 11 DO 0.097 0.143 0550 0.097 0550 0.540 0.143 0390 ne ne no se se se se se 253 3.73 1435 2.53 1435 14.09 3.73 10.18 2.82 2.90 22.14 2.82 21.42 21.90 2.90 1227 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V L-D 1213.09w 4A5.2om 485-21m 13A-4ocs 4A5.2om 4B5-21n 485.21m 1213-09w 4115.2om 485-21n 13A-4os 4A5-2om 4A5-2omd 12C-Osw 11 DO 1613-30ad 0.097 0550 0540 0.143 0550 0540 0S40 0.097 0550 0540 0.143 0550 0580 0.091 0390 0.032 9N sw sN sw sw sw sw rtw rtw nw nw nw nw n 2.53 14.35 14A9 3.73 14.35 14.09 14D9 2.53 14.35 14D9 3.73 14.35 15.14 2.38 10.18 0.84 2.82 21.42 20.81 2.90 21.42 20.81 24.09 2.82 22.14 2359 2.90 22.14 27.72 151 1227 1.76 0 0 0 158 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 154 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 575 0 0 56 0 0 0 0 0 0 0 0 0 0 0 0 446 0 0 96 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 56 21 0 0 0 0 0 0 0 0 0 0 0 0 0 0 35 21 0 0 0 0 0 0 0 0 0 0 0 0 0 0 83 210 0 0 0 0 0 0 0 0 0 0 0 0 0 0 53 253 0 VN R 1_D C F 19C-19czp 0.049 0.44 031 0 0 0 0 0 0 0 0 F 22A-Ipm 1.180 30.80 OAO 77 17 524 0 45 0 0 0 6 c) AED excursion 15 20 Envelope lossrgain 1155 558 294 286 12 a) Infiltration b) Room ventilation 259 0 93 0 0 0 0 0 13 Internal gains: Ooatpants@ 230 0 0 0 0 Apphancesrolher 0 500 Subtotal pines 6 ID 13) 1414 651 294 786 Less etmemalload 0 0 0 0 14 Lesstran9er Redistribution Sublotal 0 1414 0 0 651 0 0 284 578 0 183 969 15 Duct loads it% 220% 0 0 11% 22% 64 217 Total room load Air required (dm) I 0 1 0 0 0 642 0 1187 54 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrrght:soft- 2018-Mar-051307.45 Atr- A """ •- "^ Right Sute®Unversa12018 18.0.11 RSUt6877 Page 2 rrerto C RHG - E1Lot 025 Sorrento C RHG - E.np Calc - W8 House faces. E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Beating 7225 Sardscove Court, Winer Park, FL 32792 Ptore: (407) 629 - 6920 Fax: (407) 629 - 9307 Web- wwwOneStopCoohrg com License • CAC032444 Job: Sorrento C RHG Date: 03/05/2018 By. LF/RI/BP/AT/MC 1 Room name Kfr ONE 2 3 Exposed well Room height 105 8 9.3 tr heakool 95 fl 92 it heat/cool 4 Room dimensions 14D x 105 It 1.0 x 147D fl 5 Room area 147.0 W 147D W Ty Consirumon U-value Or HTM Area (fM Load Area (IF) Load number 8tuh4F--q BWMR) or perimeter (11) Btuh) or perimeter (Q) BWh) Heat Cool Gross NAS Heat Cool Gross NAS Heat Cool 6 W t-C 1213-0s-v 13A-4ocs 4A5-2om 0.097 0.143 0550 ne ne ne 2S3 3.73 14.35 2.82 2.90 22.14 0 98 0 0 98 0 0 364 0 0 283 0 0 88 15 0 73 0 0 274 215 0 212 332 126-09N 0.097 se 253 282 0 0 0 0 0 0 0 0 11 4A5-2om 0550 se 14.35 21.42 0 0 0 0 0 0 0 0 485-2(n 0S40 se 14.09 21.90 0 0 0 0 0 0 0 0 t-U 13A-4ocs 1100 0.143 0.390 se se 3.73 10.18 2.90 1227 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1213-09N 4A5.2om OD97 0550 sw sw 253 14.35 2.82 21.42 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 485.2tM 13A-40cs 0540 0.143 svv sw 14.09 3.73 2081 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.20m 0S50 sw 14.35 21.42 0 0 0 0 0 0 0 0 485-2trn 4135.2trn 0.540 0540 sw sw 14.09 14.09 2081 24.09 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 128.09N OD97 nw 2.53 282 0 0 0 0 0 0 0 0 4A5.2om 0550 rry 14.35 22.14 0 0 0 0 0 0 0 0 485-2trn 0540 nw 14.09 2359 0 0 0 0 0 0 0 0 13A-40s 4A5-2om 4A5-2omd 0.143 0550 0.580 nw nw nw 3.73 14.35 15.14 2.90 22.14 27.72 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q 12C-0sw 0.091 2.38 151 130 130 309 196 0 0 0 0 L-D 11 DO 0.390 n 10.18 1227 0 0 0 0 0 0 0 0 C 168.30ad OD32 084 1.76 0 0 0 0 56 56 47 98 F 19C-19cscP OD49 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-Ipm 1.180 30.80 0.00 147 11 323 0 147 10 293 0 6 c) AED exnusion 04 18 Envelope loss/gam 997 435 828 625 12 a) Infiltration 160 58 145 52 b) Room ventilation 0 0 0 0 13 tnlemalgairls: Oowparls@ 230 0 0 0 0 Appliancesrother 1200 0 Subtotal (lines 6 to 13) 1157 1693 973 678 Less exlemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 63 41 113 73 14 SubtAal 1220 1733 1086 751 15 Duct loads 1 11% 22% 135 389 11% 229/6 120 168 Total room load I 1355 2122 1207 919 Air required (dm) I 1 0 96 1 1 0 42 Calculations approved by ACCA to meet all requirements of Manual J ft Ed. fi- wrlgFr,tsoft- 2018-Mar-051307A5 aA Riglt-Su"Uriversat20t818.0.11 RSW6877 Page rrerto C RHG - EtLot 025 Swarm C RHG - E rp Calc - MJ8 House laces: E wrightsoftRight-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sandscove Court, Winter Pari4 R. 32792 Phone, (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopCoolirgoom License- CAC032444 Job: Sorrento C RHG Date: 03/05/2018 By. LF/RI/BP/AT/MC 1 Room name GRT MBED 2 Exposed well 325 ft 395 ft 3 Room height 93 It heaVbool 93 It heaVcool 4 5 Room dimensions Room area 1. 0 x 2815 ft 2815 fP 145 x 175 ft 253. 8 IP Ty Construction U-value Or HTM Area (ft2) Load Area (" Load number 13tuMR'9 BUK" or perimeter (ft) Btuh) or perimeter (ft) BWh) Heat Cool Gross NAS Heat Cool Gross NrP/S Heat Cool 6 W y! I--( 128- 09w 13A- 40cs 4A5- 2om 0. 097 0. 143 0VW no ne no 253 3. 73 14. 35 2. 82 2. 90 22. 14 0 158 30 0 128 0 0 478 431 0 371 664 0 70 0 0 70 0 0 260 0 0 202 0 11 128• 09ry 4A5- 2om OA97 0550 se se 253 14. 35 2. 82 21. 42 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 485. 21m 13A- 4ors 1100 0540 0. 143 0390 se se se 14. 09 3. 73 10. 18 21. 90 2. 90 1227 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y! t- D yl G 12B- 0sN 4A5. 2om 0A97 0550 sw sw 253 1435 2. 82 21. 42 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G 485.21m 4A5. 2om 0540 0. 143 05W sw sw sw 14. 09 3. 73 14. 35 2021 2. 90 21. 42 0 0 0 0 0 0 0 0 0 0 0 0 0 163 15 0 148 2 0 551 215 0 428 321 TE13A- 40rs 485. 21 n 485. 210 0540 0540 sw sw 14D9 14. 09 20B1 24. 09 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y! 12B-09N 4A5. 2om 485. 21m OD97 05W 0. 540 rwv rwv rwv 253 1435 14. 09 2. 82 2214 2359 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2yl 13A-4ors 4A5. 2om 4A5- 2omd 0. 143 05W 05M nw nw rwv 3. 73 1435 15. 14 2. 90 22. 14 27. 72 144 0 64 80 0 0 299 0 969 232 0 1774 135 30 0 105 0 0 391 431 0 304 664 0 q 12C-0sw OD91 238 151 0 0 0 0 0 0 0 0 O 11 DO 0390 n 10.18 1227 0 0 0 0 0 0 0 0 C 16B-30ad OD32 0.84 1.76 282 282 235 495 254 254 212 446 F 19C-19rscp OD49 0.44 031 0 0 0 0 0 0 0 0 F 22A-Ipm 1.180 30.80 0.00 282 33 1001 0 254 40 1217 0 6 c) AED excursion 279 256 Envelope loss(gain 3413 3816 3278 2621 12 a) Infiltration 495 179 601 217 b) Room ventilation 0 0 0 0 13 Internalgairts: Oowpants@ 230 0 0 2 460 Appliarmsrother 0 0 Subtotal ( lines 6 to 13) 3907 3994 38791 3298 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3907 3994 3879 3298 151 uct loads 11%1 2216 433 895 11% W1. 430 739 Total room load 4340 4890 4308 4037 Air required (cfm) 0 222 1 0 183 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. rid- w_ rlgFxtsofe- 2018-Mar-05130745 Right- SuteGUriversal20l8 i8.0.11 RSUi6877 Page rrerao C RHG - Etot 025 Sorren A to C RHG - E.rup Calc - MA House faces- E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Cou1, W uter Park FL 32792 Phore: (407) 629 - 6920 Fax. (407) 629.9307 Web: wwwOreStopCooling eom Licerse. CAC032444 Job: Sorrento C RHG Date: 03/05/2018 By. if/RI/BP/AT/MC 1 Room name MrO1 METH 2 Exposed wall 0 it 13D 1f 3 Room height 93 II heat/cool 93 It heaticool 4 5 Room dimensions Room area 35 x 6.0 it 21.0 fF 65 x 13.0 II 845 IF Ty Construction number U-value BWh4F-°F) Or HTM BtuhAM Area (" or perimeter (it) Load fth) Area (Its or perimeter (it) toad Bluh) Heat Cool Gross NiPJS Heat Cool Gross N/PiS Heat Cool 6 W yJ I 1213-09N 13A-4ocs 4A5-2om OD97 0.143 0550 ne ne ne 2.53 3.73 14.35 2.82 2.90 22.14 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0fa v I--C11 12B-0sw 4A5.2om 0.097 UM se so 253 14.35 2.82 21 A2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I- 4850M 13A-4ors 11 Do 0.540 0.143 0390 se se se 14.09 3.73 10.18 21.90 2.90 1227 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y! t-D 12B-09w 4A5.2om OD97 0550 sw sw 253 1435 2.82 21.42 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 485.21m 13A-4ots 4A5-2om 0540 0.143 0550 sN sw sw 14A9 3.73 1435 20.81 2.90 21.42 0 0 0 0 0 0 0 0 0 0 0 0 0 121 0 0 117 0 0 436 0 0 339 0 485-21n 4B5-2tm O.540 O.540 sry av 14.09 14.09 20.81 24D9 0 0 0 0 0 0 0 0 4 0 1 0 56 0 83 0 128-09v 4A5.2om 485-21rn 0.097 05W O.540 rvw r1w rtw 253 14.35 14.09 2.82 22.14 2359 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1ql 13A-4ocs 4A5-2om 4A5-2omd 0.143 OS50 0580 nw nw rrw 3.73 14.35 15.14 2.90 22.14 27.72 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0II--CG 12C-Osw 0.091 2.38 1S1 0 0 0 0 0 0 0 0L-D 11130 0.390 n 10.18 1227 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 0.84 1.76 21 21 18 37 68 68 57 120 F 19C-19csrp 0.049 0.44 031 0 0 0 0 0 0 0 0 F 22A-Ipm 1.180 30.80 OAO 21 0 0 0 85 13 400 0 6 c) AED excursion 1 17 Envelope lossrgan 18 36 950 559 12 a) tr 1l"on 0 0 198 71 b) Room ventilation 0 0 0 0 13 Internal gains: Omlpants@ 230 0 0 0 0 Appliancesbther 0 0 Subtotal (lines 6 ID 13) 18 36 1148 630 Less external load 0 0 0 0 Lesstranster 0 0 0 0 Redistribution 0 0 749 353 14 Subtotal 18 36 1897 983 15 Duct loads I it% 229/6 2 8 11%< 229% 210 220 Total room load I I 191 44 2107 12M Air required (dm) 0 2 1 1 0 55 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A }f wrig4=- htm2018-Mar-0513A7.45 4r4s `- Right- Suteftnversa12018 18.0.11 RSU16877 Page s rleroo C RHG - E'Lot 025 Sorrer$D C RHG - E fLp Cale - MA Horse faces E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Coin. Winter Park FL 32792 Phone (407) 629. 6920 Fax: (407) 629.9307 Web. wvAm0neStopCoolirg com License. CAC032444 Job: Sorrento C RHG Date: 03/05/2018 By. LF/RI/BP/AT/MC 1 Room name MWIC H 2 3 Exposed wall Room height 0 ff 9.3 It heaftol 55 It 9.3 It heat/cool 4 5 Room dimensions Room area 1 A x 60.9 It 602 IF 10 x 172.9 R 1722 fF Ty Construction U-value Or HTM Area (8) Load Area (fM Load number 8tuh4Iz-n BWF1 or perimeter (Q) BWh) or perimeter (11) BWh) Heat Cool Gross NIPS Heat Cod Gross NrP/S Heat Cool 6 11 W Vy I--( 12B-Osw 13A-40cs 4A5-2om 12B-0s+v 4A5-2om 4B5-21m 13A-4ow 11 DO 0.097 0.143 05W OD97 0550 0.540 0.143 0.390 ne ne ne se se se se se 253 3.73 14.35 253 14.35 14D9 3.73 10.18 2.82 2.90 22.14 2.82 21.42 21.90 2.90 1227 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 51 24 0 0 0 0 0 0 27 24 0 0 0 0 0 0 101 244 0 0 0 0 0 0 79 294t-D V)! 128-0sw 4A5-20m 0.097 0550 sw sw 2.53 14.35 2.82 21.42 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 485-21m 13A-40cs 4A5-20m 0540 0.143 0550 sw sw sw 14D9 3.73 14.35 20.81 2.90 21.42 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0T--G 465.2(rn 4B5-2(m 0540 0540 sw sw 14D9 14D9 20.81 24.09 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl 12B-0sw 4A5.2om 4B5-2tm 0.097 0550 0540 nw nw nw 2.53 14.35 14.09 2.82 22.14 2359 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0L-fC y! 13AAors 4A5.2om 4A5.2omd 12C-0sw 0.143 0550 0580 OD91 nw nw r1w 3.73 14.35 15.14 2.38 2.90 22.14 27.72 151 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 98 0 0 0 98 0 0 0 232 0 0 0 147 f! Fr I---O 111DO 1613-30ad 0.390 OD32 n 10.18 0.84 1227 1.76 0 43 0 43 0 36 0 76 0 0 0 0 0 0 0 0C F 19C-19cscp 0049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-Ipm 1.180 30.80 0.00 61 0 0 0 173 6 169 0 6 c) AED excursion 2 14 Envelope lossrgain 36 74 747 506 12 a) Infiltration 0 0 84 30 b) Room ventilation 0 0 0 0 13 Internal gain& Omrpants@ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 36 74 831 536 Less extemal load 0 0 0 0 Less transfer Redistribution 0 171 0 110 0 831 0 536 14 Subtotal 207 184 0 0 15 Dudloads 11°/- 22% 23 41 11% 22% 0 0 Total mom load 230 226 0 0 Air required (dm) 1 0 10 1 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. vi- wirlgl ts4 fn- 2018-Mar-051307:45 Right-Stite®Universal201818.0.11 RSU16877 Page rrertD C RHG - Elot 025 Sorrento C RHG - E.rtp Calc - Mf8 House faces: E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Coot, Winter Park FL 32792 Phone. (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopCoolirg corn License. CAC032444 Job: Sorrento C RHG Date: 03/05/2018 By: LF/RI/BP/AT/MC 1 Room name BED2 BED3 2 Exposed wall 25D It 25D Q 3 Room height 9A It heaftol 9A it heaftol 4 Room dimensions 135 x 115 It to x 164D It 5 Room area 1553 fF 164D W Ty Construction number U-value BwMF-+) Or HTM MWhIM Area (IF) or perimeter (R) Load Bwh) Area (" or perimeter (R) Load Btuh) Heat Cool Gross 1V/P/5 Heat Cool Gross NrPiS Heat Cool 6 W Vjl 12B-0sw 13A-4ots 4A5.2om 0.097 0.143 0-9W ne ne ne 253 3.73 1435 2.82 2.90 22.14 104 0 0 104 0 0 262 0 0 292 0 0 126 0 0 126 0 0 319 0 0 355 0 0 11 128-0sw 4AS-2om OD97 0550 se se 2.53 1435 2.82 21.42 0 0 0 0 0 0 0 0 99 15 84 2 213 215 237 321 4135.2Im 13AAOCS 1100 0.540 0.143 0390 se se se 14.09 3.73 10.18 21 M 2.90 1227 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y! L-D 128-09ry 4A5.2om 0.097 0550 sw sw 253 1435 2.82 21.42 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 485-2 M 0540 0.143 sw 9N 14.09 3.73 20BI 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2om 05W sw 1435 21.42 0 0 0 0 0 0 0 0TE 13A-4ocs 485.2f n 4BS-21M 0540 0540 sw sw 14D9 14.09 20A1 24A9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1213-09+v 0.097 rw 253 2.82 122 107 270 300 0 0 0 0 4A5.2om 485-2 m 0550 0540 rw nw 1435 14A9 22.14 2359 15 0 0 0 215 0 332 0 0 0 0 0 0 0 0 0 V! l--G 13A-4ors 4AS-2om 4A5-2omd 0.143 0550 0580 nw nw rw 3.73 1435 15.14 2.90 22.14 27.72 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0L--G R 12C-0sw OD91 238 151 0 0 0 0 0 0 0 0 f--0 11 DO 0390 n 10.18 1227 0 0 0 0 0 0 0 0 C 1613-30ad 0A32 0.84 1.76 155 155 130 273 164 164 137 288 F 19C-19cscp 0.049 0.44 031 0 0 0 0 99 99 44 31 F 22A•fpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 84 58 Envelope loss/gain 877 1281 928 1290 12 a) Infiltration 368 133 368 133 b) Room ventilation 0 0 0 0 13 Intemalgains: Occupants@ 230 1 230 1 230 Appliances/other 0 0 Subtotal (lines 6 to 13) 1245 1644 1296 1653 Less external load 0 0 0 0 lesstransler 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1245 1644 1296 1653 15 Ductloads 11% 22% I 369 11% 22°/- 144 371 Total room load 1383 2013 1440 2024 Air required (dm) I 1 0 91 1 0 92 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C -rw wrrightsoft- 2018-Mar-05130745 Rigt*-Sut98UNversa1201818.0.1i'RSU16877 Pagel rrerro C RHG - E1Lot 025 Sorrento C RHG - Ertp Calc - M18 House faoss• E wrightsoft• Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove CoLn Winer Pads, FL 32792 Phore. (407) 629 - 6920 Fax, (407) 629.9307 Web: www0reStopCoolirg com Lioerse, CAC032444 Job: Sorrento C RHG Date: 03/05/2018 By. LF/RI/BP/AT/MC 1 Room name TO12 BEN 2 Exposed wall 75 it 245 it 3 Room height 91) it heaVbool 9.0 It heat/cool 4 Room dimensions 6.0 x 6.0 R 1 A x 137.0 Q 5 Room area 36.0 fF 137.0 112 Ty Construction number U-value Btirh4 +) Or HTM BtuW Area (fP) or perimeter (it) Load Btuh) Area (Ili or perimeter (it) Load Bluh) Heat Cool Gross N/PiS Heat Cool Gross NAS Heat Cool 6 W 128.O9N 0.097 ne 2.53 2.82 14 14 34 38 0 0 0 0 yl C 13A-4os 4A5-2om 0.143 0550 ne ne 3.73 14.35 2.90 22.14 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 72B-0sw OA97 se 2.53 2.82 54 48 122 135 117 ill 281 313 11 4A5.2om 0550 se 14.35 21.42 0 0 0 0 0 0 0 0 IILLGGG^ 485-2fm O.540 se 14.09 21.90 6 1 85 131 6 1 85 131 t-D 13A-4ocs 71 D0 0.143 0390 se se 3.73 10.18 2.90 1227 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1213-09N 4A5-2om OD97 0550 sw sw 2.53 1435 2.82 21.42 0 0 0 0 0 0 0 0 104 15 89 2 224 215 249 321 485-2fm 0540 sw 14.09 20.81 0 0 0 0 0 0 0 0 0.143 9N 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2om 0550 sw 1435 21.42 0 0 0 0 0 0 0 0TE 13A-40rs 485-2trn 4B5-21M 0540 0540 sw 9N 14.09 14.09 20.81 24.09 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1213-0s6v 4A5-2om 0.097 0550 nw nw 253 1435 2.82 22.14 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 485-2fm 0540 nw 14.09 2359 0 0 0 0 0 0 0 0 13A-4os 4A5-2om 4A5.2omd 0.143 0550 0580 nw nw nw 3.73 1435 15.14 2.90 22.14 27.72 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R 12C•Osw 0.091 2.38 151 0 0 0 0 0 0 0 0 z 11 DO 0390 n 10.18 1227 0 0 0 0 0 0 0 0 C 168.30ad 0.032 0.84 1.76 36 36 30 63 137 137 114 241 F 19C-19a p 0.049 0.44 031 36 36 16 11 22 22 10 7 F 22A-Ipm 1.180 30.80 OAO 0 0 0 0 0 0 0 0 6 c) AED excursion 45 16 Envelope loss/gain 286 424 929 1279 12 a) Infiltration 110 40 361 130 b) Room ventilaton 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 0 Subtotal (lines 6 to 13) 397 464 1290 1639 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 98 541 14 Subtotal 397 464 1387 2179 151 ualows ll% 22% 44 104 11% 22% 154 489 Tolal room load 441 568 1541 2668 Air required (dm) 0 26 1 1 0 121 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. c -- wrigtilsof!- 2018-Mar-05 1307 45 emik - RigWSute®Uriversa12018180.11 RSW6877 Page rrerto C RHG - E%Lot 025 Sorreno C RHG - E.np Cale a MA House faces- E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Court, Winter Park FL 32792 P1nre• (407) 629 - 6920 Fax. (407) 629 - 9307 Web- ww 0naStopCoo6rgoom Lioerse. CAC032444 Job: Sorrento C RHG Date: 03/05/2018 By. LF/RI/BP/AT/MC 1 Room name LOFT STC2 2 Exposed well 12.0 ft 15.5 It 3 Room height 9.0 It heaHcool 9.0 It heaftol 4 Room dimensions t o x 191.0 It 4S x 11.0 Q 5 Room area 191.0 IF 495 W Ty Construction number U-value Btuh4F-+) Or HTM BWhAn Area (W) or perimeter (Il) Load Btuh) Area (W) or perimeter (tt) Load Btuh) Heat Cool Gross NrP/S Heat Cool Gross N/P/S Heat Cool 6 W yI 12B4Osw 13A-4ors OA97 0.143 ne ne 253 3.73 2.82 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L-G 4A5.2om OSW ne 14.35 22.14 0 0 0 0 0 0 0 0 yl 126-Osw 0.097 so 2.53 2.82 0 0 0 0 0 0 0 0 11 f 4A5.2om 0550 se 14.35 21.42 0 0 0 0 0 0 0 0 485-21m O.540 se 14.09 21.90 0 0 0 0 0 0 0 0 yl 13A-4ocs 0.143 se 3.73 2.90 0 0 0 0 0 0 0 0 L-D 11 DO 0.390 se 10.18 1227 0 0 0 0 0 0 0 0 yl C 128.09N 4A5.2om 0.097 0S50 sw sw 253 14.35 2.82 21.42 0 0 0 0 0 0 0 0 99 0 95 0 241 0 268 0 LL----G 4B5-2lm 13A-40cs O.540 0.143 sw 9w 14.09 3.73 20.81 2.90 0 0 0 0 0 0 0 0 4 0 1 0 56 0 83 0 4A5.2om 0550 Sw 14.35 21.42 0 0 0 0 0 0 0 0 4B5.21M 485-2101 O.540 0540 9w sw 14.09 14.09 20.81 24.09 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12B-09N OD97 rwu 2.53 2.82 108 104 263 293 41 41 103 114 4A5.2om 0.5W rtvv 14.35 22.14 0 0 0 0 0 0 0 0 485-21m O.540 rnv 14.09 2359 4 0 56 94 0 0 0 0 yl I G 13A-40rs 4A5-2om 4A5.2omd 0.143 0550 05W nw nw rwv 3.73 1435 15.14 2.90 22.14 27.72 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0L-f q 12C-Oav OD91 2.38 151 0 0 0 0 0 0 0 0 L-D 11 DO 0.390 n 10.18 1227 0 0 0 0 0 0 0 0 C 168.30ad OD32 0.84 1.76 191 191 160 336 50 50 41 87 F 19C-19cscp O.049 0.44 031 3 3 1 1 0 0 0 0 F 22A-tpm 1.180 30.80 ODD 0 0 0 0 0 0 0 0 6 c) AED excursion 26 17 Envelope loss/gain 480 750 441 569 12 a) Infiltration 177 64 228 82 b) Room venfilaton 0 0 0 0 13 Internal gains: Ooapanls @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 657 814 669 651 Less external load 0 0 0 0 Lesstranster 0 0 0 0 Redistribution 764 1187 669 651 14 Sublotai 1421 2002 0 0 15 Duct loads ll% 22'/0 157 4409 11% 22'/ 0 0 Total room load 1579 2450 0 0 Air required (dm) 0 111 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C }t wrri_gf tsoft' 2018-Mar-0513A7:45 Right-Suteeuriversal201818.0.11 RSU16877 Page rreno C RHG - E'Lot 025 Sorrento C RHG - E.np Calc - IAX House faces: E a- wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Court, Winer Park FL 32792 Phore. (407) 629 - 6920 Fax: (407) 629 - 9307 Web. wAwOneStopCoolirg oom License: CAC032444 Job: Sorrento C RHG Date: 03/05/2018 By: LF/RI/BP/AT/MC 1 Room name 2 Exposed Mall 0 It 45 f1 3 Room height 9.0 R heaV000l 9.0 Q heaftol 4 Room dimensions 25 x 3D Q 45 x 45 R 5 Room area 75 W 20.3 W Ty Construction U-value Or HTM Area (W) Load Area (" Load number BtuMR-9 BtithAM or perimeter (R) BWh) or perimeter (it) BtiJh) Heat Cool Gross NiPiS Heat Cool Gross NrP/S Heat Cool 6 W 12B•Os6v 0A97 ne 253 2.82 0 0 0 0 0 0 0 0 y/ 13A-4os 0.143 ne 3.73 2.90 0 0 0 0 0 0 0 0 G 4A5.2om 0550 ne 14.35 22.14 0 0 0 0 0 0 0 0 12134sw OD97 se 253 2.82 0 0 0 0 0 0 0 0 11 4A5-2om 0550 se 14.35 21.42 0 0 0 0 0 0 0 0 4B5-2lm 0S40 se 14.09 21.90 0 0 0 0 0 0 0 0 Vy 13A4oas 0.143 se 3.73 2.90 0 0 0 0 0 0 0 0 I-0 11 DO 0390 se 10.18 1227 0 0 0 0 0 0 0 0 1213-09w 4A5.2om 0A97 0550 9w met 2.53 1435 2.82 21.42 0 0 0 0 0 0 0 0 41 0 41 0 103 0 114 0 4B5-2lm 13A-40cs 0540 0.143 sw 9w 14.09 3.73 20.81 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2om 05% sw 14.35 21.42 0 0 0 0 0 0 0 0 485-21m 485.21M 0540 0540 sw 9w 14.09 14.09 20.81 24.09 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V J t-C 1213-09N 0.097 rtw 253 2.82 0 0 0 0 0 0 0 0 4A5.2om 0550 nw 1435 22.14 0 0 0 0 0 0 0 0 f 4B5-2lm 0540 nw 14.09 2359 0 0 0 0 0 0 0 0 13A-4ocs 4A5.2om 4A5.2omd 0.143 0550 05M r1w rtw rtw 3.73 14.35 15.14 2.90 22.14 27.72 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q 12C-Osry 0.091 238 151 0 0 0 0 0 0 0 0 11 DO 0.390 n 10.18 1227 0 0 0 0 0 0 0 0z C 16B-30ad 0A32 0.84 1.76 8 8 6 13 20 20 17 36 F 19C-19cscP 0.049 0.44 031 8 8 3 2 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 0 28 En%elupe lossrgarn 10 15 119 122 12 a) Infiltration 0 0 66 24 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 4 920 Applianoesiother 0 0 Subtotal (lines 6 to 13) 10 15 186 1066 Less emmalload 0 0 0 0 Less trarder 0 0 0 0 Redistribution 10 15 186 1066 14 Subtotal 0 0 0 0 15 Duct loads 1 11% 22% 0 0 11% 229% 0 0 Total room load I 0 0 0 0 Air required (dm) I 1 0 0 1 1 0 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. Fi- wrri4 ft - 2018-Mar-051307,45 Rrgh1- Sute®Uriversal2018 18.0.11 RSW6877 Page 10 rrerao C RHG - E1Lot 025 Sorrerao C RHG - E rup Calc a MJ8 House faces: E wrighttsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Court, Winter Park FL 32792 Phone- (407) 629 - 6920 Fax: (407) 629.9307 Web: wAwOreStopCooling oom License- CA0032444 Job: Sorrento C RHG Date: 03/OS/2018 By. LF/RI/BP/AT/MC 1 Room name BTH2 2 Etposed well 0 It 3 Room height 9.0 R heallcool 4 Room dimensions 6.0 x 55 n 5 Room area 33.0 IF Ty Construction U-value Or HTM Area (I119 Load Area Load number Btuhip- F) BMW or perimeter (it) Stith) or perimeter Heat Cool Gross N PiS Heat Cool Gross NINS Heat Cod 6 W 128.09w 0.097 ne 253 2.82 0 0 0 0 yl 13A-40cs 0.143 ne 3.73 2.90 0 0 0 0 I---( 4A5.2om 0550 no 14.35 22.14 0 0 0 0 1213-09N 0.097 se 253 2.82 0 0 0 0 11 4A5.2om 055D se 14.35 21.42 0 0 0 0 485-211n 0540 se 14A9 21.90 0 0 0 0 4 J 13A-flocs 0.143 se 3.73 2.90 0 0 0 0 t-D IIDO 0.390 se 10.18 1227 0 0 0 0 128. 09w 0.097 sw 253 2.82 0 0 0 0 4AS2om 0550 sw 14.35 21.42 0 0 0 0 465. 21m 13A- 4o6 0540 0. 143 sw sw 14. 09 3. 73 20. 81 2. 90 0 0 0 0 0 0 0 0 4A5- 2om 0-Sw sw 1435 21.42 0 0 0 0 485- 21m 0540 sw 14.09 2081 0 0 0 0 4B5- 21M 0.540 sw 14D9 24.09 0 0 0 0 1213- 0sw 0.097 rrw 2,53 2.82 0 0 0 0 4A5- 20m 0.550 nw 14.35 22.14 0 0 0 0 465. 21M 0540 r1w 14D9 2359 0 0 0 0 V I 13A-40cs 0.143 nw 3.73 2.90 0 0 0 0 4AS2om 0550 now 14.35 22.14 0 0 0 0 t-- f 4A5.2omd 05W rtw 15.14 27.72 0 0 0 0 12C- 0sw OD91 238 151 0 0 0 0 L-D 1100 0.390 n 10.18 1227 0 0 0 0 C 16&30ad 0.032 0.84 1.76 33 33 28 58 F 19C-19csp 0.049 0.44 031 27 27 12 8 F 22A-tpm 1.180 30SO 0.00 0 0 0 0 6 c) AED excursion 2 Enoelopelossown 40 65 12 a) Infiltration 0 0 b) Room ventilation 0 0 13 Inoemalgains: Occupants@ 230 0 0 Applianoesblher 0 Sublolal( firm 61013) 40 65 Less external load 0 0 Less transfer 0 0 Redistribution 3 4 14 Suftlal 42 69 15 Dud loads 1t% 22% 5 15 Total mm load 47 84 Air required (dm) 0 4 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t.- wrigtitsot't• 2018-Mar-0513,0745 Riga- SuteOUdversal2018 18.0.11 RSU16877 Page 11 rreroo C RHG - E1Lot 025 Sorrerto C RHG - E.rtp Calc - MA House faces, E Static Pressure and Friction Rate Job: Sorrento RHG wrightsoft• Date: 03/05/2018 Entire House By. LF/RI/GNAT/MC One Stop Cooling and Heating 7225 Sardscove Cou1, Wirier Park FL 32792 PYore: (407) 629.6920 Fax: (407) 629.9307 Web: vmwOr eStopCoolirg.00m Licerse: CAC032444 For: Park Square Homes 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 25 0 Measured length of trunk 31 0 Equivalent length of fittings 185 0 Total length 241 0 Total effective length 241 FrictionRate Heating Cooling in/100ft) in/100ft) Supply Ducts 0.141 OK 0.141 OK Return Ducts 0.141 OK 0.141 OK Fitting Equivalent LengthDetails supply 4X=35,11 A=20,11 J=15,11 G=5,11 G=5,11 G--5,11 G=5,11 M=20,11 G=5,11 G=5, 11 G=5,11 Gam, USR1=55: TotalEL=185 Return TotalEL=O C * wright soft" 2018-Mar-0513A7,46 I, .Ww•, Right-Su"Uriversal201818.0.11 RSU16877 page 1 ACCA ...rrerto C RHG - E\Lot 025 Sorrerto C RHG - Ertp Calc - M,18 House faces, E wrightsoft• Duct System Summary Entire House One Stop Cooling and Heating 7225 Sardsoove Coal Wirter Park FL 32792 Phore: (407) 629 - 6920 Fax. (407) 629 - 9307 Web: wwwOreStopCoolirg.com Lioerse. CAC032444 iLroject intormavon For: Park Square Homes FL External static pressure Pressurelosses Available static pressure Supply/return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.141 in/1001t 0 cfm 241 Job: Sorrento C RHG Date: 03/05/2018 By. LF/RVBP/AT/MC Cooling 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.141 in/100ft 1160 cfm Name Design Btuh) Htg cfm) Gig cfm) Design FR Diam in) H x W in) Duct Mal Actual Ln (ft) Ftg.Egv Ln (it) Trunk BED2 c 2013 0 91 0.225 6.0 Ox 0 VIFx 26.1 125.0 st6 SED3 c 2024 0 92 0.214 6.0 Ox 0 MR 24.1 135.0 st6 BED4 c 2668 0 121 0.233 6.0 Ox 0 VIFx 25.7 120.0 st6 BTH2 c 84 0 4 0.258 4.0 Ox 0 MR 16.7 115.0 st6 DINE c 919 0 42 0.167 5.0 Ox 0 VIFx 33.1 170.0 st5 GRT c 4890 0 222 0.157 8.0 Ox 0 MR 41.5 175.0 st5 Krr c 2122 0 96 0.177 7.0 Ox 0 VIFx 32.1 160.0 st4 LNDY c 1187 0 54 0.184 5.0 Ox0 VIFx 24.6 160.0 st4 LOF r-A c 2450 0 111 0.240 6.0 Ox 0 MR 21.6 120.0 st6 MBED c 4037 0 183 0.141 8.0 Ox 0 MR 56.2 185.0 st5 MBTH c 1203 0 55 0.145 5.0 Ox 0 VIFx 54.5 180.0 st5 MTOI c 44 0 2 0.151 4.0 Ox 0 VIFx 45.6 180.0 st5 MWIC.A c 226 0 10 0.149 4.0 Ox 0 VIFx 43.0 185.0 st5 PWDR c 1127 0 51 0.168 5.0 Ox 0 VIFx 37.1 165.0 st4 Top c 568 0 26 0.229 4.0 Ox0 MR 23.3 125.0 st6 wrightsoft" 2018-Mar-051307.46 W..•,... .. .. RigN-Sute8Udversa12018 1I8.0.11 RSU16877 page 1 ACCK ._rrerto C RHG - E1Lot 025 Sorrerto C RHG - E rtp Calc - MJ8 Horse laces- E Name Trunk Type Htg Cfm) Clg Cfm) Design FR Veloc rpm) Diam in) H x W in) Duct Material Trunk st4 PeakAVF 0 201 0.168 577 8.0 0 x 0 VinIFIX st3 st3 PeakAVF 0 201 0.168 256 12.0 0 x 0 VinIFIX st2 s12 PeakAVF 0 715 0.141 669 14.0 0 x 0 VinIFIX st1 st1 PeakAVF 0 1160 0.141 656 18.0 0 x 0 VinIFIX sty PeakAVF 0 514 0.141 654 12.0 0 x 0 VinIFIX st2 st6 PeakAVF 0 445 0.214 567 12.0 0 x 0 VinIFIX st1 Name Grille Size (in) Htg Cfm) Clg Cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mal Trunk rb1 Ox 0 0 1160 0 0 0 0 Ox 0 VIFx WPigghtsoft" 2018•M3r-05 t397.46 A . W •, Riga-Sute®Udversa120t818.0.11 RSU16877 Paget AiCk .-rrerto C RHG • E\Lot 025 So(rereo C RHG - EfLp Calc = MI8 Horse faces• E 10X6 52 cfm EF1 VTW Job #: Sorrento C RHG Performed by LF/RUBP/AT for: Park Square Homes Sanford, FL Level 1 One Stop Cooling and Heating 7225 Sandscove Court Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 wwwOneStopCool ng .00m DV VTW Scale:1 : 58 Page 1 Comfort Buider by Wrightsoft 18.0.10 RStJ30040 2018-Feb-0614:30:26 24X18 DIRECT 1160 cfm SUPPLY FLEX DIRECT TC AH U DAMPER 1-12" DAMPER 2 -14" BYPASS -12" Job #: Sorrento C RHG Performed by LF/RI/BP/AT for: Park Square Homes Sanford, R- Level 2 Sup Riser 12" One Stop Cooling and Heating 7225 Sandsoove Court Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 wwwOneStopCooi ng .00m Scale:1 : 58 Page 2 Comfort Buider by Wthtsoft 18.0.10 RSLI30040 2018-Feb-0614:30:26