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HomeMy WebLinkAbout2621 Flicker CvCITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: armi f / r1- / 7/5 Documented Construction Value: S Up Co 0 . OU Job Address: _'910 a% r j e' ir-i L i3yc Historic District: Yes No Parcel ID: i Residential. -Commercial Type of Work: Newl Addition Alteration Repair Demo Change of Use Move Description of Work: /'_ j e,C4:(i Plan Review Contact Person: Phone: Name Street: City, State Zip: S Fax: Email: W Title: Property Owner Information Phone: Resident of property? Contractor Information Name Phone: 313 -9/0-3 403. CA .93 -Q- Street: /D3 q _S iDP4/' RA- Fax: City, State Zip:-rnM 4., F% L l-3 State License No.: OL)5lyo? 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. 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: 51h Edition (2014) Florida Building Code Revised June 30, 2015 Peril 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. 7 Signature of Owner/Agent Date Firknature of ontractor/Agent Date Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Notary-Siatc of Florida Contractor/Agent is _ Produced ID Datereresa Maria Donahue COMMISSION IFF916778 EXPIRES October 23.2019 F www.AARoNNOTARY.COM Known to)Me or BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application 1 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 17-1715 5680 Documented Construction Value: $ Job Address: 2621 Flicker Cove Historic District: Yes No Parcel ID: Residential © Commercial Type of Work: New[] Addition Alteration Repair Demo Change of Use Move Description of Work: Plumbing new residential construction Marty Hall Plan Review Contact Person: Title: Comptroller 407-323-7515 407-323-8954 advantageplumbing@cfl.rr.com Phone: Fax: Email: Property Owner Information Name Park Square Phone: Street: City, State Zip: Resident of property? : Contractor Information Name Advantage Plumbing, Inc. Phone: 407-323-7515 PO Box 1117 - - 407-323-8954 Street: Fax: City, State Zip: n r ' 32State License No.: CF-0057881 Architect/ Engineer Informatic Name: Street: City, St, Zip: Bonding Company: Address: Phon Fax: E- mr 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: 5`h 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. 17 Signature of Owner/Agent Date ' Signature of Contractor/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 A Thomas Smith, President Print Contractor/Agent's Name I 1 1 7-20-17 ggignature of Notary- tate of FloridaofNotary- State Iof/F lorida MARTHA Y. HALL Commission # FF MR25 s+, = Expires February 1, 2020 an "i T— Fain Ma"M po-sasTwY Contractor/Agent is x 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: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Reviscd June 30, 2015 Permit Application r ~ Advantage Plumbing, Inc. Proposal Page No. 1 of 1 Page(s) Submitted To: Phone: I - Date: 5-25-17 Name: Park Square -Homes Job Name: Barcelona; Wyndham Preserve; REVISED 5200 Vineland Road, #200 Orlando, FL 32811' We hereby submit specifications and estimates for.-- 3 Water Closets, Sterling per spec, elongated. 5 Lavatories, owner provided. 1 kitchen Sink, owner provided. 1 Tub, Sterling PerForma. 1 Hot Water Heater, Bradford White electric, 50 gallon, with stand. 2 Showers with vinyl pans. 1 Laundry box. 1 Ice maker box. 2 Hose Bibbs. 1 Disposal, Badger V. Hookup owner provided dishwasher. Sewer and water service. Uponor water piping. Moen valves per spec. Sterling Lawson drop -in tub in master bath with Roman tub valve and thermostatic mixing valve. Bid less costs of all sinks and faucets. We hereby propose to furnish labor and materials - complete in accordance with the above specifications, for the sum of: Five thousand six hundred eighty dollars $5,680.00 with payment to be made as follows: 30% upon completion of rough in: 30% upon completion of tub set; 40% upon completion of trim All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. This proposal subject to acceptance within 30 days and is void thereafter at the option of the undersigned. Authorized Signature ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. ACCEPTED: Signature Date PO BOX 1117 - SANFORD, FL 32772 - P (407) 323-7515 - F (407) 323-8954 ADVANTAGEPLUMBING@CFL.RR.COM i CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1 "7" / 7 / S 2`b Documented Construction Value: $ Job Address: 2621 Flicker Cove, Sanford 32771 (Lot 113) Historic District: Yes No Parcel ID: Parent 17203150100000010 Residential © Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Plan Review Contact Person: Michelle Parkison Title: Permitting Manager Phone:407-529-3135 Fax: Email: mparkison a-parksguarehomes.com Property Owner Information Name Park Square Enterprises LLC Phone: 407-529-3000 Street: 5200 Vineland Rd Suite 200 City, State Zip: Orlando, FL 32811 Resident of property? : 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 Name: Eng. / Don Bolden Eng. Phone; Arch./ 250 N. Wymore Rd. Suite B Winter Park FL 32789 Street: Eng./ PO Box 530783, Debary FL 32753 Fax: _ City, St, Zip: Bonding Company: Address: E-mail: Arch. 407-629-6711 Ena. 386-668-7606 Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 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: 51h Edition (2014) Florida Building Code Revised. June 30, 2015 .&$ t343 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. D6ok, Signature o Owner Agent j Date vw Print Owner/Agent' ame k talel 1 Si4awfe of Notary -State of Florida Date Owner/ Agent is tl Personally Known to Me or Produced ID Type of ID MICHELLEPARKISON MY COMMISSION # FF 063452 EXPIRES: October 30, 2017 ShvContractor/ Agent is Produced ID PAI Personally Known to Me or Type of ID 1••• BondodThruNotary PubllcUndenrrtters BELOW IS FOR OFFICE USE ONL NY y y MICHELLEPARKISON 4 °": MY COMMISSION # FF 063452 o EXPIRES: October 30, 2017 Bonded Thru Notary Publlc Underwriters Permits Required: Building R Electrical Rf Mechanical E[ Plumbing[g Gas Roof Construction Type: 46 Occupancy Use: 1'.3 Flood Zone: )C A-1" I'4 H Total Sq Ft of Bldg: 3o8&A Min. Occupancy Load: o # of Stories: 2- New Construction: Electric - # of Amps Zoo Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No [?4 # of Heads APPROVALS: ZONIN L2,1/11 UTILITIES: COMMENTS: ENGINEERING: FIRE: Z 1 Fire Alarm Permit: Yes No WASTE WATER: Ok to construct Single Family home with setbacks and u _impervious area shown on plan. q.219 -IMP Z413 &rcel( x a, Ftev. C , 0Qra3e A8t'f' BUILDING: C,. 3p' l Revised June 30, 2015 Permit Application r a6^"rtk PLO I CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ Job Address: 2621 Flicker Cove, Sanford 32771 -(Lot 113) Historic District: Yes No Parcel ID: Parent 17203150100000010 Residential © Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: Construction of new sin residence Plan Review Contact Person: Michelle Parkison Title: Permitting Manager Phone:407-529-3135 Fax: Name Park Square Enterprises LLC Street: 5200 Vineland Rd Suite 200 City, State Zip: Orlando, FL 32811 Email: mparkisonC parksquare homes. com Property Owner Information Phone: 407-529-3000 Resident of property? : No Contractor Information Name Park Square Homes/ Vishaal Gupta Street: 5200 Vineland Rd Suite 200 City, State Zip: Orlando, FL 32811 Phone: 407-529-3000 Fax: 407-529-3001 State License No.: CRC1330351 Architect/ Engineer Information Arch. / MJS Home Designs 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: 51h 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. Owner/Agent isy Personally Known to Me or Produced ID Type of ID Y+;••; MICHELLE PARKISON MY COMMISSION # FF 063452 EXPIRES: October30,2017 o, f! , 1' Bondod Thru Notary Public Underxrlten BELOW IS Contractor/ Agent is Produced ID R OFFICE I onally Known to Me or Type of ID yi y, MICHELLE PARKISON MY COMMISSION # FF 063452 EXPIRES: October 30, 2017 1!%\ •'• Banded Thru Notary Public Undar.dlen Permits Required:' Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: / 39'/? -/7 WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE PARK SQUARE HOMES SFR-DETACHED Permit # 17-1715 Address: 2621 Flicker Cove BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Prepour 20 Lintel / Tie Beam / Fill / Down -Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection - 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence ELECTRICAL PERMIT Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final PLUMBING PERMIT Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 City of Sanford Building and Fire Prevention Division 300 N. Park Ave Sanford, FL 32772 2017 Residential Permit Fee Calculation Form Effective February 2017 - August 2017 BP# 17-1715 2621 Flicker Cove Type of Construction: VB SQUARE FOOTAGE OF RESIDENCE LESS GARAGE: 1 2629 square feet SQUARE FOOTAGE OF GARAGE ONLY: I 455 square feet SQUARE FOOTAGE OF GARAGE AND RESIDENCE: I 3084 square feet Dollar Valuation of Work: $319,827.51 State Fee: Permit Fee Application Fee: Plan Review Fee: Total Building Permit Fees 97.90 2,278.80 25.00 959.48 3,361.18 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Michelle Parkison Firm: Park Square Homes Address: 5200 Vineland Road, Suite 200 City: Orlando State: FL Zip Code: 32811 Phone: 407-529-3135 Fax: Email: mparkison@parksquarehomes.com Property Address: 2621 Flicker Cove Property Owner: Park Square Enterprises, LLC Parcel identification Number: Not Available - Model Home 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: NSA FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 17-1715 Reviewed by: Michael Cash, CFM Date: June 26, 2017 1 Application for Paved Driveway, Sidewalk orIWalkwayIncludingRight -of -Way Use & g 9 Y tLID q Landscaping in Right -of -Way. www.sanfordn.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or e 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 Know what% below. size and location of the existing right—of-way and use shall be provided or application could be delayed. Call before you dig. Project Location/Address: 2621 Flicker Cove, Sanford FL 32771 lot 113) 2. Proposed Activity: X Driveway Walkway Other: 3. Schedule of Work: Start Date 4. Brief Description of Work: Construction of new Completion Date for new single family residence This application Property Owner: Signature: Address: 5200 Vineland Rd Suite 100 Orlando, FL 32811 Phone: (407) 529-3135 Fax Print Name: Vishaal Gupta ElEmergency Repairs Email: mparkison@parksquarehomes.com Date: 06/26/2017 Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installationlimprovement fully restoring the nght-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the nght-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have real and Signature: 1 ` above statement and by signing this application I agree to its terms. Date: 06/26/2017 , This permit shall be posted on the site during construction. Please call407-. 086 24 hours In advance to schedule a pre -pour inspection. 46-7 - 688- 514$ 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: Z 2o 17 Date: November 2015 ROW Use Dnveway pdf LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: D/o I hereby name and an agent of: oP;--1,< 5 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): 8 The specificpen-nit and appli ation for work to ated at: 11 Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: State License Number: Signature of License H STATE OF FLO IDA `" V COUNTY OF 6i'V V4 T The foregoing inst en was a kno I dgedLLbefore me this day of V y `le 20f/7 , by /5 Q2 /ti who isrsonally known to me or who has produced If identification and who did (did not) take n aL,:=_ Sig ture Notary Sea]) Print or type name y•., MICHELLE PARKISON NotaryPublic - State of MY COMMISSION # FF 063452 EXPIRES: October 30, 2017 Commission No. Olo 3y5 a 51 ' BondodThruNoto PublICUnderwrltoro M Commission Expires: •-toi-iNotaryypto ..,fJ Rev. 08.12) as 14 CERTIFICATE OF LIABILITY INSURANCE FDATE (MMIDD/YYYI') 6/l/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Brown 6 Brown of Florida, Inc. NAMTACT Julie Kwack PHONE (407) 660-8282 FAC No: (407)660-2012 AnnRRE jkwackQbborlando.com2290LucienWay INSURERS AFFORDING COVERAGE NAIC 1fSuite400 INSURERA:United Specialty Insurance Co. Maitland FL 32751 INSURED INSURERB:Travelers Casualty Co. 41769 INSURER CAmerisure Mutual Insurance Cc 23396ParkSquareEnterprises, LLC, DBA: Park Square Homes INSURER DNavigators Specialty Insurance5200VinelandRoad, Suite 200 INSURER E : INSURER F. Orlando FL 32811 COVERAGES CERTIFICATE NUMBER:CL1753111504 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRLTR TYPE OF INSURANCEADDLISUBRI POLICY NUMBER POLICY EFF MMIDD(MMIDDrYYYYI POLICY EXP LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE 1,000,000 A CLAIMS -MADE OOCCUR DAMAGE To PREMISES N 300,000 MED EXP (Any one person) ExcludedATNNTL17104106/1/2017 6/1/2018 PERSONAL S ADV INJURY 1,000,000 GENL AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE 2,000,000 POLICY [K] JEC LOC PRODUCTS - COMP/OP AGG S 2,000,000 BI / PD adNor Personal 8 AdOTHER AUTOMOBILE LIABILITY COEaaMBINEDccident SINGLE LIMIT 1,000,000 BODILY INJURY (Per person) BZANYAUTOALL OWNED SCHEDULED AUTOSAUTOS BA- BB637451-17-SEL 6/1/2017 6/1/2018 BODILY INJURY (Per accident) PROPERTY DAMAGE Per accident NO OWNED HIRED AUTOS PIP - Basic 10,000 UMBRELLA UAB HCLAIMS-MADE OCCUR EACH OCCURRENCE S 5,000,000 AGGREGATE 5,000,000 AFXEXCESSLIABBM743932DED I % RETENTIONS 0 6/1/2017 6/1/2018 C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED? N Mandatory in NH) NIA WC2105269 6/1/2017 6/1/2018 E PER OTH- STAT TE ER E. L.EACH ACCIDENT 1,000,000 E. L DISEASE - EA EMPLOYEE 1,000,000 If yes, describe under DESCRIPTION OF OPERATIONS below E L DISEASE -POLICY LIMIT S 1,000,000 A Excess Liability BUN1710005 6/1/2017 6/1/2018 Each Occurrence $4,000,000 41A xs of $5M Aggregate $4,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space Is required) Exess Liability - $5M XS of $9M Carrier: Navigators Specialty Insurance Company Policy $: IS17EXC810641IC Effective: 6/l/2017 to 6/1/2018 Limits: Each Occurence or Event - $5,000,000 CERTIFICATE HOLDER CANCELLATION City of Sanford P. O. Box 1788 Sanford, FL 32772-1788 ACORD 25 (2014/01) INS025 r2m4m) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE D' Avanzo, CPCU, CPA 1988- 2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD M Additional Named Insureds Other Named Insureds East Red Bug Road Development LLC Limited Liability Company, Additional Named Insured Park Square Dellagio, LLC Limited Liability Company, Additional Named Insured Park Square Enterprises, Inc. Corporation, Additional Named Insured Park Square Homes Doing Business As OFAPPINF (02/2007) COPYRIGHT 2007, AMS SERVICES INC COMMENTS/REMARKS General Aggregate - $5,000,000 Products Completed Operations Aggregate - $5,000,000 Inland Marine Carrier: Amerisure Mutual Insurance Company Policy #: IM2105271 Effective: 6/1/2017 to 6/1/2018 Limit: Rented/Leased Equipment - $40,000 Max Limit Any One Item Deductible: 1,000 per Occurrence n I OFREMARK COPYRIGHT 2000, AMS SERVICES INC. ' STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD VX 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 GUPTA„ VISHAAL S PARK SQUARE HOMES 5200 VINEL AND ROAD SUITE 200 ORLANDO FL 32811 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairty. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida_ , and congratulations on your new licensel . y - -STATE OF DEPART,M PROEESS. CRC1330351 CERTIFIED RESIDEN' GUPTA, VISHAAI; ',0! PARK SQUARE.'HOME 850) 487-1395 RIDA- - OF;BUSINESS AND L REGULATION SUED 07/28/2016 f IS CERTIFIED underAhe-provisions of Ch.4_89.FS. Expratan date: AUG' 31; 2018 I_1607280002100 DETACH HERE RICK SCOTT, GOVERNOR _ KEN LAWSON, SECRETARY STATE OF FLORIDA' , DEPARTMENT,OF_BUSINESS AND PROFESSIONAL REGULATION, ti - i _ _ - CONSTRUCTION INDUSTRY, LICENSING BOARD` C ' 1330351-f w w c+ M - The RESIDENTIAL CONTRACTOR- -- Named below IS_CERTIFIED- _ U6d6r t-he'p orvisions,of Chapter489ES._ Expiratiori date: AUG 31, 2018= _ - " GUPTA, VISHAALS ti_ ` • 1-! (PARK-SQUARE,HOMES J ` fii5200_VIrNj ROAD'` SUITE'20.0 _ r— ORIAND 1EL'3281;1 ~ -r++r ISSUED: 07/28/2016 DISPLAY AS REQUIRED BY LAW SECT # L1607280002100 THIS INSTRUMENT PREPARED BY: Name: Michelle Parkison Address: 5200 Vineland Road Suite 200 Orlando, Florida 32811 NOTICE OF COMMENCEMENT Permit Number: 17-1715 Parcel ID Number. 17-20-31-501-0000-1130 Ifni iilii 8illi 1111 I f lllf 11 1 G1; +h{ i rlAl_ITr OEMIriOL.E= COUh11 Y GI EW OF CTF•:C:U11 COURT' & C:01IFTROLLER 6K 8951 Pa iJJ-1 (jp- s) CLERK'S* 2017070393 11i: ?1:23 f)11 J t:ti ;1•.;111111 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) Lot 113 Wyndham Preserve Plat Book 81 / Pages 93-102 2621 Flicker Cove, 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: Brisson Inv LLC 27 N Summerlin Ave, Orlando, FL 32801 Interest in property: Fee Simple Fee Simple Title Holder (if other than owner listed above) Name: Address: CONTRACTOR: Name: Park Square Homes Phone Number: 407-529-3000 Address: 5200 Vineland Road Suite 200 Orlando, Florida 32811 SURETY (If applicable, a copy of the payment bond is attached): Name: N/A Address: N/A Amount of Bond: N/A LENDER: Name: Phone Number: Address: 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)7., 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 BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. vL (,IC- NI•t/t Rr^ (1 t l qi ja_w'ej, of or L4jee, or owners or Lessee's uzi I (Print Name and Provide Signatory s Title/Office) State of E to ( ed County of '-f The foregoin instrumment was acknowledged befo a me this i day of 20 by 0, C=ll Cf t \ / Who Is personally known to me 13 OR Nerve of per" mawng statement who has produced Identification 0 type of identification produced: JUDITH K COMBS MY COMMISSION > GG100520 EXPIRES May 10, 2021 M o H COUNTY OF SEMINOLE - 2 } IMPACT FEE STATEMENT J q U ` I STATEMENT NUMBER: 17100004 DATE: July 13, P2017 IT 1-p BUILDING APPLICATION #: 17-10000436 BUILDING PERMIT NUMBER: 17-10000436 UNIT ADDRESS: FLICKER CV 2621 ' TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: OWNER NAME: ADDRESS: 17-20-31-501-0000-0010 PARCEL: TRACT: BLOCK: LOT: APPLICANT NAME: PARK SQUARE HOMES ADDRESS: 5200 VINELAND RD SUITE 100 ORLANDO FL 32811 LAND USE: SFR MODEL W/TEMP PID TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2621 FLICKER CV / SFR MODEL HOME WYNDHAM PRESERVE FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing 00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 1.000 dwl unit 54.00 SCHOOLS Single Family CO -WIDE ORD Housing 5,000.00 1.000 dwl unit 5,000.00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759,00 STATEMENT J 1'7C i' RECEIVEDBY: SIGNATURE: PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** i c c P DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT'OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356: PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE SOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. FORM R405-2014 RECORD COPY FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot113WyndhamPreserve2392Barcelona Builder Name: PARK SQUARE HOMES Street: 2621 Flicker Cove Permit Office: # 1 7 _ ' 7 1 5nSANFORDCity, State, Zip: FL, Permit Number:f 1Owner: Jurisdiction: 691000 Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types (2939.0 sqft.) Insulation a 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=11.0 1539.00 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 1190.00 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 210.00 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types (1578.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1530.00 ft2 6. Conditioned floor area above grade (ft2) 2413 b. Knee Wall (Vented) R=19.0 48.00 ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(313.4 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 478.4 a. U-Factor: Dbl, U=0.32 249.42 ft2 SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.52 64.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 41.0 SEER:16.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 41.0 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 2.600 ft. Area Weighted Average SHGC: 0.296 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1366.0 sqft.) Insulation Area EF: 0.940 a. Slab -On -Grade Edge Insulation R=0.0 1186.00 ft2 b. Conservation features b. Floor over Garage R=13.0 174.00 ft2 None c. other (see details) R= 6.00 ft2 15. Credits Pstat Glass/Floor Area: 0.130 Total Proposed Modified Loads: 72.70 PASSTotalBaselineLoads: 76.08 1 hereby certify that the plans and specifications covered by Review of the plans and 111E SrAp this calculation are in compliance with the Florida Energy specifications covered by this,0, Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: Before construction is completed DATE: 06/29/201.7 Spencer_Renner this building will be inspected for_ o a compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. COD WIE S¢ OWNER/AGENT: BUILDING OFFICIAL: r DATE: 06/29/17 DATE: CC,• 90 Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 6/29/2017 3:44 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: Lot113WyndhamPreserve239 Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2413 Lot # Owner: Total Stories: 2 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: PARK SQUARE HOMES Rotate Angle: 0 Street: 2621 Flicker Cove Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691000 Whole House Fan: No City, State, Zip: Family Type: Single-family FL , New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO_SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2413 22199.6 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2413 22199.6 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor Main 6 ft2 13 0 0 1 2 Floor over Garage Main 174 ft2 13 0.5 0 0.5 3 Slab -On -Grade Edge Insulatio Main 149.8 ft 1186 ft2 0.39 0 0.61 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V/ # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1711 ft2 384 ft2 Medium 0.85 N 0.85 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1530 ft2 N N 6/29/2017 3:44 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1530 ft2 0.11 Wood 2 Knee Wall (Vented) Main 19 Batt 48 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt To Wall Type Space 1 N Exterior Frame Wood Main 11 30 6 9 0 274.5 ft2 0 0.23 0.6 0 2 N Exterior Concrete Block - Int Insul Main 4.1 8 0 9 4 74.7 ft2 0 0 0.6 0 3 W Exterior Frame - Wood Main 11 55 0 9 0 495.0 ft2 0 0.23 0.6 0 4 W Exterior Concrete Block - Int Insul Main 4.1 44 6 9 4 415.3 ft2 0 0 0.6 0 5 S Exterior Frame - Wood Main 11 30 6 9 0 274.5 ft2 0 0.23 0.6 0 6 S Exterior Concrete Block - Int Insul Main 4.1 30 6 9 4 284.7 ft2 0 0 0.6 0 7 E Exterior Frame - Wood Main 11 55 0 9 0 495.0 ft2 0 0.23 0.6 0 8 E Exterior Concrete Block - Int Insul Main 4.1 44 6 9 4 415.3 ft2 0 0 0.6 0 9 Garage Frame - Wood Main 11 22 6 9 4 210.0 ft2 0 0.23 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Insulated Main None 6 3 8 24 ft2 2 Wood Main 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 Area Depth Separation Int Shade Screening 1 n 1 Vinyl Low-E Double Yes 0.32 0.29 4.0 ft2 1 ft 0 in 0 ft 10 in Drapes/blinds None 2 n 1 Vinyl Low-E Double Yes 0.32 0.29 12.0 ft2 1 ft 0 in 0 ft 10 in Drapes/blinds None 3 n 1 Vinyl Low-E Double Yes 0.32 0.29 15.0 ft2 1 ft 0 in Oft 10 in Drapes/blinds Exterior 5 4 W 3 Vinyl Low-E Double Yes 0.32 0.29 30.0 ft2 1 ft 0 in 0 ft 10 in None Exterior 5 5 W 3 Vinyl Low-E Double Yes 0.32 0.29 15.0 ft2 1 ft 0 in 0 ft 10 in Drapes/blinds Exterior 5 6 W 4 Vinyl Low-E Double Yes 0.32 0.29 30.0 ft2 1 ft 0 in 11 ft 4 in None Exterior 5 7 W 4 Vinyl Low-E Double Yes 0.32 0.29 4.0 ft2 1 ft 0 in 11 ft 4 in Drapes/blinds None 8 W 4 Vinyl Low-E Double Yes 0.32 0.29 15.4 ft2 1 ft 0 in 11 ft 4 in Drapes/blinds Exterior 5 9 s 5 Vinyl Low-E Double Yes 0.32 0.29 30.0 ft2 1 ft 0 in 0 ft 10 in None Exterior 5 10 s 6 Metal Low-E Double Yes 0.52 0.32 64.0 ft2 8 ft 4 in 0 ft 4 in None None 11 s 6 Vinyl Low-E Double Yes 0.32 0.29 30.0 ft2 1 ft 0 in 0 ft 10 in Drapes/blinds Exterior 5 12 E 7 Vinyl Low-E Double Yes 0.32 0.29 15.0 ft2 1 ft 0 in 0 ft 10 in None Exterior 5 13 E 7 Vinyl Low-E Double Yes 0.32 0.29 30.0 ft2 1 ft 0 in 0 ft 10 in Drapes/blinds Exterior 5 14 E 8 Vinyl Low-E Double Yes 0.32 0.29 4.0 ft2 9 ft 0 in 1 ft 6 in None None 15 E 8 Vinyl Low-E Double Yes 0.32 0.29 15.0 ft2 1 ft 0 in 11 ft 4 in Drapes/blinds Exterior 5 6/29/2017 3:44 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 455 ft2 455 ft2 64 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000292 1850 101.56 191 .2627 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:9 41 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 16 41 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.94 50 gal 62.3 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # 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 6 478.4 ft Attic 119.6 It Default Leakage Main (Default) (Default) 1 1 6/29/2017 3:44 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan HeatinJan HFeb Feb Mar Mar dA r Apr May MayJun Jun Jul Jul Au AugX] Se SepOct Oct Nov Nov Dec X Dec Venting Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 6/ 29/2017 3:44 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 ENERGY PERFORMANCE LEVEL EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* 96 The lower the EnergyPerformance Index, the more efficient the home. 2621 Flicker Cove, Sanford, , FL, 32771 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=11.0 1539.00 ftz b. Concrete Block - Int Insul, Exterior R=4.1 1190.00 ftz 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 210.00 ftz 4. Number of Bedrooms 4 d. N/A R= ftz 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1530.00 ftz 6. Conditioned floor area (ftz) 2413 b. Knee Wall (Vented) R=19.0 48.00 ftz 7. Windows" Description Area c. R= ftz a. U-Factor: Dbl, U=0.32 249.42 ftz 11 •Ductcts a. Sup: Attic, Ret: Attic, AH: Main R ftz 6 478.4 SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.52 64.00 ftz SHGC: SHGC=0.32 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ftz a. Central Unit 41.0 SEER:16.00 SHGC: d. U-Factor: N/A ftz 13. Heating systems kBtu/hr EfficiencySHGC: a. Electric Heat Pump 41.0 HSPF:9.00 Area Weighted Average Overhang Depth: 2.600 ft. Area Weighted Average SHGC: 0.296 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallonsEF: a. Slab -On -Grade Edge Insulation R=0.0 1186.00 ftz a. Electric 0.94 b. Floor over Garage R=13.0 174.00 ftz c. other (see details) R= 6.00 ftz b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: i 2u.%Gv 26LILCL Date 06/29/17 Address of New Home: 2621 Flicker Cove, Sanford City/FL Zip: 32771 oF TINE Srgr O fill • „ o DU w6 J Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 6/29/2017 3:44 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot113WyndhamPreserve2392Barcelona Builder Name: PARK SQUARE HOMES Street: 2621 Flicker Cove Permit Office: City, State, Zip: FL, Permit Number: Owner: Jurisdiction: 691000 Design Location: FL, Sanford COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall b6 aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 5/24/2017 2:00 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (1 page) and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). Energy Performance Level (EPL) Display Card (one page) Mandatory Requirements(three pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report(usually one page) If Form R405 duct leakage type indicates anything other than 'default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® - USRCSB v5.1 5/24/2017 1:59:31 PM Page 1 of 1 DELAIR Manual S Compliance Report immm • = cu1,o Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR COM For: PARK SQUARE HOMES FL Design Conditions Job: LOT 113 WYNDHAM PRE... Date: 05.24.17 By: SIR Outdoor design DB: 92.5OF Sensible gain: 30260 Btuh Entering coil DB: 76.4°F Outdoor design WB: 76.2°F Latent gain: 5125 Btuh Entering coil WB: 63.2°F Indoor design DB: 75.0°F Total gain: 35385 Btuh Indoor RH: 50% Estimated airflow: 1367 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Trane Model: 4TWR6042H1+TEM6AOC42H41++TDR Actual airflow: 1367 cfm Sensible capacity: 32943 Btuh 109% of load Latent capacity: 6581 Btuh 128% of load Total capacity: 39524 Btuh 112% of load SHR: 83% Heating Equipment Design Conditions Outdoor design DB: 42.3OF Heat loss: 28537 Btuh Entering coil DB: 69.5°F Indoor design DB: 70.0 OF Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Trane Model: 4TWR6042H1+TEM6AOC42H41++TDR Actual airflow: 1367 cfm Output capacity: 34189 Btuh 120% of load Capacity balance: 34 °F Supplemental heat required: 0 - Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1367 cfm Output capacity: 8.5 kW 101% of load Temp. rise: 50 `F Meets are all requirements of ACCA Manual S. f1tSOft' 2017-Jun-2915.42:23 Wrl 9 Right-Swte® Universal 2017 17 0.16 RSU24009 Page 1 MCA...odelHome\Lot113WyndhamPreserve2392Barcelona.rup Calc = MJ8 House faces N 1 DEL -AIR Component Constructions Job: LOT 113 WMDHAM PRE... M Date: 05.24.17 FRUM •AMC0111MORM Entire House By: SIR DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web WWW DEL -AIR COM 2 For: PARK SQUARE HOMES FL Location: Indoor: Heating Cooling Orlando/Jetport, FL, US Indoor temperature (IF) 70 75 Elevation: 105 ft Design TD (OF) 28 18 Latitude: 28 N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8 Dry bulb (T) 42 93 Infiltration: Daily range (OF) - 16 ( M) Method Simplified Wet bulb (T) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain fl' Btuh/ft'-'F ft'- IF/Btu h Btuh/ft' Btuh Bfuh/ft' Btu Walls 1213-0sw: Frm wall, stucco ext, r-11 cav ins, 1/2" gypsum board int n 244 0.097 11.0 2.69 654 2.76 672 fnsh, 2"x4" wood frm, 16" o.c. stud a 450 0.097 11.0 2.69 1209 2.76 1242 s 245 0.097 11.0 2.69 657 2.76 675 W 450 0.097 11.0 2.69 1209 2.76 1242 all 1388 0.097 11.0 2.69 3729 2.76 3830 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum n 51 0.201 0 5.57 282 4.37 221 board int fish a 396 0.201 0 5.57 2206 4.37 1732 s 191 0.201 0 5.57 1061 4.37 833 W 366 0.201 0 5.57 2036 4.37 1599 t all 1003 0.201 0 5.57 5585 4.37 4386 16B-19ad: Knee wall, asphalt shingles roof mat, r-19 kw ins, 112" n 32 0.049 19.0 1.36 43 2.66 85 gypsum board int fnsh Partitions 126-0sw: Frm wall, stucco ext, r-11 cav ins, 2"x4" wood frm, 16" o.c stud Windows 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 It overhang (2 ft window ht, 0.83 ft sep.); 6.67 It head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 It overhang (3 It window ht, 0:83 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, In 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 It e overhang (5 ft window ht, 0.83 ft sep.); 6.67 ft head ht s W all 2A-2ov: 2 glazing, clr low-e outr, air gas, vni frm mat, clr innr, 1/4" gap, e 1/8" thk; NFRC rated (SHGC=0.29); 1 It overhang (5 ft window ht, 0.83 s ft sep.); 6.67 ft head ht W all 189 0.097 11.0 4 0.320 0 12 0.320 0 2.69 507 1.75 330 8.86 35 9.93 40 8.86 106 9.93 119 15 0.320 0 8.86 133 9.93 149 30 0.320 0 8.86 266 28.4 853 30 0.320 0 8.86 266 10.1 302 15 0.320 0 8.86 133 28.4 427 90 0.320 0 8.86 798 19.2 1730 15 0.320 0 8.86 133 33.5 502 30 0.320 0 8.86 266 11.8 354 30 0.320 0 8.86 266 33.5 1004 75 0.320 0 8.86 665 24.8 1859 14C - + wri htsoft• 2017-Jun-29 15: age 19Right -Suite® Universal 2017 17.0 16 RSU24009 Page odelHome\Lo1113WyndhamPreserve2392Barcelona rup Calc = MJ8 House faces. N 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl firm mat, clr innr, 1/4" gap, e 4 0.320 0 8.86 35 11.7 47 1/8" thk; NFRC rated (SHGC=0.29); 9 ft overhang (2 ft window ht, 1.5 It sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl firm mat, clr innr, 1/4" gap, a 15 0.320 0 8.86 133 28.4 427 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft w 15 0.320 0 8.86 137 28.4 438 overhang (5 ft window ht, 11.33 It sep.), 6.67 ft head ht all 30 0.320 0 8.86 270 28.4 865 2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, s 64 0.520 0 14.4 922 15.8 1011 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32); 8.33 ft overhang (8 ft window ht, 0.33 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, w 30 0.320 0 8.86 266 33.5 1004 1/8" thk; NFRC rated (SHGC=0.29); 1 ft overhang (5 ft window ht, 11.33 ft sep.); 6.67 It head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl firm mat, clr innr, 1/4" gap, w 4 0.320 0 8.86 35 28.4 114 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 It overhang (2 It window ht, 11.33 ft sep.); 6.67 It head ht Doors 11JO: Door, mtl fbrgl type in 24 0.600 6.3 16.6 399 18.5 444 11 DO: Door, wd sc type in 21 0.390 0 10.8 230 12.0 257 Ceilings 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 112" 1530 0.032 30.0 0.89 1356 1.74 2660 gypsum board int fnsh i Floors 19C-13cscp: Fir floor, firm fir, 6" thkns, carpet fir fnsh, r-13 cav ins, 6 0.065 24.0 0.51 3 0.32 2 tight crwl ovr, r-11 wall insul 20P-13c: Flr floor, firm fir, 6" thkns, carpet fir fnsh, r-13 cav ins, gar ovr 174 0.068 13.0 1.88 328 0.98 170 22A-tpl: Bg floor, light dry soil, on grade depth 150 0.989 0 27.4 4103 0 0 C 1'1 ht5oft• 2017-Jun-29 15 42 23 9 Right-Suile® Universal 2017 17 0 16 RSU24009 Page 2 W odelHome\Lotll3WyndhamPreserve2392Barcelona.rup Calc = MJ8 House faces: N Project Summary Job: LOT 113 VVYNDHAM PRE` DEL-AIR ... Date: 05.24.17 11111111 CONOMOKM Entire House By: SIR DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone.407-333-2665 Fax.407-333-3853 Web: WWW DEL-AIR.COM For: PARK SQUARE HOMES FL Notes: Weather Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 24234 Btuh Ducts 4303 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 28537 Btuh Infiltration Method Construction quality Fireplaces Orlando/Jetport, FL, US Simplified Average Heating Cooling Area (ft2 241 241g Volume (ft3) 23226 23226 Air changes/hour 0.41 0.21 Equiv. AVF (cfm) 159 81 Heating Equipment Summary Make Trane Trade TRANE Model 4TW R6042H 1 AHRI ref 7563302 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 34 °F B k 9 HSPF 39000 Btuh @ 47°F 26 OF 1367 cfm 0.048 • cfm/Btuh 0.20 in H2O ac up. Input = 8 kW, Output = 28938 Btuh, 100 AFUE Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 `F Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Sensible Cooling Equipment Load Sizing Structure 24062 Btuh Ducts 6198 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 30260 Btuh Latent Cooling Equipment Load Sizing Structure 3521 Btuh Ducts 1604 Btuh Central vent (0 cfm) 0 Btuh gone) Equipment latent load 5125 Btuh Equipment total load 35385 Btuh Req. total capacity at 0.75 SHR 3.4 ton Cooling Equipment Summary Make Trane Trade TRANE Cond 4TWR6042H1 Coil TEM6AOC42H41++TDR AHRI ref 7563302 Efficiency 13.0 EER, 16 SEER Sensible cooling 30750 Btuh Latent cooling 10250 Btuh Total cooling 41000 Btuh Actual air flow 1367 cfm Air flow factor 0.045 cfm/Btuh Static pressure 0.20 in H2O Load sensible heat ratio 0.86 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 1 F1tSOft' 2017-Jun-29 15.42 23Wr A 9 Right -Suite® Universal 2017 17.0.16 RSU24009 Page 1 odelHome\Lotll3WyndhamPreserve2392Barcelona.rup Calc = MJ8 House faces, N DEL -AIR Right-J® Worksheet 0991=.=`°"°r"° Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333-2665 Fax: 407-333-3853 Web WWW DEL -AIR COM Job: LOT 113 WYNDHAM PRESE... Date: 05.24.17 By: SIR 1 Room dame Entire House BTH 2 Exposed wall 298.5 ft 6.0 ft 3 Room height 9.2 ft 9.3 ft heat/cool 4 Room dimensions 12.0 x 6.0 ft 5 Room area 2537.0 ftz 72.0 ftz Ty Construction U-value Or HTM Area (ft2) Load Area (ft Load number Btuhlft2-°F) Btuh/ftz) or perimeter Ill) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 12B-Osw 0.D97 n r 2.69 2.76 275 244 654 672 0 0 0 0 2A-2ov 0.320 n 8.86 9.93 4 0 35 40 0 0 0 0 2A-2ov 0.320 n 8.86 9.93 12 0 106 119 0 0 0 0 2A-2ov, - 0.320 n 8.86 9.93 15 0 133 149 0 0 0 0 11 Val p 13A-2ocs 0201 n 5.57 4.37 75 51 282 221 0 0 0 0 11JO 16B-19ad _ 0.600 0.049 n n_ 16.62 1.36 18.51 2.66 24 32 24 32 399 43 444 85 0 0 0 0 0 0 0 0W __ Val 12B-Osw 0.097 a 2.69 2.76 495 450 1209 1242 0 0 0 0 L C, 2A-2ov 0.320 e 886 33.46 15 0 133 502 0 0 0 0 2A-2ov 13A-2ocs 0.320 0.201 a a 8.86 5.57 28.44 4.37 30 415 0 396 266 2206 853 1732 0 0 0 0 0 0 0 0Vj! 2A-2ov 0.320 a 8.86 11.67 4 8 35 47 0 0 0 0 I-- G 2A-2ov 0.320, e 8.86 28.44 15 0 133 427 0 0 0 yl" 12B-Osw 0.097 s 2.69 2.76 275'- 245 657 675 0 0 0 0 0 Y-G 2A-2ov 0.320 8.86 11.79 30 55 266 354 0 0 0 0 yl _ 13A-2ocs 0.201 s s 5.57 4.37 285 191 1061 833 0 0 0 0 L-GG 2A-2omd 0.520 s 14.40 15.80 64 128 922 1011 0 0 0 0 2A-2ov _ 0.320 s 8.86 1.0.06 30 55 266 302 0 0 0 0 0 Val 12B-0sw 0.097 T w 2.69 2.76 495 450 1209 1242 0 0 0 2A-2ov 2A-2ov 13A-2ocs 0.320 0.320 0.201 w w w 8.86 8.86 Y5.57 33.46 2.8.44 4.37 30 15 415 0 0 366 266 133 2036 1004 427 1599 0 0 56 0 0 52 0 0 289 0 0 227yyyJJ! 2A-2ov 0.320 w 8.86 33.46 30 0 266 1004 0 0 0 0 2A-2ov 0.320 w 8.86 28.44 4 0 35 114 4 0 35 114 2A-2ov_ 0.320 w 8.86 28.44 15 0 137 43B 0 10 0 0 R _ L 12B-Osw 0.097 2.69 1.75 210 189 507 330 112 112 301 196 11 DO 0.390 n_ 10.80 12.03 21 21 230 257 0 0 0 0D C , 16B -30ad Y 0.032 0.89 1.74 1530 1530 1356 2660 0 0 0 0 F 19C-13cscp- 0.065 0.32 6 6 3 2 0 F F . 20P-13c 22A-tpl 0.068 0.989 0.51 1.88 27.40 0.98 0.00 174 1349 174 150 328 4103 170 0 0 0 72 0 0 6 0 0 164 0 0 6 c) AED excursion 0 24 Envelope loss/gain 19417 18953 790 561 12 a) Infiltration 4818 1559 98 32 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 5 1150 0 0 Appliances/other 2400 0 Subtotal (lines 6 to 13) 24234 24062 888 592 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 24234 24062 888 592 15 Duct bads 1 18 % 26 % 4303 6198 10'/ 101/6 89 59 Total room bad 28537 30260 977 651 Air required (cfm) 1367 1367 1 47 29 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigFratsOTt' 2017-Jun-29 1 Right -Suite® Universal 2017 17.0.16 RSU24009 Page 1 odelHome\Lotll3WyndhamPreserve2392Barcelona.rup Calc = MJ8 House faces N RDEL-AIR Right-J® Worksheet Entire House . DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone. 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: LOT 113 WYNDHAM PRESE... Date: 05.24.17 By: SIR 1 Room name WIC LAUD 2 Exposed wall 4.5 ft 5.5 fl 3 Room height 9.3 It heat/cool 9.3 ft heat/cool 4 5 Room dimensions Room area 5.5 x 4.5 ft 24.8 ft2 1.0 x 87.1 ft 87.1 ft2 Ty Construction U-value Or HTM Area (ft Load Area (ft Load number BtUWft2-'F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vh12B-0sw 2A-2ov 2A-2ov 0.097 0.320 0.320 n n n 2.69 8.86 8.86 2.76 9.93 9.93 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 y/ p 2A-2ov ^' 13A-2ocs 0.320 0.201 n n 8.86 5.57 9.93 4.37 0 0 0 0 0 0 0 0 0 0 0 0' 0 0 0 0 11JO 16B:19ad 12B- 0sw 0. 600 0. 049 0. 097 n_ n a 16. 62 1. 36 2. 69 18. 51 2. 66 2. 76 0 y 0 0 0 0 0 0 0 0 0 0 0' 0 0 0 0 0 0 0 0 0 0 0 0 W 2A- 2ov 2A- 20v 0. 320 0. 320 a a 8. 86 8. 86 33. 46 28. 44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y! I-- G-G 13A- 2ocs - 2A- 2ov 2A- 2ov 0. 201 0. 320 F0. 320 a a a 5. 57 8. 86 8. 86 4. 37 11. 67 28. 44 0 0 0 0 0 0 0 0 0 0 0 51 4 47 4 0 263 35 0 207 47 0 yl 0 0 0 12B- Osw 2A- 2ov 13A- 2ocs ^ - 0. 097 0. 320 0. 201 s s s 2. 69 8. 86 5. 57 2. 76 11. 79 4. 37 0 0 0 0 0 0 0 0 0 r 0 0 0 0 0 0 0 0 0 0_ 0 T 0 0_ 0 G 1 C 2A-2omd 0.520 s 1440 15.80 0 0 0 0 0 0 0 0 C 2A-2ov -- 0.320 s_ 8.86 10.06 0 0 0 0 0 0 0 0 0 VII 12B-Osw 2A- 2ov 2A- 2ov. 0. 097 0. 320 0. 320 w w w 2. 69 8. 86 8. 86 2. 76 33. 46 28. 44 0 0 0_ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 l-CG VVVjjj!!! 13AVh- 2ocs - 2A- 2ov 0. 201 0. 320 w w 5. 57 8. 86 4. 37 33. 46 42 0 42 0 234 0 184 0 0 0 0 0 0 0 0 0 2A- 2ov 2A- 2ov„ _ 0. 320 0. 320 w w- 8. 86 8. 86 28. 44 28. 44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P 128-0sw 0.097 2.69 1.75 0 0 0 0 98 77 206 134 11 DO _ 16Br30ad.--- 0. 390 0. 032 n 1080 0. 89 1203 1. 74 0 0 0 0 0 0 0 21 0 21 0 230 0 257 0 C- _ 0 F F_ _ 19C- 13cscp 20P, 13c _ 0. 065 0. 068 r 051 1. 88 0. 32 0. 98 0 0 0 0 0 0 0 0 0 0 0 0 0_ 0 0 0 F 22A-tpl _ 0 989 27.40 y0.00 25 5 123 0 87 6 151 0 6 c) AED excursion 14 87 Envelope loss/gain 357 169 886 558 12 a) Infiltration 73 24 90 29 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 600 Subtotal ( lines 6 to 13) 1430 193 975 1187 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal , 430 193 975 1187 15 Duct bads 101/6 10 % 43 19 109/, 1 10% 98 119 Total room bad 473 212 1073 1305 Air required (cfm) 23 10 51 59 Calculations aDDroved by ACCA to meet all reauirements of Manual J 8th Ed A5ffk wrigFraftsoft' Right - Suite® Universal 2017 17 0.16 RSU24009 2017 Jun 29 1 page 2 odelHome\ Lot113WyndhamPreserve2392Barcelona.rup Calc = MJ8 House faces. N g DEL-AIR Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax 407.333-3853 Web: WWW.DEL-AIR.COM Job: LOT 113 WYNDHAM PRESE... Date: 05.24.17 By: SIR 1 Room name FOYER BED/OFFICE 2 Exposed wall 22.5 It 10.5 ft 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 5 Room dimensions Room area 1.0 x 277.6 It 277.6 ft2 11.0 x ) 10.5 ft 115.5 ft2 Ty Construction U-value Or HTM Area (ft Load Area (ft Load number Btut ft2-'F) Btutt/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat cool Gross N/P/S Heat Cool 6 VI/ 128-0sw 0. n 2. 2. 0 0 0 0 0 0 0 0 2A-2ov 2A-2ov 0.320320 0.320 n n 8.8666 8.86 9.9393 9.93 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2ov_,,, 0.320 n_ 8.86 9.93 0 0 0 0 0 0 0 0 11 y/ 1p 13A-2ocs 0.201 n 5.57 4.37 75 51 282 221 0 0 0 0 11J0 _ _ 16B-19ad 0600 0.049 n_ n 16.62 1.36 18.51 2.66 24 0 24 0 399 0 444 R .0 0 0 0 0 0 0 0 0W- , 0.097 a 2.69 2.76 0 0 0 0 0 0 0 0 L12B- Osw 2A-2ov 0.320 a 8.86 33.46 0 0 0 0 0 0 0 0 2A-2ov 0.320 a 8.86 28.44 0 0 0 0 0 0 0 0 I--G 13A-2ocs - - - 2A-2ov 2A-2ov 0201 0.320 0.320 e a e , 5.57 8.86 8.86 4.37 11.67 28.44 i 135 0 15 120 0 0 670 0 133 526 0 427 0 0 0 0 0 0 0 0 0 0 0 0 t- 12B-0sw 2A-2ov 13A-2ocs J 0.097 0.320 0.201 s s sY 2.69 8.86 5.57 2.76 11.79 4.37 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 2A-2omd 0.520 s 14.40 15.80 0 0 0 0 0 0 0 0 2A-2ov 0.320 f0.097 s w 8.86 10.06 0 0 0 0 0 0 00 0 Vl/ 0 0 0 460 0 2A-2ov 2A-2ov _ 13A-2ocs 2A-2ov 0.320 0.320 0.201 0.320 w w w w 2.69 8.86 8.86 5.57 8.86 2.76 33.46 2844 4.37 33.46 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 98 0 0 0 0 83 0 0 0 0 361 0 G12B- 0sw I-- G 2A-2ov 2A-2ov 0.320 0.320 w w_ 8.86 8.86 28.44 28.44 0 T_0 0 O 0 0 0 0 0 15 0 0 0 137 0 438 P 01213-0sw 0.097 2.69 1.75 0 0 0 0 0 0 0 11 DO _ 16B,30ad _ 0.390 0.032 n_ 10.80 0.89 12.03 1.74 0 0 0 0 0 0 0 0 0 0- 0 0 0 0C _ 0 0-- 0F19C-13cscp 0.065 0.51 0.32 0 0 0 0 0 0 F_ , 20P_13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 0 F 22A-tpl r _ 0.989 y27.40 0.00 278 23 616 0 116 11 288 0 6 c) AED excursion 36 182 Envelope loss/gain 2100 1654 884 981 12 a) Infiltration 366 119 171 55 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 2466 1772 1055 1037 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2466 1772 1055 1037 1151 Duct loads 1101% 100/0 247 177 100/0 101% 105 104 Total room load 2713 1950 1160 1140 Air required (cfm) 130 88 56 52 Calculations aDDroved by ACCA to meet all reauirements of Manual J 8th Ed. wrightsc f - Right -Suite® Universal 2017 17 0 16 RSU24009 2017-Jun-29 1 Page 3 odelHome\Lot113WyndhamPreserve2392Barcelona.rup Calc = MJ8 House faces: N 1 DEL -AIR rmN•M CoKnff a Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333-2665 Fax. 407-333-3853 Web. WWW.DEL-AIR.COM Job: LOT 113 WYNDHAM PRESE... Date: 05.24.17 By: SIR 1 Room name GATHERING KIT/DINRM 2 Exposed wall 32.5 ft 46.0 ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 5 Room dimensions Room area 1.0 x 295.0 ft 295.0 ft2 1.0 x 317.5 ft 317.5 ft2 Ty Construction U-value Or HTM Area (f12) Load Area (ft2) Load number Btuh/ft2-°F) BtuhWfl2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat cool Gross N/P/S Heat Cool 6 1213-0sw 0 n 0 0 0 0 0 0 0 0 2A-2ov 0.320 320 n 8.868.86 9.939.93 0 0 0 0 0 0 0 0 2A-2ov 0.320 n 8.86 9.93 0 0 0 0 0 0 0 0 2A-2ov - - - 0.320 n- 8.86 9.93 0 0 0 0 0 0. 0 0 11 y/ L-D 13A-2ocs 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0 11J0 1613-19ad - _ 0.600 0.049 n wn 16.62 1.36 18.51 2.66 0 O 0 0 0 0 0 0 0 0 T 0 0- 0 0 0 0W 1213-0sw 0.097 a 2.69 2.76 0 0 0 0 0 0 0 0 2A-2ov 0.320 a 8.86 33.46 0 0 0 0 0 0 0 0 2A-2ov 0.320 8.86 2.8.44 0 0 0 0 0 0_ 0_ 0 y/ - 13A-20cs -- - 0.201 e_ a 5.57 4.37 0 0 0 0 J229 229 1273 999 l-- G 2A-2ov 0.320 a 8.86 11.67 0 0 0 0 0 0 0 0 2A-2ov 0.320 e 8.86 28.44 0 0 0 0 0 0 0 0 Vy 12B-0sw 0.097 s 2.69 2.76 0 0 0 0 0 0 0 0 t-G 2A-2ov 13A-2ocs 0.320 0.201 s_ s 8.86 5.57 11.79 4.37 0 154 0 90 0 501 0 393 0 131 0 101 0_ 560 0 440 2A-2omd 0.520 s 14.40 15.80 64 64 922 1011 0 0 0 0 2A-2ov_ 0.320 s 8.86 0 0 30 27 266 302 y/ 128-0sw 0.097 w' 2.69 10.06 2.76 0- 0 0 0 0 0 0 0 0 0 2A-2ov 2A-2ov 13A•2ocs 2A-2ov 0.320 0.320 0.201 0.320 w w w w 8.86 8.86 557 8.86 33.46 28.44 4.37 33.46 0 0 149 30 0 0 119 0 0 0 664 266 0 0 521 1004 0 0 70 0 0 0 70 0 0 0_ 390 0 0 0 306 0 t-GG T-G 2A-2ov 2A-2ov - - - 0.320 0.320 w w_ 8.86 8.86 28.44 28.44 0 0 0 0 0 0 0 0- 0 0 0 0- 0 0 0 0GG P 1213-0sw 0.097 2.69 1.75 0 0 0 0 0 0 0 0 11 DO 0.390 n 10.80 12.03 0_ 0 0 0_ 0 0 0 0 C _ 166r30ad_ 0.032 0.89 1.74 8 8 7 14 17.4 17.4 154 302 F 19C-13cscp, 0.065 0.51 0.32 0 0 0 0 0 0 0 0 F F - 20P-13c_ 22A tpl ` - 0.068 0.989 1.88 27.40 0.98 0.00 0 295 0 33 0 890 0 0 0 318 0 46 0 1260 0 0 6 c) AED excursion 22 247 Envelope loss/gain 3250 2922 3903 2102 12 a) Infiltration 529 171 749 242 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 3 690 1 230 Appliances/other 0 1200 Subtotal (lines 6 to 13) 3779 3783 4652 3774 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3779 3783 4652 3774 15 Duct bads 101/6 10% 378 378 24 / 429/6 1 1139 1589 Total room bad 4157 4161 5791 5363 Air required (cfm) 199 188 277 242 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr1gh1tsOfC Right -Suite® Universal 2017 17 0.16 RSU24009 2017-Jun-29 15 42:23 AtEk Page 4 odelHome\Lo1113WyndhamPreserve2392Barcelona.rup Calc = MJB House faces: N 1 DEL -AIR Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone, 407-333-2665 Fax: 407-333-3853 Web- WWW.DEL-AIR COM Job: LOT 113 WYNDHAM PRESE... Date: 05.24.17 By: SIR 1 Room name WC 3 BTH 3 2 Exposed wall 15.5 ft 5.5 ft 3 Room height 90 ft heat/cool 9.0 ft heat/cool 4 5 Room dimensions Room area 6.0 x 7.5 ft 45.0 ftz 5.5 x 5.5 ft 30.3 ft2 Ty Construction U-value Or HTM Area (ftq Load Area (ftq Load number Btuh/ftz-OF) Btuhrftq or penmeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vj/ - 12B-0Os' 0.097 n 2.69 2.76 54 48 129 132 50 44 117 120 2A-2ov 0.320 n 8.86 9.93 0 0 0 0 0 0 0 0 2A-2ov 0.320 n 8.86 9.93 6 0 53 60 6 0 53 60 11 y/ 2A-2ov _ 13A-2ocs 0.320 0.201 n, n 8.86 5.57 9.93 4.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11J0 0.600 n 16.62 18.51 0 0 0 0 0 0 0 0 W _ 16B-,19ad 0.049 n 1.36 2.66 0 0 0 0 0 0 0 12B-Osw 0.097 a 2.69 2.76 68 68 181 186 0 0 0 0 0 2A-2ov 0.320 a 8.86 33.46 0 0 0 0 0 0 0 0 2A-2ov 0.320 e 8.86 28.44 0 0_ 0 0 0 0 0 0 13A-2ocs 0.201 a 5.57 4.37 0 0 0 0 0 0 0 0 Ti 2A-2ov 0.320 a 8.86 11.67 0 0 0 0 0 0 0 0 2A-2ov_ 0.320 a 8.86 28.44 0 0 0 0 0 0 0 0 yl 12B-Osw 0.097 s 2.69 2.76 0 0 0 0 0 0 0 0 2A-2ov 13A-2ocs 0.320 0.201 s s 8.86 5.57 11.79 4.37 0 0 0 0 0 0 0 0 0 0 0 0_ 0_ 0 0 0 G 1 f-G G 2A-2omd 1 0.520 s 14.40 15.80 0 0 0 0 0 0 0 0 2A-2ov 0.320 s 10.06 0 0 0 0 0 0 0 0 12B-Osw 0.097 w 8.86 2.69 2.76 18 18 48 50 0 0 0 0 2A-2ov 2A-2ov 0.320 0.320 w w 8.86 8.86 33.46 28.44 0 0 0 0 0 0 0 0 0 0 0 0 0_ 0 0 Vh13A-2ocs 2A-2ov 0.201 0.320 w w 5.57 8.86 4.37 33.46 0 0 0 0' 0 0 0 0 0 0 0 0 0 u 0 0 0 0 2A-2ov 2A-2ov„ _ _ 0.320 0.320 w w_ 8.86 8.86 28.44 28.44 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 P 12B-Osw 0.097 269 1.75 0 0 0 0 0 0 0 0 11 DO 0.390 n 1080 12.03 0 0 0 0 0 0 0 0 C _ _ 16B-30ad _ 0.032 0.89 1.74 45 45 40 78 30 30 27 53 F F;` 19C-13cscp 20P_13c - 0.065 0.068 0.51 1.88 0.32 0.98 0 45 0 45 0 85 0 0 30- 0 30_ 0 57 0 30 F 22A-tpl 0.989 27.40 0_00 0 0 0 44 0 0 0 0 0 6 c) AED excursion 43 20 Envelope loss/gain 537 507 254 242 12 a) Infiltration 243 79 86 28 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 780 586 340 270 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistnbution 0 0 0 0 14 Subtotal 780 5B6 340 270 15 Duct bads 2s2% 1 32% 1 172 188 22% 32% 75 86 Total room load 952 774 415 356 Air required (cfm) 46 35 20 16 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigF> ttsofC 2017-Jun-29 1 23 Right - Suite® Universal 2017 17 0 16 RSU24009 Page ae5 odelHome\ Lotll3WyndhamPreserve2392Barcelona rup Calc = MJ8 House faces: N 9 DEL -AIR Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone 407-333-2665 Fax. 407-333-3853 Web: WWW DEL -AIR COM Job: LOT 113 WYNDHAM PRESE_. Date: 05.24.17 By: SIR 1 Room name BDRM 3 BDRM 2 2 Exposed wall 27.5 ft 21.5 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 5 Room dimensions Room area 1.0 x 147.5 ft 147.5 ft2 1.0 x 164.3 ft 164.3 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number BtuhRt2-OF) Btut ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V)/ 12B-0sw' - 0.097 n 2.69 2.76 99 84 226 232 72 68 183 188 2A-2ov 0.320 n 8.86 9.93 0 0 0 0 4 0 35 40 2A-2ov 0.320 n 8.86 9.93 0 0 0 0 0 0 0 0CG 2A-2ov- 0.320 n 8.86 9.93 15 0 133 149 0 0 0 11 y/ p 13A-2ocs 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0 0 11J0 16B-19ad _ 0.600 0.049 n n 16.62 1.36 1851 266 0 0 0 0 0 0 0 0 0 0- 0 0_ 0 0- 0 0W 12B-Osw 0097 e_ 2.69 2.76 18 18 48 50 122 107 286 294 2A-2ov 0.320 e 886 33.46 0 0 0 0 0 0 0 0 2A-2ov 0.320 a 8.86 28.44 0 0 0 0 15 0 133 y/ 13A-2ocs 0.201 a 5.57 4.37 0 0 0 0 0 0 0 42.7 0 2A-2ov 0.320 a 8.86 11.67 0 0 0 0 0 0 0 0 2A-2ov 0.320 a 8.86 28 44 0 0 0 0 0 0 0 0 y/ 12B-Osw - 0.097 s- 2.69 2.76 0 0 0 0 0 0 r0 0 2A-2ov 13A-2ocs 0.320 0.201 s s 8.86 5.57 11.79 4.37 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 8 V C 2A-2omd 0.520 s 14.40 15.80 0 0 0 0 0 0 0 0 2A-2ov 0.320,. s 10.06 0 0 0 0 0 0 0 0 V)I 12B-0sw 0.097 w 8.86 2.69 2.76 131 131 351 360 0 0 0 0 2A-2ov 2A-2ov 13A-20cs' 2A-2ov 0.320 0.320 0.201 0.320 w w w w 8.86 8.86 5.57 8.86 33.46 28.44 4.37 33.46 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V 2A-2ov 0.320 w 8.86 28.44 0 0 0 0 0 0 0 0 2A-2ov, _ 0.320 w 8.86 28.44 0 0 0 0 0 o R - 12B-Osw 0.097 2.69 1.75 0 0 0 0- 0 0 0 0 0 0 11DO 0.390 n_ 0 0 0 0 0 0 0 0iJ C 168-30ad 0.032 10.80 0.89 12.03 1.74 148 148 131 257 164 164 146 286 F F - 19C-13cscp 20P-13c - - _ 0.065 0.068 0.51 1.88 0.32 0.98 0_ 94 0_ 94 0 176 0 91 6 0 6 0 3- 0 2 O F-_ 22A-tpl - _ 0.989 27.40 0.00 0 0 0 0 36 5 129 0 6 c) AED excursion 87 31 Envelope loss/gain 1065 1051 915 1266 12 a) Infiltration 432 140 338 109 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ ' 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 1496 1191 12531 1375 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1496 1191 1253 1375 15 Duct loads 22% 32% 330 381 220/6 329% 276 440 Total room bad 1827 1573 1529 1816 Air required (cfm) 88 71 73 82 Calculations awroved by ACCA to meet all reauirements of Manual J 8th Ed. wri2017- Jun-29 15 42:23 ghtsofC Right -Suite® Universal 2017 17 0 16 RSU24009 Page 6 odelHome\Lot113WyndhamPreserve2392Barcelona rup Calc = MJ8 House faces. N DEL --AIR Right-J® Worksheet MMM "ncolwm °" En tire' House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web WWW DEL -AIR COM Job: LOT 113 WYNDHAM PRESE... Date: 05.24.17 By: SIR 1 Room name STAIRS LOFT 2 Exposed wall 7.5 it 14.0 it 3 Room height 9.0 it heat/cool 9.0 it heat/cool 4 5 Room dimensions Room area 1.0 x 257.0 it 257.0 ft2 1.0 x 138.3 it 138.3 ft2 Ty Construction U-value Or HTM Area (fie) Load Area (ft2) Load number Btuh/ft2-°F) Btuhfft2) or perimeter (it) Btuh) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vj/ 1_ GG 12B-Osw 2A-2ov 2A-2ov 0.097 0.320 0.320 n n n 2.69 8.86 8.86 2.76 9.93 9.93 0 0 0 J 0 0 0 0 0 0 u 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 y/ 2A-2ov _ _ 13A-2ocs 0.320 0.201 n n 8.86 5.57 9.93 4.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11J0 16B-19ad- - - 0.600 0.049 n n 16.62 1.36 18.51 2.66 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D W y/ 12B-Osw 0.097 a 2.69 2.76 68 53 141 145 0 0 0 0 LAC, 2A-2ov 2A-2ov _ 13A-2ocs 2A-2ov 2A-2ov 0.320 0.320 0.201 0.320 0.320 a a a a e 8.86 8.86 5.57 8.86 8.86 33.46 28.44 4.37 11.67 15 0 0 0 0 0 0 0 0- 133 0 0 0 502 0 0 0 0 0 0 0 0 0 0 0 J - 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ a 12B-0sw 2A-2ov 13A-2ocs 2A-2omd 2A-2ov 0.097 0.320 0.201 0.520 0.320 0.097 s s s' s s 2.69 8.86 5.57 14.40 8.86 28.44 R 2.76 11.79 4.37 15.80 10.06 O 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 Vj/ 128-0sw - 2A-2ov 2A-2ov 0.320 0.320 w w w 2.69 8.86 8.86 2.76 33.46 0 0 0 0 0 0 0 0 0 0 0 0 0 126 0 15 111 0 0 298 0 133 306 0 427CG 13A-2ocs - 2A-2ov 0.201 0.320 w w 5.57 8.86 28.44 4.37 33.46 J 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2ov 2A-2ov- - 12B-0sw 0.320 0.320 0.097 w w 8.86 8.86 2.69 28.44 28.44 1.75 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0-- 0 0 0 0 0 0 PII __ L-D 0 11DO _ 16B-30ad _ 0.390 0.032 n 10.80 0.89 12.03 1.74 0 257 0 257 0 228 0 447 0 138 0 138 0 123 0 240C F F 19C-13cscp - 2OP;,13c- 0.065 0.068, 0.51 1.88 0.32 0.98 0 0 6 0 10 0 5 0 0 0 0 0 0 0 06 0F _ 22A-tpl -_ 0.989 27.40 0.00 0 0 0 0 0 0 0 6 c) AED excursion 13 167 Envelope loss/gain 512 1086 554 1140 12 a) Infiltration 118 38 220 71 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 630 1124 774 1211 Less external load 0 0 0 0 Less transfer 0 0 0 0 14 Redistnbution Subtotal 0 630 0 1124 0 774 0 1211 Duct loads 122°/, 329/6 1 139 360 22% 329/, 171 388 r Total room bad 769 1484 944 1599 Air required (cfm) 37 67 45 72 Calculations approved by ACCA to meet all reouirements of Manual J 8th Ed. 23 A wrigFratsoTt' Right -Suite® Universal 2017 17.0.16 RSU24009 2017-Jun-29 1 Pageae 7 reserve2392Barcelona.rup Calc = MJ8 House faces: NodelHome\Lot113WyndhamPg 1 DEL -AIR Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone, 407-333-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM Job: LOT 113 WYNDHAM PRESE... Date: 05.24.17 By: SIR 1 Room name MSTR WIC MSTR BTH 2 Exposed wall 75 If 21.5 ft 3 Room height 9.0 It heat/cool 9.0 ft heat/cool 4 5 Room dimensions Room area 10.5 x 7.5 ft 78.8 ft2 1.0 x 136.0 If 136.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btutdit2-°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vj! - 12B-Osw 2A-2ov 2A-2ov 0.097 0.320 0.320 n n n 2.69 8.86 8.86 2.76 9.93 9.93 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- GG 11 2A-2ov- _ 13A-2ocs 0.320 0.201 n- n 8.86 5.57 9.93 4.37 0 0 0 0 r 0 0 0 0 0 0 0 0 0 0 0 0y! 11J0 16B-19ad_ _ 126-0sw 0.600 0.049 0.097 n n a 16.62 1.36 2.69 18.51 2.66 2.76 0 0 0 0 0 0 0 0 0 0 0 0 0 0_ 104 0 0 89 0 0 238 0 0 244 p W, 2A-2ov 2A-2ov 13A-2ocs- 2A-2ov 2A-2ov_ 0.320 0.320 0.201 0.320 0.320 a a e a a 8.86 8.86 557 8.86 8.86 33.46 28.44 4.37 11.67 28.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15 0 0 0 0 0 0 0 0 0 1_33 0 0 0 0 427 0 0 0 M/ 12B-0sw 2A-2ov 13A-2ocs 0.097 o.320 0.201 s s s 2.69 8.86 5.57 2.76 11.79 4.37 0 0 0 0 0 0 0 0 0 0 0 o 0 90 0 0 90 o 0 242 0 0 248 0 0V/ C G 2A-2omd 2A-2o _ 0.520 0.320 s 14.40 15.80 10.06 0 0- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VIJ I-CG 12B-Osw 2A-2ov 2A-2ov, 0.097 0.320 0.320 s- w- w w 8.86 2.69 8.86 8.86 2.76 33.46 28.44 68 0 0 68 0 0 f 181 0 0 186 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 2A-2ov 0.201 0.320 w w 5.57 8.86 4.37 33.46 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0b2A-2ov 2A-2ov_ _ 0.320 0.320 w w_ 8.86 8.86 28.44 28.44 0 0 0 0 0 0 0 r 0 0 0 0 0 0 0 0 fj p 12B-osw 0.097 2.69 1.75 0 0 0 0 0 0 0 0 0 11 DO _ 1613-30ad _ 0.390 0.032 n 10.80 0.89 12.03 1.74 0 79 0 79 0 70 0 137 0 136 0_ 136 0 121 0 237, C F_ F 19C-13cscp 20P-13c_ _ _ 22A-tpl 0.065 0.068 0.989 0.51 1.88 27.40 0.32 0.98. 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 c) AED excursion 25 60 Envelope loss/gain 251 299 733 1215 12 a) Infiltration 118 38 338 109 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 369 337 1071 1325 Less external load 0 0 0 0 14 Less transfer Redistribution Subtotal 0 0 369 0 0 337 0 0 1071 0 0 1325 15 Duct bads 1220/6 320/6 81 108 229/6 32% 236 424 Total room bad 450 445 1307 1749 Air required (cfm) 22 20 631 79 Calculations approved by ACCA to meet all reouirements of Manual J 8th Ed. A soa wrightft- Right - Suite® Universal 2017 17.0.16 RSU24009 2017- Jun-29 1 P2:23 8 odelHome\ Lot113WyndhamPreserve2392Barcelona rup - Calc = MJ8 House faces: N 9 EL -AIR Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333-2665 Fax 407-333-3853 Web- WWW DEL-AIR.COM Job: LOT 113 WYNDHAM PRESE... Date: 05.24.17 By: SIR 1 Room name WC MSTR BDRM 2 Exposed wall 35 it 47.0 it 3 Room height 9.0 ft heat/cod 9.0 ft heat/cod 4 5 Room dimensions Room area 3.5 x 5.5 it 19 3 ftz 1.0 x 331.3 ft 331.3 fie Ty Construction U-value Or HTM Area (ft Load Area (ft Load number BtuWft2-*F) BtUWftz) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 Vj/ 12B-0sw - 2A-2ov 2A-2ov 0 097 0.320 0.320 J n n n 2.69 8.86 8.86 2.76 9.93 9.93 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LL - 0 0 0 u 0 0 0 11 Vjl p 2A-2ov 13A-2ocs 0.320 0.201 n n 8.86 5.57 9.93 4.37 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 11J0 16B-19ad - _ 128-0sw 0.600 0.049 0.097 n n' a 16.62 1.36 2.69 18.51 2.66 276 0 0 0 0 0 0 0 0 0 0 0 0 0 32 117 0 32 117 0 43 314 0 85 323 W 2A-2ov 2A-2ov 0.320 0.320 a e 8.86 8.86 33.46 2_8.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl - L G 13A-2ocs 2A-2ov 2A-2ov - 0.201 0.320 0.320 a a a 5.57 8.86 8.86 4.37 11.67 28.44 0 0 0 0 0 0 0_ 0 0 0 0 0 0 0 0 0 0 0 0 0 0- 0 0_ 0 0 0 y! a 12B-0sw 2A-2ov 0.097 0.320 s s 2.69 8.86 2.76 11.79 32 0 32 0 85 0 87 0 153 30 123 27 330 2_66 339 V 13A-2ocs 0.201 s 5.57 4.37 0 0 0 0 0 0 0 354 0 C 2A-2omd 2A-2ov _ _ 0.520 0.320 s s 14.40 8.86 15.80 10.06 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L-GG 12B-Osw 2A-2ov 2A-2ov 0.097 0.320 0.320 w w w 2.69 8.86 8.86 2.76 3346 0 0 0 0 0 0 0 0 0 0 0 0 153 30 0 123 0 0 330 266 0 339 1004 0 13A-2ocs - 2A-2ov 0.201 0.320 4 w w 5.57 8.86 28.44 4.37 33.46 0 0 0 0 0 0 0 0 r 0 0 0 0 0- 0 0 0 2A-2ov 2A-2ov, 12B-Osw _ 0.320 0.320 0.097 w w 8.86 8.86 2.69 28.44 28.44 1.75 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0PI0 L7 C 11 DO 16B-30ad 0.3900.032 nJ -_ 10.80 0.89 12.03 1.74 0 19 0 19 0 17 0 33 0 331 0 331 0_ 294 0 576 F F F - 19C-13cscp--- 20P-13c,, 22A-tpl _ _- 0.065 0 068 0.989 0.51 1.88 27.40 0.32 0.98 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 124 0 0 18 0 0 481 0 0 0 6 c) AED excursion 9 67 Envelope loss/gain 102 111 2325 3088 12 a) Infiltration 55 18 794 257 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 600 Subtotal (lines 6 to 13) 157 129 3119 1 4175 Less external load 0 0 0 0 14 Less transfer Redistribution Subtotal 0 0 157 0 0 129 0 0 3119 0 0 4175 15 Duct bads 22% 321% 35 41 229/6 1 32% 688 1336 Total room bad Air required (cfm) 191 9 170 g 3808 182 5511 P49 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 23 AeZ5, wrigt fts2017-Jun-29 1ofC Right - Suite® Universal 2017 17.0 16 RSU24009 Page ae9 odelHome\ Lo1113WyndhamPreserve2392Barcelona.rup Calc = MJ8 House faces N 9 1' DEL -AIR Duct System Summary HUM- AM C0ND1"011111110 Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web WWW DEL-AIR.COM For: PARK SQUARE HOMES FL Job: LOT 113 WYNDHAM PRE... Date: 05.24.17 By: SIR Heating Cooling External static pressure 0.20 in H2O 0.20 in H2O Pressure losses 0.06 in H2O 0.06 in H2O Available static pressure 0.14 in H2O 0.14 in H2O Supply / return available pressure 0.070 / 0.070 in H2O 0.070 / 0.070 in H2O Lowest friction rate 0.089 in/100ft 0.089 in/ 100ft Actual air flow 1367 cfm 1367 cfm Total effective length (TEL) 157 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BDRM 2 c 1816 73 82 0.139 6.0 Ox 0 VIFx 15.7 85.0 SO BDRM 3 h 1827 88 71 0.141 6.0 Ox 0 VIFx 14.0 85.0 st1 BED/OFFICE h 1160 56 52 0.111 5.0 Ox 0 VIFx 31.4 95.0 st2 BTH h 977 47 29 0.119 4.0 Ox 0 VIFx 23.1 95.0 st2 BTH 3 h 415 20 16 0.139 4.0 Ox 0 VIFx 15.6 85.0 st1 FOYER h 2713 130 88 0.117 7.0 Ox 0 VIFx 24.2 95.0 st2 GATHERING h 4157 199 188 0.092 9.0 Ox 0 VIFx 42.2 110.0 st4 KIT/DINRM h 5791 277 242 0.089 10.0 Ox 0 VIFx 47.2 110.0 st4 LAUD c 1305 51 59 0.125 5.0 Ox0 VIFx 17.0 95.0 st2 LOFT c 1599 45 72 0.149 5.0 Ox 0 VIFx 8.8 85.0 st1 MSTR BDRM c 5511 182 249 0.107 10.0 Ox 0 VIFx 30.5 100.0 st3 MSTR BTH c 1749 63 79 0.111 6.0 Ox 0 VIFx 25.8 100.0 st3 MSTR WIC h 450 22 20 0.112 4.0 Ox0 VIFx 25.2 100.0 st3 STAIRS c 1484 37 67 0.147 5.0 Ox 0 VIFx 10.2 85.0 st1 WC h 191 9 8 0.114 4.0 Ox 0 VIFx 22.5 100.0 st3 WC 3 h 952 46 35 0.134 4.0 Ox 0 VIFx 19.2 85.0 st1 WIC h 473 23 10 0.111 4.0 Ox0 VIFx 30.6 95.0 st2 wri htSlOft• 2017-Jun-29 15 42 24 9 Right -Suite® Universal 2017 17 0 16 RSU24009 Page 1 400% ..odelHome\Lot113WyndhamPreserve2392Barcelona.rup Calc = MJ8 House faces. N Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk st4 Peak AVF 477 430 0.089 607 12.0 0 x 0 VinlFlx st2 st1 Peak AVF 584 699 0.107 501 16.0 0 x 0 VinlFlx st2 Peak AVF 783 668 0.089 561 16.0 0 x 0 VinlFlx st3 Peak AVF 276 356 0.107 453 12.0 0 x 0 VinlFlx 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 Matl Trunk rbi Ox 0 1367 1367 0 0 0 0 Ox 0 VIFx C wri htSoft• 2017-Jun-2915:42.24 9 Right-Suite(S) Universal 2017 17.0.16 RSU24009 Page 2 COCK . odelHome\Lot113WyndhamPreserve2392Barcelona.rup Calc = MJS House faces: N FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: Permit Number: FL, MANDATORY REQUIREMENTS See individual code sections for full details. 13 401.3 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 Statues] 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 compliance for the building. A copy of the EPL display card can be found in Appendix C. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O 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 402.4.1.1, 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 of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O 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 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. O R402.4.4 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 E 283 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. O 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. R403.2.2 Sealing (Mandatory)AII ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 5/24/2017 2:00 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. O R403.3 Mechanical system piping Insulation (Mandatory). Mechanical system piping capable of carrying fluids above 1050E (411C) or below 55°F (13°C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping Insulation. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. 0 R403.4.3 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. O R403.4.4 Water heater efficiencies (Mandatory). O R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 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). R403.4.4.1.2 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. O R403.4.4.2 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 met the criteria Section R403.4.4.2.1. R403.4.4.2.1 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. R403.5 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. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. O R403.6.1 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 which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 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 403.6, 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. 5/24/2017 2:00 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection 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 temperature 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: Attached single- and multi -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. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. ' O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 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 R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt 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 55°F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F. R403.9 Swimming pools, Inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space 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 gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed 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: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 5/24/2017 2:00 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grlis In 1Sl Z CQsizedconpllanc. with Florida Reeldentiol Bulding Cods-141602.4 HZ221K N tNobalancedreumair. EXCEPTIONS 1-3 ARD1eTzO tl\ flygnor O ARD15TZ Fi O -Izs I Room Ca f iPCat O CPRDI0 FS I DATS C7736A 1000 j Muter Sult! U en mo le 40. Vane prr heraiy j a )L O TH6320UIODODAG 246 12=1 2wcd E) TH532OU1000DAG c.tiiarl[1iQom I 2" 12.12 1ecd 3" bath duct li to roof cap------ 7OI I 190 s 14.e Iwcd W/fan Nutone 696RNB LZ„ i mq8=4I:°d WJQI N 10.6 wso mia r rem Z 1rr1117 12 1. N 1 rNor N m W L I 55e' Q 90 10.6 Iwcd 1 0 tY 0 10=6 wed 1112.12 rap 7 fa F \ °• Q t0e6, 10.10 rag e• 1 rag i K m _- B 4• N JJ e' e1.4 1— Z L) 3 S 1e 60 12,12 rap er4 1..d Q IO+ lwcd 6• 1wcdMm N J x 10 II 3 YO Entrt m N leaKm w w I e is r 16•xixxxxe x,e O 10=10 rN I J DNe ,. V w 3" bath duct 3" bath duct e=4 5 w ly- Of to wall cap to roof cap K BedroomQ Q a- w/fan w/fan Z Nu-96RN8 Nutone 696RNB 00 r J Q L2J 4' dryer duct ts draap 2 Car Carrre w/ dra1 tap be, 3. 5 TON W/eKW 0240V 1PH Q Q 1e= 13 pi.n m O (n platform byo ddr . cal. • 1/e•_1'0 Rating N Ca W > Z o Z o iLi 3 J Q F on H Q Z) J O O Q X Must have a minimum clearance of 4 Inches oround the air handler per the Stale Energy code. All duct has an r-6 Insulation wlue M CL J N 0 0 N RECORD COPS' Czile- 0Ln M E PL 0 T PLAN NOT A FIELD SURVEY" LOT 113, 1/YNBHAM PRESERVE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK __, PAGES ---- OF THE PUBLIC RECORDS HOMES OF SEMINOLE COUNTY, FLORIBA THIS PLOT PLAN IS BASED ON AN UNRECORDED RZAT PROVIDED BY THE CLIENT AND IE ARE NOT RESPONSIBLE FOR ANY ERRORS THAT MAY RESULT FROAf REVISIONS OR CHWNGES THAT OCCUR AS PART OF THE RECORDING APPROVAL PROCESS. A PORTION OF THE CENTERLINE DATA NOT SHOYN ON PRELIMINARY PLAT P' T FLICKER COVE 50' R/1P PER PLATN33. , 33 •w • P. T. N89 '43 ' 10 "E 290. 76 ' (P) N. T. S. _ 0 28.73' 262.03' P. I. N O A 28. 0 pR d, uJ NT ui Q LO clu O O Cl) 0 \ EL.= 28.6'PR C 2 1 1 5. 0' 89 .' 3 ' 10 131 &,. 22. 00' 1 N COVERED ENTRY 0 8. 00, LOT 113 PROPOSED RESIDENCE 02413 BARCELONA o EL. ' C' O LOT TYPE 'B' !4' F. F. EL.- 30.00' 16. 00' 1 I I SETBACK EL. 27.6'PR I EL.=27 ' 889' 43'10"W 40.00' i I I REMAINDER OF LOT 131 PALMER' S SUBDIVISION PLAT BOOK 2, PACE 41 I SETBACKS AS PER CONSTRUCTION PLANS: LAST REVISION DATED 0411512014 N FRONT- 20' or 25' REAR - 20' SIDES - 5' (40' LOT) 7. 5' (60' LOT) 10' ( 75' LOT) CORNER - 15' (40' LOT) 25' ( 60'6 75'LOT) W THE 25' FRONT SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS. NO MORE THAN 2 LOTS IN SUCCESSION, LIKEWISE, NO MORE THAN 2 LOTS IN SUCCESSION WITH A 25' FRONT SETBACK. ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM 1929 BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF FLICKER COVE, BEARING BEING N 89'43'10' E. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS, RIGHTS -OF -WAY, OR ADJOINERS OF RECORD. UNDERGROUND UTLITIES, FOUNDATIONS, OR OTHER STRUCTURES WERE NOT LOCATED BY THIS SURVEY. EL.- 27.9'PR 1 o' U.E. — r I O I O I I I 0 I EL.= 28.5'PR LU Ln 114 to O En I I I I I 5 -» 6 I I I I I I I ZONIN I - _ bATi--" Ok to construct Single Family home with setbacks and impervious area shown on plan. L1q- Z%o im 2LA 13 &,rceloyna , E IN. G , CKara%R- RA ht LOT AREA CALCULATIONS IN SQUARE FEET (S.F.) RI AREA TOTALS LOT AREA 4, 802 R/W AREA 515 5.317 ORIYENAY 408 DIN APRON 150 558 LEAD WALK 64 SIDE 200 264 ENTRY/ PORCH 99 LANAI/ PATIO 139 A/ C PAD(S1 f8 LIVING AREA f. 635 TOTAL - 2. 363 LOT SOD - 2. 439 R/W SOD - 165 2, 274 IMPERVIOUS 49; ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FIRM MAP NO.1211700065 E 6 NO.12117CO155 E. EFFECTIVE 0912812007. THE PROPERTY DESCRIBED HEREON APPEARS TO LIE IN ZONE 'X'-UNSHADED. SCALE N CERTIFIED TO AND FOR THE EXCLUSIVE BENEFIT OF.• PARK SQUARE ENTERPRISES. LLC A DELAWARE CORPORATION) BANK OF AMERICA WINDERWEEDLE, HAINES, HARD 6 WOODMAN, P.A. THIS IS NOT A SURVEY! THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION OR LAYOUT OF ADDITIONAL STRUCTURES. PLAT MEASUREMENTS MAY DIFFER FROM ACTUAL FIELD MEASUREMENTS. I HEREBY CERTIFY THAT THE SKETCH OF DESCRIPTION SHOWN HEREON IS IN ACV COROANCEWITH THE STANDARDS OF PRACTICE AS SET F TH BY THE BOARD OF PROFESSIONAL LAN VEYORS IN CHAPTER 5J-17, FLORIDA AP"IS IVE CODE, PJASUANT TO SECTION ROBER1- D JOHN ON, PSM NO. 5031 BARRY W. PREW T, PSM NO. 5267 FLORIDA REGI TERE LAND SURVEYOR AND MAPPER. NOT 1 " = 30 ' VALID WITHOU SIGNATURE 6 THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. f! 1 ARC LENGTH EL. ELEVATION LB -LICENSED BUSINESS PK - A/ C AIR CONDITIONIN6 ESMT EASEMENT L.E. - LANDSCAPE EASEMENT PR CC ONCONCRETE F.C.M. FOUND CONCRETE MDMAENT LS - LICENSED SURVEYOR P.R.C.- COR CACORNER CENTEFI_INE FF F.I.R. FINISH FLOOR FOUND 5/8- IRON ROD N. R. - NON -RADIAL N. T.S. - NOT TO SCALE P. R.M.- P. T. - Z C.M. CONCRETE MOVEMENT F.I.R.C.- FOLIO 5/8' IRON ROD 6 CAP P.C. - POINT OF CURVATURE R - W D. E. DRAINAGE EASEMENT FNC FENCE P.C.C. - POINT OF COMPOUND CURVE R.P. - D. U.E.- DRAINAGE C UTILITY EASEMENT FAD FOUND P.C.P. - PERMANENT CONTROL POINT R/N J+ PIN DRIVEWAY FMD NO FOUND NAIL I DISC P.I. - POINT OF INTERSECTION SIN lL FRANKLIN, HART & REID CIVIL ENGINEERS - LAND SURVEYORS 1368 EAST VINE STREET, KISSIMMEE, FL 34744 PHONE 846-1216 FAX 846-0037 CERTIFICATE NO. LB 6605 REVERSE CURVE U.E. - UTILITY EASEME REFERENCE MOMAENT PROPOSED DRAIN TANGENT A - DELTA/CENTF PINT 0) - ORTEDESCRI WAY N) - FIELD MEASURED P) - PUT PROJECT INFORMATION JOB NO.174288 DRAWN BY: RC REVIEWED BY:RJ/BP Alve, ("q I 4VAcs// JJ - I it 113 JA)y DIMIM f 'e cs'L c v Shy RECORD COPY v / i / S.d 1v ti 4-+ i 3 L 1 Iv f 1 1,' V rJ 2 3y 1 yv VTti a lb SiW U gUILD N SANFORD o AgR11J Et1 gyp. Filename: P SQ HOMES-BARCELLONA- LOT 113.rrr RECORD COPY Lighting and Small Appliance/Laundry Circuits Floor Area SmAppNo LaundNo Line Neutral 2413 2 1 Lighting Summary Standard 6,059 6,059 Optional 11,739 6,059 Ranges & Ovens Range No. No? Nameplate Line Neutral 1 1 8000 2 0 0 3 0 0 kange/Oven Summary Standard 6,400 4,480 Optional 8,000 4,480 6U1, 15iyDryers Dryer No. No? Nameplate Line Neutral V c 1 1 5000 r nEN 2 0 3 0 17-171 Dryer Summary Standard 5,000 3,500 Optional 5,000 3,500 Heating and Cooling: Actual Number = 1 Name M? Ph No Amps Volts VA HP Line Neutral 1 M 1 1 27.0 240 6,480 0 1 M 1 1 2.0 240 480 0 1 M 1 1 5.0 240 1,200 0 1 1 1 1 240 6500 1 6,500 0 Heat/Cool Summary Standard 14,660 0 Optional 14,660 0 Fixed Appliances: Actual Number = 4 7------------------ Name M? Ph No Amps Volts VA HP Line Neutra MICRO 1 1 120 1200 1,200 1,20 DW M 1 1 120 1200 1,200 1,20 JjISP M 1 1 120 960 960 96 W/H 1 1 18.5 240 4,440_ Fixed Appliance Summary Standard 5,850 2,52 Optional 7,800 2,52 Other Appliances: Actual Number = 0 Name M? Ph No Amps Volts VA HP Line Neutra Other Appliance Summary Standard 0 Optional 0 25% of Max Motor: Line is Std Only; Neutral for Both Maximum Phase. Amps Volts 1 27 240 4 Heat/Cool Phase - Amps Volts 1 27 240 Fixed Appl. Phase Amps Volts 0 Other Appl. Phase Amps Volts 0 Max Motor Summary Standard Only 1,620 0 SUMMARY Standard Line Neutral Total Total = 39,589 16,559 Maximum Amperage = 165 69 Service Voltage = 240 Service Phase = 1 F Optional Line Neutral r ---- ------- Total Total = 33,676 16,559 Maximum Amperage = 140 69 Service Voltage = 240 Service Phase = 1 RECORD COPY 0 00 co t- 0 v M 7-0-0 19-11-4 1-7-8 2-0-0 2-0-0 9-9-0 9-3-0 0- -4 8-0-0 T T 12-8-0 1 30-2-0 9-6-0 1 1 0 0 1 cD 0 17 7-4-0 15-11-8 21-0-8 I BARCELONA - C / P2413C-SM F3 F5A 6-0-0 2-0-0 5-8-0 CEILING AT 9'- 4" 7-0-0 U N U UmEzU U U A CJ3 CJ5 C J7 J7 JJ Q 0 0 U- N J7 J7 CJ5 ram, CJ3 U U C 1 1 U 6 LEDGER BOTTOM AT 10'- 8" o 6 00 10'- 8 BRG. HGT. 1'- 8 1/2" HEEL W!"" MiTek' Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RECORD COPY 1*2/ /-//, 61 1oly &Ile RE: P2413C-SM - Park Sq Hms/Barcelona-C 2413 MiTek USA, Inc. Site Information: 6904 Parke 3East Blvd. Customer Info: PARK SQUARE HMS Project Name: P2413C-SM Model: BARCEL'R,141336Lp-4115 Lot/Block: 113 Subdivision: WYNDHAM PRESERVE Address: City: SANFORD State: FLORIDA Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 75 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date I IT11272016 Al 6/2/17 112 IT11272027 JC3 6/2/17 12 I T11272017 I A2 16/2/17 113 I T11272028 I C4 16/2/17 I 13 I T11272018 I A4 16/2/17 114 I T11272029 I C5 16/2/17 14 I T11272019 I A5 16/2/17 115 I T11272030 I C6 16/2/17 I 15 I T11272020 I A6 16/2/17 116 I T11272031 I C7 16/2/17 I 16 1T11272021 I B1 16/2/17 117 I T11272032 I C8 16/2/17 I 17 IT11272022 I B2 16/2/17 118 I T11272033 ICJ 16/2/17 I 18 I T 11272023 163 16/2/17 119 I T11272034 CA 16/2/17 I 19 IT11272024 I B4 16/2/17 120 I T11272035 I CJ3 16/2/17 I 10 _ I T11272025 I C1 16/2/17 121 I T11272036 I CJ3A 16/2/17 I 11 I T11272026 I C2 16/2/17 122 I T11272037 I CJ3T 16/2/17 I 17- 17 5 SUILOMI SANFORD 0 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. AgRTME\ Printed copies of this document are not considered signed and sealed and the signature must be verified on any ectronic 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: Lee, Julius My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs MITek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 31-1US f;F i,' GENS' . No 34869 X= IUO:• STATE OF •: 4J 111 Julius Lee PE No.34669 MiTek USA, Inc. FL Cert 6634 6904 Puke East Blvd. Tampa FL 33610 Date: June 2,2017 Lee, Julius 1 of 2 RE: P2413C-SM - Park Sq Hms/Barcelona-C 2413 Site Information: Customer Info: PARK SQUARE HMS Project Name: P2413C-SM Model: BARCELONA 2413 - C Lot/Block: 113 Subdivision: WYNDHAM PRESERVE Address: City: SANFORD State: FLORIDA No. I Seal# Truss Name I Date No. I Seal# I Truss Name Date 23 IT11272038 I CJ5 6/2/17 166 1 T11272081 JJ5 6/2/17 124 I T11272039 I CJST 16/2/17 167 I T11272082 I J7 16/2/17 I 125 IT11272040 I D1 16/2/17 168 IT11272083 IPT 16/2/17 I 126 1T11272041 I D1T 16/2/17 169 IT11272084 I KJ2 16/2/17 I 127 IT11272042 I D2 16/2/17 I70 IT11272085 I KJ3 16/2/17 I 128 IT11272043 I D2T 16/2/17 171 IT11272086 I KJ5 16/2/17 I 129 IT11272044 I D3 16/2/17 172 IT11272087 I KJ7 16/2/17 I I30 IT11272045 I D3T 16/2/17 173 IT11272088 I KJ7T 16/2/17 I 131 IT11272046 I D4 16/2/17 174 IT11272089 I M1 16/2/17 I 132 IT11272047 I D5 16/2/17 175 I T11272090 I M2 16/2/17 I 133 IT11272048 I D6 16/2/17 I I I I I I I I I I I I I I I I I I I I I I I I I 134 IT11272049 I D6A 16/2/17 135 IT11272050 I D7 16/2/17 136 1T11272051 I E1 16/2/17 137 IT11272052 I F1 16/2/17 138 IT11272053 I F2 16/2/17 139 IT11272054 I F3 16/2/17 I40 IT11272055 I F4 16/2/17 141 IT11272056 I F5 16/2/17 142 IT11272057 I F5A 16/2/17 143 IT11272058 I F6G 16/2/17 144 IT11272059 I F7G 16/2/17 145 IT11272060 I F8 16/2/17 146 1T11272061 I F8A 16/2/17 147 IT11272062 I F9 16/2/17 148 IT11272063 I F9A 16/2/17 149 IT11272064 I F10 16/2/17 I50 IT11272065 I F11 16/2/17 151 IT11272066 I F11G 16/2/17 152 IT11272067 I F12 16/2/17 153 IT11272068 I FT1 16/2/17 154 IT11272069 I FT2 16/2/17 155 IT11272070 I FT3 16/2/17 156 1T11272071 I FT4 16/2/17 157 IT11272072 I FT5 16/2/17 158 IT11272073 I G1 16/2/17 159 IT11272074 I G2 16/2/17 I60 I T11272075 I G3 16/2/17 161 IT11272076 I G4 16/2/17 162 IT11272077 I H1 16/2/17 163 IT11272078 I H2 16/2/17 164 IT11272079 I J2 16/2/17 165 IT11272080 I J3 16/2/17 2 of 2 Job Truss Truss Type Oty Ply Park Sq Hmsrearcelona-C 2413 T71272016 P2413C-SM Al HIP 1 2 f I Mid-Flonda Lumber, Bartow, FL 7 640 s Apr 19 2016 M7ek Industries, Inc Fn Jun 02 14 47 29 2017 Page 1 ID ItIE)_2vgrkv4uEJUYC21FzkFng-t3zT2zgi?tww8ZTDYIOvF19VWLfRUpEVuh2gXOzAlgy i 4-9-11 9-0-13 13.4-0 1 16-10-0 F 21-1-3 25-4-5 1 30-2-0 4-9.11 4-3-3 4-3-3 3b-0 4-3-3 4-3-3 4-9-11 Scale = 1 52 2 R 4x6 = 4x5 = 19 14 13 12 11 10 - -- 9 -- 4x10 = 2x4 II 7x6 = 4x5 = 3x6 = 7x6 = 2x4 4x10 = 4-9-11 1 9-0-13 13-0 1 16-10-0 21-1-3 25+5 342-0 4-9-11 4-33 433 3-6-0 4-33 4-33 1-9-11 Plate Offsets (X.Y)- r10-5-0.0-1-71. r4 0-5-4.D-2-01. r8 D-5-0.0-1-71. n0-0-3-0.0-5-01. n3 0-3-O,0- -121 LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 200 Plate Gnp DOL 1 25 TC 082 Vert(LL) -0.24 12-13 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 075 Vert(TL) -0.57 12-13 -631 180 BCLL 0.0 ' Rep Stress Incr NO WB 0 63 Horz(TL) 0.16 8 n/a n/a BCDL 100 Code FBC2014/TPI2007 (Matnx-M) Weight 397 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purllns BOT CHORD 2x6 SP DSS *Except* BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. 10-13 2x6 SP No 1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=6305/0-3-8, 8=6011/Mechanical Max Horz 1=-137(LC 6) Max Uplrft1=1760(LC 8), 8=1695(LC 8) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 1-2=11817/3385, 2-3=9948/2943, 3-4=7868/2388, 4-5=7148/2205, 5-6=-7980/2414, 6-7=10243/2992, 7-8=12065/3437 BOT CHORD 1-19=2968/10518, 1-20=-2979/10549, 20-21=-2979/10549, 14-21=-2979/10549, 14-22=2979/10549, 22-23=-2979/10549, 13-23=2979/10549, 13-24=2489/8769, 24-25=2489/8769, 12-25=-2489/8769, 12-26=-1956/7039, 26-27=1956/7039, 11-27=195677039, 11-28=2531/9024, 28-29=2531/9024, 29.30=2531/9024, 10-30=2531/9024, 10-31=3026/10772, 31-32=3026/10772, 9-32=3026/10772, 9-33=3026/10772, 33-34=3026/10772, 8-34=3026/10772 WEBS 2-14=355/1543, 2-13=1961/539, 3-13=-691/2473, 3-12=2565/790, 4-12=-930/3079, 4-11=-141/373, 5-11=988/3327, 6-11=2783/815, 6-10=721/2719, 7-10=1914/543, 7-9=357/1496 a NOTES- 1) 2-ply truss to be connected together with 10d (0 131"xY) 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 of Webs connected as follows 2x4 - 1 row at 0-9-0 oc 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated 3) Unbalanced roof live loads have been considered for this design 4) Wind ASCE 7-10. Vult=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, 8=45ft, L=3Dft, eave=oft, Cat II, Exp B; Encl , GCpi=0.18, MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1 60 5) Provide adequate drainage to prevent water ponding 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurreni with any other live loads. 7) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will printed copies of this document arefitbetweenthebottomchordandanyothermembers 8) Refer to girder(s) for truss to truss connections not considered signed and sealed and 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at)oint(s) except ()t=lb) 1=1760,the signature must be Verified On 8=1695 any electronic copies 10) "Seml-rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Continued on oatue 2 Q WARNING - Verify derogn Parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MX7473 nw. 1M03/2015 BEFORE USE. Design valid for use only with MiTekS connectors This design is based only upon parameters shown, and is for an individual building component, not truss system Before use, the budding designer must verdy 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 is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the 11 fabrication, storage, delivery, erection and bracing of trusses and truss systems, we ANSUTP11 Oualrty Criteria, DSB29 and BCSI Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq HmsBarcelona-C 2413 T11272016 P2413C-SM Al HIP 1 2 Job ReferenceIO 11 MId-hlorlda Lumber, band., rL b4V S Apr Its Lulb MI I ek Inbusines, Inc rn Jun uL 14 4t L Lul / "ge ID ItiEt_2vgrkv4uEJUYC2jFzkFng-t3zT2zgl9twwBZTDYIOvFl9VVVLfRUpEVuh2gXOzAlgy NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 640 lb down and 165 lb up at 0-4-0, 624 lb down and 174 lb up at 2-4-0. 624 lb down and 174 lb up at 4-", 624 lb down and 174 lb up at 6-4-0, 619 lb down and 228 lb up at 8- -0, 619 lb down and 210 lb up at 10-4-0, 616 lb down and 209 lb up at 12-4-0, 611 lb down and 221 lb up at 14-4-0. 611 lb down and 221 lb up at 15-10-0, 616 lb down and 209 lb up at 17-10-0, 619 lb down and 210 lb up at 19-10-0, 616 lb down and 180 lb up at 20-7-4, 616 lb down and 180 lb up at 22-7-4, 616 lb down and 180 lb up at 24-7-4, and 616 lb down and 180 lb up at 26-7-4, and 616 lb down and 182 lb up at 28-7-4 on bottom chord The design/selection of such connection device(s) is the responsibility of others LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=l 25 Uniform Loads (plf) Vert 1-4=60, 4-5=-60, 5-8=60, 1-8=20 Concentrated Loads (lb) Vert 19=640(F) 20=624(F) 21=-624(F) 22=-624(F) 23=619(F) 24=-619(F) 25=-616(F) 26=-611(F) 27=-611(F) 28=-616(F) 29=619(F) 30=-616(F) 31=-616(F) 32=616(F) 33=616(F) 34=-616(F) Q WARNING - Verify dasrgn parameters and READ NOTES ON THS AND INCLUDED 00TEK REFERENCE PAGE 111II.7473 m. IOM312015 BEFORE USE. Design valid for use only with MiTek* connectors This design is based only upon parameters shown, and is for an mdmdual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall Wilding design Bracing indicated is to prevent buckling of individual truss web andlor 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 I,bncalion, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Oualny Criteria, DSB49 and BCSI Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street. Suite 312, Alexandria, VA 22314 Tampa, FL 36610 4_ Job Truss Truss Type Qty Ply Park Sq Hm5/Barcelona-C 2413 T71272017 P2413C-SM A2 HIP 1 1 Job Refere Inah Mid -Florida Lumber, Barlow. FL 7 640 s Apr 19 2016 M7ek Industries, Inc Fn Jun 02 14 47 30 2017 Page 1 ID KiE)_2vgrkv4uEJUYC21FzkFng-MFXrGJrwmB2n112Q6PXBoyi1ml5uDJte6LOD3gzAlgx 6-3-4 12-0-0 i 1&2-0 23-10-12 30-2-0 21-2-0i 58-12 .2-0 58-12 6-3-4 1-0-0 Scale = 1.53 5 5x5 = 3 21 22 23 5x5 = li, 12 11 9 8 3x4 = 1.4 II 3x4 = 3x4 = 3x8 = 1x4 II 3x4 = 63 12-0-0 63 5-8-1262-0 1 -0 1 1 3-1 1 50.12 0 6-3-4 Plate Offsets (X.Y)- l3 0-2-8.D-2-41.14 0-2-8.0-2-41 LOADING (psf) SPACING- 2-D-0 CSI. DEFL. in (IOC) I/defl LJd PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 053 Vert(LL) 0 03 9-11 999 240 MT20 244/190 TCDL 100 Lumber DOL 125 BC 0.35 Vert(TL) 009 9-11 999 180 BCLL 00 ' Rep Stress Incr YES WB 042 Horz(TL) 002 9 n/a n/a BCDL 100 Code FBC2014/TPl2D07 Matrix-M) Weight 152 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 WEBS REACTIONS. ( Ib/size) 1=604/Mechanical, 9=1533/0-3-8, 6=336/0-3-8 Max Horz 1=132(LC 10) Max Uplift 1=-148(LC 12), 9=353(1_C 12), 6=-115(LC 12) Max Grav 1=632(LC 21). 9=1533(LC 1), 6=391(LC 22) FORCES. ( lb) - Max Comp./Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 1-19=-913/283, 2-19=841/295, 2-20=-417/177, 3-20=334/196, 3-21=0/392, 21- 22=0/392, 22-23=0/392, 4-23=0/392, 4-24=60/524, 5-24=-71/385, 6-25=254/108 BOT CHORD 1-12=177/767, 11-12=177/767, 10-11=0/314, 9-10=0/314 WEBS 2-11=-524/242, 3-11=-82/436, 3-9=887/306, 4-9=546/241, 5-9=-531/244 Structural wood sheathing directly applied or 5-10-0 oc pudins Rigid ceiling directly applied or 6-0-0 oc bracing 1 Row at midpt 3-9 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, B=45ft; L=30ft, eave=oft, Cat 11. Exp B, Encl , GCpi=0.18, MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-3, Interior(1) 3-0-3 to 12-0-0, Exterior(2) 12-0-0 to 22- 5-3, Interior(1) 22-5-3 to 31-2-0 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL= 1 60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10 Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to beanng plate capable of withstanding 100 lb uplift at joint(s) except (1t=lb) 1=148, 9= 353,6=115 8) " Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies fi. a_ Q WARNING - Varify design paramarars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE a111.7473 rw. 1010312015 BEFORE USE KNIIIIIIIIIIIIIIII Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verity 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 is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the Dw fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPl1 Oualtty Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street. Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type oly Ply Park Sq Hms/Barcelona-C 2413 T71272018 P2413C-SM A4 HIP 1 1 b MM-Flonda Lumber, Bartow, FL 7 640 s Apr 19 2016 MTek Indusines, Inc Fn Jun 02 14 47 31 2017 Page 1 ID ItIEL2vgrkv4uEJUYC2tFzkFng-gSSDTerYXUAeNtdcg62NKAFyL9PlygboL?XnbHzAlgw r 5-9-4 11-0-0 I 151-0 19-2-0 24-4-12 30-2-0 31-2-0 5-9-4 5-2-12 4-1-0 4-1-0 52-12 5-9-4 1-0-0 Scale = 1 52 5 4x4 = 3.4 = 4x4 = 3 22 4 235 nd 16 13 12 10 9 1.4 l 3x8 = 3x4 3x8 = 1x4 11 3x4 = 3x4 = S9 11-0-0 18-10-0 192 0 24-12 30-2-0 S9, 52-12 7-10-0 0-0 52-12 59-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 041 Vert(LL) 0 08 10-12 999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 046 Vert(TL) 0 21 10-12 999 180 BCLL 00 ' Rep Stress Incr YES WB 077 Horz(TL) 002 10 n/a n/a BCDL 100 Code FBC2014rrPI2007 Matnx-M) Weight: 156 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) 1=632/Mechanical, 10=1556/0-3-8, 7=285/0-3-8 Max Horz 1=-122(LC 10) Max Uplrft1=156(LC 12), 10=-356(LC 12), 7=105(LC 12) Max Grav 1=656(LC 21), 10=1556(LC 1), 7=338(LC 22) FORCES. (lb) - Max Comp /Max. Ten - All forces 250 (lb) or less except when shown TOP CHORD 1-20=997/324, 2-20=930/335, 2-2 1 =537/214, 3-21=-458/232, 3-22=-408/256, 4-22=-408/256, 4-23=25/452, 5-23=25/452, 5-24=-80/554, 6-24=91/427 BOT CHORD 1-13=-218/833, 12-13=-218/833 WEBS 2-12=-484/237, 4-12=-156/551, 4-10=-863/330, 5-10=-472/193, 6-10=498/241 Structural wood sheathing directly applied or 5-7-14 oc purlins Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-10, Vuh=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, 6=45ft, L=30ft, eave=4ft, Cat 11, Exp B, Encl , GCpi=O 18, MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-3, Intenor(1) 3-0-3 to 11-0-0, Exterior(2) 11-0-0 to 23-5-3, Interior(1) 23-5-3 to 31-2-0 zone,C-C for members and forces d MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf 6) Refer to girder(s) for truss to truss connections 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (/t=lb) 1=156, 10=356, 7=105 8) "Semi -rigid pltchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - V design - ~_ Q erHy p 1»nmerers and READ NOTES ON TMS AND INCLUDED aVTEK REFERENCE PAGE MIL7173 rev. 1MLJR0f 5 BEFORE USE Design valid for use only with MiTekt 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 verily the applicability of design parameters and properly incorporate this design into the overall Mm budding design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the RMR fabrication, storage, delivery, erection and bracing of trusses end truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 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 Dty Ply Park Sq Hms/Barcelona-C 2413 T71272019 P2413C-SM A5 HIP 1 1 f n I Mid -Florida Lumber, Bartow, FL 7 640 s Apr 19 2016 MiTek Industries, Inc Fri Jun 02 14 47 31 2017 Page 1 IDItiEL2vgrkv4uEJUYC2jFzkFng-qS5DTerYXUAeNtdcg62NKAFxZ9K0ykBoL?XnbHzAlgw 4-9-4 I 9-0-0 15-1-0 21-2-0 25-4-12I 30-2-0 3 2-0 4-9-4 4-2-12 11-0 6-1-0 4-2-12 4-9-4 1-0-0 Scale = 1 52 5 3x5 = 4x4 = 3x8 = 4x4 = 3 21 22 4 23 24 5 13 .- 11 10 9 3x8 = 3x5 = 1x4 II LOADING (psf) SPACING- 2-0-0 CS'. TCLL 200 Plate Grip DOL 1 25 TC 0.46 TCDL 100 Lumber DOL 1 25 BC 0.80 BCLL 0 0 ' Rep Stress Incr-YES- WB-0 54 BCDL 100 Code FBC2014rrP12007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No 2 'Except' 7-12. 2x4 SP No.1 WEBS 2x4 SP No 3 3x8 = DEFL. in (loc) Vdefl Ud Vert(LL) -0.13 9-19 >999 240 Vert(TL) -038 9-19 >361 180 Horz( TL)- 0 08- 7-n/a-n/a 3x5 = PLATES GRIP MT20 244/190 Weight. 149 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-11 oc purlins BOT CHORD Rigid ceiling directly applied or 7-11-7 oc bracing REACTIONS. ( lb/size) 1=1067/Mechanical, 7=1046/0-3-8, 10=360/0-3-8 Max Horz 1=-101(LC 10) Max Uplrft 1=254(LC 12), 7=276(1_C 12), 10=87(LC 12) FORCES. ( lb) - Max Comp./Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 1-20=-1872/680, 2-20=1806/694, 2-3=-1599/583, 3-21=-1389/569, 21-22=-1389/569, 4- 22=1389/569, 4-23=-1168/492, 23-24=1168/492, 5-24=1168/492, 5-6=1357/498, 6- 25=1585/612, 7-25=-1638/599 BOT CHORD 1-13=-547/1624, 12-13=-400/1504, 11-12=400/1504, 1D-11=-400/1504, 9-10=-400/1504, 7- 9=483/1418 WEBS 2-13=282/218, 3-13=94/425, 4-13=262/80, 4-9=513/178, 5-9=56/348, 6-9=294/222 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind. ASCE 7-10, VuK=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, B=45ft. L=30ft, eave=4ft, Cat It. Exp B; Eric[, GCpi=O 18, MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-3, Interior(1) 3-0-3 to 9-0-0, Extenor(2) 9-0-0 to 25-6-11. Intenor( 1) 25-6-11 to 31-2-0 zone;C-C for members and forces 3 MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (A=lb) 1= 254, 7=276 8) " Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. la Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verify design panmetrs and READ NOTES ON TNS AND INCLUDED 110TEN REFERENCE PAGE 141II-7473 - 10ro3/2015 BEFORE USE. Design valid for use only with MITek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the budding designer must vent' the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual buss web and/or chord members only Additional temporaryand permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the Is fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 end BCSI Building Component 6904 Parke Fast Blvd Safety Irdormabon 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 HmUBarcelona-C 2413 I T11272020 P2413C-SM A6 HIP 1 1 Job r n Mid-Fbnda Lumber, Banow, FL 7.640 s Apr 19 2016 M7ek Industnes. Inc Fn Jun 02 14 47 33 2017 Page 1 ID ItIEI_2vgrkv4uEJUYC2jFzkFng-mqC_uKto36QMcBn_nX4rPbKDOy7MOYn5oJOtg9zAlqu F1-o-01 3-9-4 7-0-0 11-6-0 1_ 15-1-0 1t! 62 I 23-2-0 r 3d2- 0 1-2-0 1- 0-0 3-9-4 3-2-12 4.6-0 3-7-0 3-74-6-0-0403-2-12 3-94 1-0-0 Scale = 1 53 7 e no 3x4 = 4x8 = 1x4 11 4x8 = 1.4 II 4x8 = 4 23 245 25 6 26 7 27 28 8 16 15 14 13 12 3x4 - 6x8 - 5x5 = 6x8 = 3x4 = 3x4 = 7- 0.0 11-6- 1-0 1&9 1 3-2-0 30. -0 7- 0-0 4b0 3-7-0 37-0 0. 4-512 Plate Offsets (X.Y)- 12 0-2-0.Edgel. 14.0-5-4.0-2-01, 18 0-5-4,0-2-01. 110.0-2-0,Edgel. 114:0-2-8.0-3-01 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ltd PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 072 Vert(L-) -0.05 15-16 999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 0.36 Vert(TL) -012 15-16 999 180 BCLL 00 ' Rep Stress Incr NO WB 092 Horz(TL) 003 10 n/a n/a BCDL 10. 0 Code FBC2014/TPI2007 Matrix-M) Weight 161 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 4-2-14 oc puriins BOT CHORD 2x4 SP No 1 D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEBS 2x4 SP No 3 REACTIONS. (lb/ size) 2=1089/0-3-8, 13=2966/0-3-8, 10=381/0-3-8 Max Horz 2=82(LC 24) Max Uplift2=- 328(LC 8), 13=-879(LC 8), 10=118(LC 8) Max Grav 2=1099(LC 17), 13=2966(LC 1), 10=398(LC 18) FORCES. (lb) - Max Comp./Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=1862/555, 3-4=1666/508, 4-23=1184/396, 23-24=-1184/396, 5-24=1184/396, 5-25= 11841396, 6-25=1184/396, 6-26=271/1096, 7-26=271/1096, 7-27=271/1096, 27-28=- 271/1096, 8-28=-271/1096, 9-10=369/108 BOT CHORD 2-16=-428/1620, 16-29=357/1483, 29-30=-357/1483, 15-30=-357/1483, 15-31=-65/287, 14-31= 65/287, 14-32=65/287, 1332=-65/287, 10-12=-32/298 WEBS 4- 16=-69/595, 4-15=396/109, 5-15=489/251, 6-15=-383/1277, 6-13=1894/556, 7-13= 511/258, 8-13=-1506/438, 8-12=-74/608 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind. ASCE 7-10, VuR=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft; B=45ft, L=30ft, eave=4ft, Cat II, Exp B; Encl , 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 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=328, 13=879, 10=118 7) "Semi - rigid pitchbreaks including heels' Member end fixity model was used in the analysts and design of this truss. 8) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 189 lb down and 206 lb up at 7-0-0, 111 lb down and 106 lb up at 9-0-12, 108 lb down and 106 lb up at 11-0-12, 105 lb down and 106 lb up at 13-0-12, 105 lb down and 106 lb up at 15-1-0, 105 lb down and 106 lb up at 17-1-4, 108 lb down and 106 lb up at 19-1-4, and 111 lb down and 106 lb up at 21-1- 4, and 189 lb down and 206 lb up at 23-2-0 on top chord, and 327 lb down and 97 lb up at 7-0-0, 66 lb down at 9-0-12, 66 lb down at 11-0-12, 66 lb down at 13-0-12, 66 lb down at 15-1-0, 66 lb down at 17-1-4, 66 lb down at 19-1-4, and 66 lb down at 21-1-4, and 327 lb down and 97 lb up at 23-1-4 on bottom chord The design/selection of such connection device(s) is the responsibility of printed CO ies of this document are p others9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) not considered signed and sealed and the signature must be verified on LOAD CASE( S) Standard any electronic copies Continued on Daoe 2 Q WARNING - Varity dasrgn Parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. f OM312015 BEFORE USE. Maslow Design valid for use ontywith MiTeke connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the budding designer must verify the applcabiitty of design parameters and property incorporate this design into the overall budding design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality criteria, DSB-89 and SCSI Building Component 6904 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 Qty Ply Park Sq HmslBarcelona-C 2413 T71272020 P2413C-SM A6 HIP 1 1 Mrd-Fonda Lumber, Bartow, FL 7 640 5 Apr 19 2016 MiTek Industries, Inc. Fn Jun 02 14 47 33 2017 Page 2 ID ttIEL2vgrkv4uEJUYC2jFzkFng-mqC_uKto36OMcBn_nX4rPbKDOy7MQYn5oJOtg9zAlqu LOAD CASE(S) Standard 1) Dead + Roof Live (balanced). Lumber Increase=l 25, Plate Increase=l 25 Uniform Loads (plf) Vert: 1-4=60, 4-8=-60, 8-11=60, 17-20=20 Concentrated Loads (lb) Vert 4=142(F) 8=-142(F) 16=-327(F) 14=-41(F) 6=-97(F) 12=-327(F) 23=-97(F) 24=-97(F) 25=-97(F) 26=97(F) 27=-97(F) 28=-97(F) 29=41(F) 30=-41(F) 31=-41(F) 32=-41(F) 33=-41(F) 34=-41(F) Q WARNING - Verdy design parameters and READ NOTES ON TEES AND INCLUDED MITEK REFERENCE PAGE MB-7473 rev 10103/2015 BEFORE USE Design valid for use only with MiTekS 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 properly incorporate this design into the overall ibus : ding design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always requned for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq Hms/Barcelona-C 2413 T11272021 P2413C-SM B1 SPECIAL 1 Mid -Florida Lumber, Bartow, FL 7 640 s Apr 19 2016 MiTek Industries, Inc Fri Jun 02 14 47 34 2017 Page 1 ID ItiEL2vgrkv4uEJUYC2jFzkFng-E1mM5guRgPYDELMBLFb4yotLVMLw9-5E1zmRCbzAlgt 12-94 1-0-0 4 11 31a3 3-101 2-3-6 2-36 2-36 236 2-5-1 0-1-12 Scale = 1 48 6 1 5x4 = 1x4 II 1x4 II 3x4 21 zu l9 1d 1/ 1b lb 14 13 2.4 18x8 = 2.4 11 8x8 = 4x4 = 5x6 = 2x4 I 4x4 = 4x8 = 12-9-4 4+11 3-10-3 3-10.3 Od-0" 2-36 12-3-6 2.3-6 23-6 2-54 , 0-1-12 Plate Offsets (X.Y)- 12:0-1-8.Edael. 16 0-4-8.0-2-121. f7 0-2-0.0-2-81. 117:0-4-O.Edael LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 100 TC 0.93 Vert(LL) 0 44 18 >657 360 MT20 244/190 TCDL 100 Lumber DOL 100 BC 085 Vert(TL) 1 06 17-18 >274 240 BCLL 00 ' Rep Stress Ina NO WB 098 HOrz(rL) 008 13 n/a n/a BCDL 100 Code FBC2014/TPl2D07 Matrix-M) Weight 316 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 1-11-14 oc purlins, BOT CHORD 2x6 SP DSS except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing 8-18,8-16,11-15,11-13. 2x4 SP No 2 WEBS 1 Row at midpt 6-20 REACTIONS. (lb/size) 13=1607/D-4-0, 2=1448/0-8-0 Max Horz 2=187(LC 12) Max Uplift 13=79(LC 12), 2=176(LC 12) Max Grav 13=1972(LC 2), 2=1518(LC 17) FORCES. (lb) - Max Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-25=-2893/675, 3-25=2865/684, 3-4=-2802/689, 6-7=-1162513094, 7-27=-11670/3113, 8- 27=-11670/3113, 8-28=-8249/1727, 9-28=-8249/1727, 9-10=-8249/1727, 10- 29=-8249/1727, 11-29=-8249/1727 BOT CHORD 2-21=-792/2596, 20-21=-792/2596, 19-20=2925/10711, 18-19=3036/11121, 17- 18=-2852/11854, 16-17=2852/11854, 15-16=-1727/8249, 14-15=731/3980, 13- 14=-731/3980 WEBS 4-20=-734/2848, 6-19=-1193/322, 6-20=-8561/2281, 4-6=3007/890, 7-18=-484/207, 6- 18=-141/1078, 8-17=-270/1048, 10-15=547/94, 11-14=-449/144, 8-18=438/303, 8- 16=-3910/1220, 11-15=-1080/4667, 11-13=-4066/748 NOTES- 1) 2-ply truss to be connected together with 10d (0 131"xY) nails as follows: Top chords connected as follows 2x4 - 1 row at 0-4-0 oc Bottom chords connected as follows 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows 2x4 - 1 row at 0-9-0 oc; 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated 3) Unbalanced roof live loads have been considered for this design. 4) Wind ASCE 7-10; VuR=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3.Opsf, h=15ft, B=45ft, L=24ft, eave=4ft, Cat II, Exp B, Encl , GCpi=O 18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 11-11-4, Extenor(2) 12-1-0 to 15- 0-10 zone,C-C for members and forces d MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1 60 5) Provide adequate drainage to prevent water ponding 6) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent wrth any other live loads 7) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Printed copies of this document are pfitbetweenthebottomchordandanyothermembers. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except 0=1b) not considered signed and sealed and 2= 176 the signature must be verified on 9) " Semf-rigid prtchbreaks including heels" Member end fixity model was used in the analysis and design of this truss any electronic copies 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on Daae 2 r D WARNING • Vanity dmpn p iTek( D co and READ NOTES ON ass AND INCLUDED Mters REFERENCE PAGE MII.7473 bud ing component, BEFORE USE. Design valid for use only with MiTekm connectors This design is based Ditty upon parameters shown, and is for an indivdual budding component, not a truss system Before use, the budding designer must vent' the applicability of design parameters and properly incorporate this design into the overall - buildmg design Bracing indicated is to prevent Duckling of individual truss web and/or chord members 0* Additional temporary and permanent bracing is alwaMW ys requiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Critena, DSB49 and BCSI Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Ale andna. VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq HmslBarcelona-C 2413 T71272021 P2413C-SM B1 SPECIAL t n Mid -Florida Lumber, Bartow, FL 7 640 5 Apr 19 2016 Mi7ek Industries, Inc Fn Jun 02 14 47 34 2017 Page 2 ID RiE)_2vgrkv4uEJUYC2tFzkFng-E1mM5guRgPYDELMBLFb4yotLVMLw9_5E1zmRCbzAlgt NOTES- 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 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=l 00, Plate Increase=l 00 Uniform Loads (plf) Vert: 1-5=60, 5-7=90, 7-12=90, 2-13=20 Concentrated Loads (lb) Vert 7=706 Q WARNING - Vrrfy design paramatrs and READ NOTES ON TINS AND INCLUDED MTEK REFERENCE PAGE MIIi rw. 101032015 BEFORE USE. Design valid for use only with M7ek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the Is fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Sude 312, Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq Hms/Bamelona-C 2413 T11272022 P2413C-SM B2 SPECIAL 1 I Mid -Florida Lumber, Bartow. FL 7 640 s Apr 19 2016 MTek Intlusines, Inc Fri Jun 02 14 47 35 2017 Page 1 ID ftiEL2vgrkv4uEJUYC2)FzkFng-iDKkJOv3b1g4sUwNvy7JVOPVamiOuRMNGdV_k2zAlgs i-1-0-0 1 5-9-4 11-0.0 { 12-7-8 1 14-10.14 171-0 19-7-6 21-10-13 1-0-0 5-9-4 5-2-12 1-7-8 2-3-6 2-52 2-3-6 2-37 2-5-3 Scale = 1 44 4 9 3R, 5x8 = 2.6 11 3x4 19 18 17 15 15 14 13 12 2x4 1 5x10 = 4x4 1 8x12 MT20HS = 2x4 11 2.4 11 70 = 2x6 11 i S9 11-0-0 12-7-8 14-10.14 17+0 19-74i 21-10.13 24_-0 5-9.4 5-2-12 1-7_ 2-3-6 2 2. I2 37 1 2 5-3 i Plate Offsets (X.Y)- l2 0-1.4.Edael, l4 0-5-12,0-1-121. 16 0-2-12.0-3-01. f 16 0-6-0.0-4-81. 118 0-2-12,0.1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 100 TC 097 Vert(LL) -0 45 16-17 >642 360 MT20 244/190 TCDL 100 Lumber DOL 100 BC 071 Vert(TL) -1 09 16-17 >265 240 MT20HS 187/143 BCLL 00 ' Rep Stress Incr NO WB 098 Horz(TL) 007 12 n/a n/a BCDL 100 Code FBC2014rrPI2007 Matnx-M) Weight 300 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-8-10 oc purlins, except BOT CHORD 2x6 SP DSS end verticals WEBS 2x4 SP No 3 *Except* BOT CHORD Rigid ceiling directly applied or 9-10-1 oc bracing. 5-17,4-18,6-18 2x4 SP No 2 REACTIONS. (lb/size) 12=1597/0-4-0, 2=1456/0-8-0 Max Horz 2=324(LC 12) Max Uplift 12=100(LC 12), 2=166(1_C 12) Max Grav 12=1993(LC 17), 2=1549(LC 17) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-22=3046/688, 3-22=29967702, 3-23=-2344/529, 4-23=2279/540, 6-17=-436/190, 6-24=11552/2967, 7-24=-11552/2967, 7-25=1155212967. 8-25=11552/2967, 8-9=8797/1963, 9-26=-37577739, 10-26=37577739, 10-11=-3757/739, 11-12=1673/325 BOT CHORD 2-19=-982/2812, 18-19=982/2812, 17-18=-3332/11828, 16-17=-3588/12560, 15-16=-1963/8797, 14-15=-1963/8797, 13-14=-1963/8797, 12-13=53/274 WEBS 3-19=-38/386, 3-18=751/284, 4-18=2037/7504, 8-15=-1157/357, 9-14=401/1522, 7-16=357/50, 6-16=1197/667, 8-16=-1080/2962, 9-13=5464/1327, 11-13=745/3777, 4-6=6938/2046, 6-18=11675/3137 NOTES- 1) 2-ply truss to be connected together with 10d (0 131"x3") nails as follows Top chords connected as follows 2x4 - 1 row at 0-7-0 oc Bottom chords connected as follows 2x6 - 2 rows staggered at 0-9-0 oc Webs connected as follows 2x4 - 1 row at 0-0-0 oc, Except member 18-6 2x4 - 1 row at 0-7-0 oC 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated 3) Unbalanced roof live loads have been considered for this design. 4) Wind ASCE 7-10, VuR=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=15ft; B=45ft, L=24ft, eave=oft; Cat. II; Exp B, Encl , GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 11-0-0, Extenor(2) 11-0-0 to 12-5-12, Intenor(1) 12-5-12 to 24-2-4 zone,C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1 60 plate gnp DO L=1.60 5) Provide adequate drainage to prevent water ponding 6) All plates are MT20 plates unless otherwise indicated 7) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads Printed copies of this document are8) 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 not considered signed and sealed and 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except at=lb) the signature must be verified on 2=166 any electronic copies 10) "Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysts and design of this truss. Continued on Daae 2 Q WARNING - Verffy d.9. parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 10,9312015 BEFORE USE Design valid for use only with MTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verily the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSV P11 Quality Criteria, DSB49 and BCSI Building Component 6904 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 Qty Ply Park Sq Hms/Barcelona-C 2413 T11272022 P2413C-SM B2 SPECIAL 1 n Mtd-Florida Lumber, Bartow, FL 7 640 s Apr 19 2016 MTek Industnes, Inc Fn Jun 02 14 47 35 2017 Page 2 ID ttiEl_2vgrkv4uEJUYC2lFzkFng-IDKkJOv3btg4sUwNvy7JVOPVamIQuRMNGdV_k2zAlgs NOTES- 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 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert 1-4=60, 4-5=-60, 6-11=90, 2-12=-20 Concentrated Loads (lb) Vert 6=706 WARNING - Venry tlesign paramat— and READ NOTES ON TNS AND INCLUDED M/TEK REFERENCE PAGE MI47473 raw. 10N3/20f 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 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 Addaional 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 Is fabrication, storage. delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information avadabk from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type pry Ply Park Sq Hms/Bamelona-C 2413 T71272023 P2413C-SM B3 SPECIAL 1 2 Mid-Flonda Lumber, Bartow, FL 7 &10 s Apr 19 2016 MTek Industries, Inc Fn Jun 02 14 47 35 2017 Page 1 ID KIEL2vgrkv4uEJUYC2)FzkFng-IDKkJOv3bjg4sUwNvy7JVOPVRmiguTyNGdV_k2zAlgs 1-0-01 9-0-0 12 17o 19 z1-113I 1-0-0 4-9 2-3-6 2-5-2 2-3-6 2-3-7 _ I 25 Scale = 1 44 5 4x8 = 4 24 1. 5x4 II 25 5 IT 19 18 17 15 15 14 13 12 3x4 = 2x4 11 8x9 = 4.4 11 8x12 MT20HS = 2.4 11 2.4 11 7x8 = 2x6 4- 9-4 9-0-0 12-7-8 i 14-10.14 17-4-0 157-6 21-10.13 24+0 114- 9-4 4-2-12 3-7-8 2-3-6 2-52 1 1 1 2- 37 2-53 Plate Offsets (X.Y)- 12 0-1-8.Edgel, 14,0-5-4.0-2-01, 16 0-2-8.0-3-41. 116 0-6-0.0-4-81 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.00 TC 098 Vert(LL) -0 42 16-17 >689 360 MT20 244/190 TCDL 100 Lumber DOL 1.00 BC 076 Vert(TL) -1.01 16-17 >286 240 MT20HS 187/143 BCLL 00 ' Rep Stress Inv NO WB 0 87 Horz(TL) 0.07 12 n/a n/a BCDL 100 Code FBC2014rTP12007 Matnx-M) Weight 294 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-6-15 oc purlins, except BOT CHORD 2x6 SP DSS end verticals. WEBS 2x4 SP No 3 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing 6- 18: 2x4 SP No 2 REACTIONS. ( lb/size) 12=1597/0- -0, 2=1456/0-6-0 Max Horz 2=263(LC 12) Max Uplift 12=90(LC 9). 2=178(LC 12) Max Grav 12=1981(LC 17), 2=1547(LC 17) FORCES. ( lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-22=2973/743, 3-22=29441754, 3-23=-2729/695, 4-23=26791707, 6-17=-549/216, 6- 26=-11463/2852, 7-26=-11463/2852, 7-27=111463/2852. 8-27=-11463/2852, 8- 9=8730/1887, 9.28=3734/7113, 10-28=37341713, 10-11=-3734r713, 11-12=1663/314 BOT CHORD 2-19=-95912737, 18-19=-959/2737, 17-18=-3202/11612, 16-17=3409/12291, 15- 16=-1887/8730, 14-15=-1887/8730, 13-14=-1887/8730, 12-13=51/272 WEBS 3-18=-330/150, 4-18=-871/3325, 4-6=3256/991, 6-18=-9483/2465, 8-15=11561346, 9-14=-385/1509, 7- 16=-345/43, 6-16=-1088/600, 8-16=-1037/2938, 11-13=-717/3754, 9-13=-5417/1273 NOTES- 1) 2-ply truss to be connected together with 1 Od (0 131 "xY) 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 Webs connected as follows 2x4 - 1 row at 0-9-0 oc 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated 3) Unbalanced roof live loads have been considered for this design 4) Wind ASCE 7-10, Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=3.Opsf; h=15ft, B=45ft, L=24ft, eave=oft; Cat 11, Exp B. Encl , GCpi=O 18; MWFRS (directional) and C-C Extenor(2) -1-M to 2-0-0, Inlenor(1) 2-0-0 to 9-0-0, Extenor(2) 9-0-0 to 12-0-0, Intenor(1) 12-5-12 to 24-2-4 zone,C-C for members and forces & MWFRS for reactions shown, Lumber D0L=1 60 plate grip DOL=1 60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 8) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will printed copies of this document are p fit between the bottomchordandanyothermembers9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at)oint(s) 12 except 0=11b) not considered signed and sealed and 2=178 the signature must be verified on 10) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. any electronic Copies 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) The design/selection of such ContfrRf>t1f61ip9ad,qllLse(s) is the responsibility of others Q WARNING - Verify design parameters and READ NOTES ON TMS AND INCLUDED WTEK REFERENCE PAGE M11.7473 rev 1010312015 BEFORE USE Design valid for use only with MITek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall buildingdesign Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracrng is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPN Quality Criteria, DSBJ! 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 Truss Type oty Ply Park Sq HmslBarceiona-C 2413 T11272023 P2413C-SM B3 SPECIAL 1 2 Mid-Flonda Lumber, Bartow, FL LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1 00, Plate Increase=1.00 Uniform Loads (plf) Vert 1-4=60, 4-5=-60, 6-11=90, 2-12=20 Concentrated Loads (Ib) Vert 6=-706 76403640s Apr 19 2016 Mrfek Industries, Inc Fn Jun 02 14 47 35 2017 Page 2 ID ItiEf_2vgrkv4uEJUYC21FzkFng-iDKkJOv3bfg4sUwNvy7JVOPVRmiguTyNGdV_k2zAlgs w D WARNING - Verily design paramafars and READ NOTES is bass AND INCLUDED asters REFERENCE PAGE Mividual bard 1010312015 comp 5 BEFORE USE. Design valid for use only with Miele® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members onty Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal in/ury and property damage For general guidance regarding the M% fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPH Oualrty Crttem, DSB49 and BCSI Building Component 69134 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 HmsBarcelona-C 2413 T77272024 P2413GSM B4 SPECIAL 1 3 f Mx1-Flonda Lumber, Bartow, FL 7 640 s Apr 19 2016 MITek Industnes, Inc Fri Jun 02 14 47 36 2017 Page 1 IDHiEL2vgrkv4uEJUYC2IFzkFng-APu6WMvhL1 oxTeVZSgeY1 DygCA1 mduEXVHFXGUzAlgr 1- 0.0 3-9-4 I 7-0-0 I 9-11-8 i 12-7-8 I 14-10-14 i 17-4-0 F 19-7-6 i 21-10-13 z41-0 1- 0-03-9-43-2-12 2-11-8 2-8.0 2-3-6 2-5-2 2-3-6 2-}7 Scale = 1 44 5 4x8 = 4x6 = 2x4 II 4 24 5 25 26 6 IT 21 20 - 19 -" 18 '- 17 '" 16 15 "- 14 -- 13 3x4 = 2x4 II 3x4 = 7x10 = 44 II 8x12MT20HS = 2x4 3x8 Bx9 = 3x4 I 94 7-0.09-11 4I 212-0.11 24-0 94 } 2-12 t4- 10.}1 22822-5-2 2-76 i 2 Plate Offsets (X.Y)- r4 0-5-4.0-2-01.17 0-3-4,0-3-41.r12 0-3-0.0-2-41.117 0-6-0.0-4-81.r19 0-2-4.0-4-81 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 200 Plate Grip DOL 1 00 TC 098 Vert(LL) -0 43 17-18 >670 360 MT20 244/190 TCDL 100 Lumber DOL 1 00 BC 083 Vert(TL) -1 04 17-18 >279 240 MT20HS 187/143 BCLL 00 ' Rep Stress Incr NO WB 1.00 HOrz(rL) 008 13 n/a n/a BCDL 100 Code FBC20141TP12007 Matnx-M) Weight: 446 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except* TOP CHORD Structural wood sheathing directly applied or 244 oc purlins, except 7- 12 2x4 SP No 1 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* 6- 18,7-19 2x4 SP No 2 REACTIONS. ( lb/size) 13=2528/0-4-0, 2=2354/0-8-0 Max Horz 2=242(LC 8) Max Uplift 13=621(LC 5), 2=-606(LC 5) Max Grav 13=3511(LC 2), 2=2377(LC 2) FORCES. ( lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3= 4888/1296, 3-4=-4707/1302, 4-24=5361/1475, 5-24=5361/1475, 5-25=34V72, 25- 26=341/72, 6-26=341/72, 7-18=207/312, 7-8=-18909/4757, 8-9=18909/4757, 9- 10=14347/3185, 10-11=-6255/1230, 11-12=-6255/1230, 12-13=2675/535 BOT CHORD 2-21=1285/4350, 20-21=-1285/4350, 20-27=1253/4195, 19-27=1253/4195, 19- 28=-5167/18830, 18-28=-5167/18830, 18-29=5467/19929, 17-29=-5467/19929, 17- 30=-3185/14347, 16-30=-3185/14347, 16-31=-3185/14347, 15-31=-3185/14347, 15- 32=3185/14347, 14-32=-3185/14347, 14-33=-86/442, 13-33=86/442 WEBS 3-20=-258/90, 4-20=76/477, 4-19=-467/1861, 5-19=-1231/4676, 5-7=6914/1947, 7- 19=-14479/3888, 9-16=-1693/566, 10-15=616/2648, 8-17=-263/85, 7-17=-2087/816, 9- 17=1690/5191, 12-14=1241/6303, 10-14=8774/2119 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"xY) 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 0-9-0 oc. 2) All loads are considered equally applied to all plies, except 0 noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated 3) Unbalanced roof live loads have been considered for this design 4) Wind. ASCE 7-10, VuK=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf; BCDL=3.Opsf, h=25ft; B=45ft, L=24ft, eave=oft, Cat II, Exp B; Eric] , GCpi=O 18, MWFRS (directional), Lumber DOL=1 60 plate gnp DOL=1.60 5) Provide adequate drainage to prevent water ponding 6) All plates are MT20 plates unless otherwise indicated Printed copies of this document are 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 8) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will not considered signed and sealed and fit between the bottom chord and any other members the signature must be verified on 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except T=lb) 13=621,any electronic Copies 2= 606 including heels" Member end fixity model was used in the analysis and design of this truss rr D WARNING • Verify Msrpn MiTekVtco and READ ROTES is THIS AND INCLUDED Mters REFERENCE PAGE Miv dual nv. building component, BEFORE USE. Design valid for use only with Mi7ekdD 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 venty 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 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, we ANSM11 Quality Criteria, DS849 and BCSI Building Component 6904 Parke Fast BNtl Safety Irdormabon 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(Barcelona-C 2413 ' T11272024 P2413C-SM B4 SPECIAL 1 3 Mkt-Flonda Lumber, Barlow. FL 7 640 5 Apr 19 ZU16 MlTek Industnes, Inc Fn Jun 02 14 47 36 2017 Page 2 ID ItiEy2vgrkv4uEJUYC21FzkFng-APu6VVMvhLloxTeVZSgeYIDygCAlmduEXVHFXGUzAlgr NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 189 lb down and 204 Ito up at 7-0-0, and 97 lb down and 106 lb up at 9-0-12, and 97 Ib down and 106 Ib up at 11-0-12 on top chord, and 327 lbdown and 97 lb up at 7-0-0, 66 Ib down at 9-0-12, 66 Ib down at 11-0-12, 344 lb down at 14-9-12, 344 lb down at 16-9-12, 344 lb down at 18-9-12, 344 lb down at 20-9-12, 344 lb down at 22-9-12, and 354 lb down at 24-2-4, and 1174 lb down and 374 lb up at 12-9-12 on bottom chord The design/selection of such connection device(s) is the responsibility of others LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1.00, Plate Increase=l 00 Uniform Loads (ptf) Vert 1-4=60, 4-6=-60, 7-12=75, 2-13=-20 Concentrated Loads (lb) Vert. 4=-142(B) 7=460 13=89(B) 20=327(B) 17=79(13) 24=-97(B) 25=97(B) 27=41(B) 28=-41(B) 29=1021(F) 30=-79(B) 31=79(B) 32=-79(B) 33=79(B) Q WARNING - Vertly design Parameters and READ NOTES ON TMS AND INCLUDED MITEN REFERENCE PAGE MII-7473 rw 1010312015 BEFORE USE. Design valid for use only with MITek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must venty 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 tempwary and permanent tracing I sways required for stability and to prevent collapse with possible personal inryry and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB49 and SCSI Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plane Institute, 218 N Lee Street, Suite 312. Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type Ply Park Sq HmslBarcelona-C 2413T11272025ryP2413C-SM c1 COMMON 1 Mid-Flonda Lumber, Barlow, FL 1-0-0 5-9-4 11=0-0-0 5-2-12 4x4 = 7 640 s Apr 19 2016 MTek Industries, Inc Fn Jun 02 14 47 37 2017 Page 1 ID HIEL2vgrkv4uEJUYC2jFzkFng-ecSUkiwJ6Kxo5o4mON9naR000aS7MYHgjx_5pwzAlgq 52-12 5-9-4 - 1-0-0 Scale = 1 40 2 I 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 7-6-3 I 14-5 3 i 22-M I 7-6-3 6-11-11 7{r3 Plate Offsets (X,Y)— f2 0-2-0.Edael. 16 0-2-0,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 031 Vert(LL) -0 05 8-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 050 Vert(TL) -0 17 B-10 >999 180 BCLL 00 ' Rep Stress Incr YES WB 018 Horz(TL) 0.05 6 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matnx-M) Weight 101 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 4-9-11 oc purllns. 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) 2=94010-8-0, 6=940/0-8-0 Max Horz 2=115(LC 11) Max Uplrft2=252(1_C 12), 6=-252(LC 12) FORCES. (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-17=-1453/431, 3-17=-1387/448, 3-18=-1285/439, 4-18=1208/450, 4-19=-1208/451, 5-19=-1285/439, 5-20=-1387/448, 6-20=-1453/431 BOT CHORD 2-10=-306/1240, 9- 1 0=-1 41/833, 8-9=-141/833, 6-8=324/1240 WEBS 4-8=145/476, 5-8=309/196, 4-10=145/476, 3-10=-309/196 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=24ft, eave=4ft, Cat II; Exp B, Encl , GCpi=O 18, MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-0-0, Extenor(2) 11-0-0 to 14-0-0 zone;C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 4) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (t=lb) 2=252, 6=252 6) "Semi -rigid pltchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - V dasr nVerifyD j iTek(b co and READ NOTES is based AND INCLUDED aOers REFERENCE PAGE idwidu73 rw budding Component. BEFORE USE. Design valid for use only with MRekdb connectors This design i5 based only upon parameters shown, and is for an mdmdual budding componem, 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 prevent buckling of individual truss web and/or chord members onty Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hms/Barcelona-C 2413 T11272026 P2413C-SM C2 HIP 1 1 f I Mid -Florida Lumber, Barlow. FL 7 640 s Apr 19 2016 MTek Industries, Inc Fn Jun 02 14 47 38 2017 Page 1 ID ItIE)_2vgrkv4uEJUYC2jFzkFng-7oOtx2xxte3fjyfya5gO6e1C1zk85?_gyakeLNzAlgp i-1-0-0 4-9-4 9-0-0 i 13-0-0 17-2-12 22-0-0 230-0 1-0-0 4-9-4 4-2-12 4-0-0 4-2-12 4-9 Scale = 1 40 4 4x4 = 19 20 4x8 = Ia 3x5 = 3x8 =3x4 = 3x4 = 3x5 = LOADING (psf) TCLL 200 TCDL 100 BCLL 00 ' BCDL 100 SPACING- 2-0-0 Plate Grip DOL 1 25 Lumber DOL 1 25 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 0.21 BC 0.71 WB 015 Matnx-M) DEFL. in Vert(LL) -0 12 Vert(TL) -0 33 Horz(TL) 0.05 loc) I/defl Ud 9-17 >999 240 9-17 >804 180 7 n/a n/a PLATES GRIP MT20 244/190 Weight 108 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 4-9-10 oc purlins BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-9-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=940/0-8-0, 7=940/D-8-0 Max Horz 2=96(LC 11) Max Uplift2=-252(LC 12), 7=-252(LC 12) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=1458/558, 3-18=1406/572, 3-4=1172/458. 4-19=-999/455, 19-20=999/455, 5-20=999/455, 5-6=1171/458, 5-21=1406/572, 7-21=1458/558 BOT CHORD 2-11=439/1258, 10-11=251/998, 9-10=251/998, 7-9=-446/1257 WEBS 3-11=304/222, 4-11=-71/291, 5-9=-65/291, 6-9=304/222 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, h=25ft, B=45ft; L=24ft, eave=4ft, Cat II, Exp B, Encl , GCp =0.18, MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 9-0-0, Extenor(2) 9-0-0 to 13-0-0, Intenor(1) 17-4-11 to 23-0,-0 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate gnp DOL=1 60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=252, 7=252 7) "Semi -rigid pnchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verity dasrgn paramarars and READ NOTES ON TIES AND INCLUDED MITEK REFERENCE PAGE MII-7473 rw. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors This design is based only upon parameters shown, and is for an individual budding component, not a truss system Before use, the 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 is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSITPH Oualrty Crttena, DSB49 and BCSI Building Component 6904 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 Qty Ply Park Sq Hms/B2melona-C 2413 T71272027 P2413C-SM C3 HIP 1 1 f I Md-Florida Lumber, Bartow, FL 7 640 s Apr 19 2016 MITek Industries, Inc Fn Jun 02 14 47 39 2017 Page 1 ID ItIEj_2vgrkv4uEJUYC2jFzkFng-b_aF9OyZeyBWK6EBBoBFfsaK_N31gQlzBETCtpzAlgo 1-0-0 3-9-4 7-0-0 11-0-0 150-0 18-2-12 22-D-0 1-0-0 3-9-4 3-2-12 4-0-0 4-0-0 3-2-12 3-94 Scale = 1 40 1 4x4 = 20 3x8 = 21 5 22 23 4x4 = 3x8 = 4x4 1x4 3xB = 4x4 = 4x4 = 7-0-0 11-0-0 t SO-0 22-0-0 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Udefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 043 Vert(LL) -012 11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 081 Vert(TL) -0.29 11-13 >909 180 BCLL 00 ' Rep Stress Incr NO WB 031 Horz(TL) 011 8 n/a n/a BCDL 100 Code FBC2014/TPI2007 Matnx-M) Weight 112 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-9-5 oc bracing. WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=1616/0-8-0, 8=1616/0-8-0 Max Horz 2=77(LC 24) Max Uplill2= 486(LC 8), 8=-486(LC 8) FORCES. ( lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=2936/885, 3-4=2767/846, 4-20=2482/788, 20-21=2482/788, 5-21=2482/788, 5- 22=24821788, 22-23=-2482/78B, 6-23=2482/788, 6-7=2767/846, 7-8=2936/885 BOT CHORD 2-13=-719/2566, 13-24=-760/2826, 12-24=-760/2826, 11-12=-760/2826, 11-25=760/2826, 10- 25=-760/2826, 8-10=719/2566 WEBS 4-13=168/819, 5-113=514/168, 5-11=0/261, 5-10=514/1168, 6-10=168/819 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-10, Vu1t=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf; BCDL=3.Opsf, h=25ft, B=45ft, L=24ft, eave=4ft, Cat 11, Exp B, Encl , GCpi=O 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 24)-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (/t=lb) 2=486, 8= 486 7) " Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 189 lb down and 204 lb up at 7-0-0, 115 lb down and 106 lb up at 9-0-12, 111 lb down and 106 lb up at 11-0-0, and 115 lb down and 106 lb up at 12-11-4, and 189 lb down and 204 Ib up at 15-0-0 on top chord, and 327 lb down and 97 lb up at 7-0-0, 66 lb down at 9-0-12, 66 lb down at 11-0-0, and 66 lb down at 12-11-4, and 327 lb down and 97 Ib up at 14-11-4 on bottom chord The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1 25, Plate Increase=1.25 Uniform Loads (pit) Printed copies of this document are Vert: 1=60, 4-6=-60, 6-9=-00, 14-17=20 p Concentrated Loads (lb) not considered signed and sealed and Vert 4=-142(F) 6=-142(F) 13=-327(F) 11=-41(F) 5=-97(F) 10=-327(F) 20=97(F) 23=-97(F) 24=-41(F) 25=-41(F) the signature must be verified on any electronic copies WARNING - Verily, design panmelars and READ NOTES ON MIS AND INCLUDED WTEK REFERENCE PAGE MR-7473 rev. 10.10312015BEFORE USE. maviw Design valid for use only with MTek® connectors This design Is based only upon parameters shown, and is for an individual building component, not a imss system Before use, the building designer must verify the applicability design parameters and properly incorporate this design into the overall - - - bullding design Bracing indicated is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracingQhft isatwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-99 and BCSI Building Component 6904 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 City Ply Park Sq Hms/Barcelona-C 2413 T11272028 P2413C-SM C4 HIP 1 2 f r ti MickFlonda Lumber, Bartow, FL 7 640 s Apr 19 2016 MTek Industries, Inc Fn Jun 02 14 47 40 2017 Page 1 ID RiE)_2vgrkv4uEJUYC21FzkFng-3B7dMIyBPFJMyGpLhViUC36NAnR6Zmc6PuDIPFzAlgn 3-10.12 1 0 1 11-0-0 1 14-9-0 18-14 1 22-0-0 i 3-10.12 7-3- 3-44 3-9-0 3-9-0 3-4-4 3-10-12 Scale = 139 1 d 6x8 MT18HS = 1x4 11 19 5 20 5x12 % 3x10 11 6x6 = 7x8 = 6x8 MT18HS = 6x6 = 3x10 II Plate Offsets (X.Y)— 12 0-2-7 Edgel 14:0-5-4 0-2-01 16.0-5-4 D-2-01. 18 0-2-7 Edael 111:0-2-0 0-4-81 112 0-4-0 0-4-81 113 0-2-004-81 LOADING ( psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 TCDL 100 Lumber DOL 1.25 BC 0.68 BCLL 00 ' Rep Stress Incr NO WS 072 BCDL 100 Code FBC2014/TPI2007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP DSS WEBS 2x4 SP No 3 WEDGE Left 2x4 SP No 3, Right: 2x4 SP No 3 DEFL. in (loc) Well Ud Vert( LL) -0.19 11-12 >999 240 Vert( TL) -0.48 11-12 >553 180 Horz( TL) 012 8 n/a n/a Ib 5x12 PLATES GRIP MT20 244/190 MT18HS 244/190 Weight 277 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-1-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. ( lb/size) 8=7232/(0-3-8 + bearing block) (req 0-3-10), 2=5054/0-3-8 Max Horz 2=78(LC 7) Max UpIIRB=-1823(LC 8), 2=-1361(LC 8) FORCES. ( lb) - Max. Comp /Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=10765/2850, 3-4=10591/2834, 4-19=-10945/2886, 5-19=-10945/2886, 5- 20=10945/2886, 6-20=-10945/2886, 6-7=11035/2849, 7-8=-13673/3470 BOT CHORD 2-14=2506/9596, 14-21=-2506/9596, 13.21=2506/9596, 13-22=-2469/9564, 12- 22=-2469/9564, 12-23=-2482/9983, 11-23=2482/9983, 11-24=3067/12222, 24- 25=-3067/12222, 10-25=-3067/12222, 10-26=-3067/12222, 9-26=-3067/12222, 8- 9=3067/12222 WEBS 3-13=318/259, 4-13=896/3179, 4-12=-435/2277, 6-12=-412/1407, 6-11=916/3783, 7- 11=-2726/707. 7-10=516/2236 NOTES- 1) 2-ply truss to be connected together with 1Dd (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 D-5-0 oc Webs connected as follows 2x4 - 1 row at D-0-0 oc 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) face in the LOAD CASE(S) section Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated 3) 2x6 SP DSS bearing block 12" long at 1t 8 attached to each face with 3 rows of 10d (0 131 "x3") nails spaced 3" o.c. 12 Total fasteners per block Bearing is assumed to be SP DSS 4) Unbalanced roof live loads have been considered for this design 5) Wind ASCE 7-10; VuR=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3 Opsf; h=25ft, B=45ft, L=24ft; eave=4ft, Cat. II, Exp B; Encl , GCpi=0.18, MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 6) Provide adequate drainage to prevent water ponding 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 9) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 24)-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except ()t=lb) 8= 1823, 2=1361. 11) " Semi rigid pn&breaks including heels" Member end fixity model was used in the analysis and design of this truss Continued on Daae 2 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - VrKy dastgn ion—trs and READ NOTES ON TNS AND INCLUDED MITEK REFERENCE PAGE M11.7473 raw. 14N312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an Individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and 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 rs always required for stability and to prevent collapse with possible personal in)ury and property damage For general guidance regarding the MR fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSITPII Duality Criteria, DSB-1119 and BCSI 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 Truss Type Qty Ply Park Sq Hms/Barcelona-C 2413 T71272028 P2413C-SM 04 HIP 1 Mid -Florida Lumber, Bartow, FL 7 640 s Apr 19 2016 MTek Industries, Inc Fn Jun 02 14 47 40 2017 Page 2 ID IIIE)_2vgrkv4uEJUYC21FzkFng-3B7dM1yBPFJMyGpLhViUC36NAnR6Zmc6PuDIPFzAlgn NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2176 lb down and 679 lb up at 7-0-12, 1171 lb down and 313 lb up at 9-0-12, 1187 lb down and 307 lb up at 11-0-12, 1187 lb down and 307 lb up at 13-0-12, 1187 lb down and 307 lb up at 15-0-0, 1187 lb down and 307 lb up at 16-11-4, and 1186 lb down and 307 lb up at 18-11-4, and 1186 lb down and 307 lb up at 20-11-4 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=l 25, Plate Increase=l 25 Uniform Loads (plf) Vert 1-4=60, 4-6=60, 6-8=60, 2-8=20 Concentrated Loads (lb) Vert 12=1187(B) 9=1186(B) 21=-2176(B) 22=1171(B) 23=-1187(B) 24=1187(B) 25=1187(B) 26=-1186(B) Q WARNING - Vrify dwgn paramr tars and READ NOTES ON TFIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rav 1010312015 BEFORE USE. Design valid for use only with MiTeM connectors This design is based only upon parameters shown, and is for an individual building component, nol a truss system Before use, the building designer must verity 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 is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Ouality Crdena, DSB-89 and BCSI Building Component 69N 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 Qty Ply Park Sq Hms/Barce4ona-C 2413 T712720291P2413C-SM CS HIP 1 1 JobTiefererlcelootional id -Florida Lumber, Bartow, FL 7 640 s Apr 19 2016 MTek Intlustnes, Inc Fn Jun 02 14 47 41 2017 Page 1 ID IttEj_2vgrkv4uEJUYC2jFzkFng-XNh?Z3zgA7RDaPDXFDDjkHfg5Br11MJGeYylyizAlgm I-1-0-0 F 6-0-0 11-0-0 16 0 0 22-0-0 123-0-0 1-D-D 6-0-0 5-0-0 so 0 6-0-0 1-0-0 Scale =1401 4x8 = 1x4 4x8 = 3 19 4 20 5 n la 3x4 = tx4 II 3x4 = 3x8 = tx4 II 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 033 Vert(LL) 006 9 999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 038 Vert(TL) 016 0-11 999 180 BCLL 00 ' Rep Stress Incr YES WB 018 Horz(TL) 005 6 n/a n/a BCDL 100 Code FBC2014/TPI2007 Matrix-M) Weight 99 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=940/0-3-8, 6=940/0-3-8 Max Horz 2=67(LC 10) Max Uplift2= 252(1_C 12), 6=-252(LC 12) FORCES. (lb) - Max Comp./Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-18=1420/456, 3-18=1339/475, 3-19=-1541/580, 4-19=1541/580, 4-20=-1541/580, 5-20=- 1541/580, 5-21=1339/476, 6-21=-1420/458 BOT CHORD 2-11=-317/1196, 10-11=316/1201, 9-10=316/1201, 8-9=325/1201, 6-8=326/1196 WEBS 3- 9=1501468, 4-9=336/175, 5-9=150/468 Structural wood sheathing directly applied or 4-6-0 oc puffins Rigid ceiling directly applied or 1D-0-0 oc bracing NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-10; VuR=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=25ft, B=45ft; L=24111; eave=oft; Cal. It, Exp B; Encl , GCpi=O 18; MWFRS (directional) and C-C Extenor(2) -1-M to 2-0-0, Interior(1) 2-0-0 to 540-0, Extenor(2) 6-0-0 to 20-2-15 Intenor(1) 20-2-15 to 23-0-0 zone,C-C for members and forces 3 MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1 60 3) 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 joint(s) except (/t=lb) 2=252, 6=252. 7) "Semi - rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies QWARNING • Varr/ o dwpn MiTeMfars and READ NOTES ON based AND INCLUDED Mters REFERENCE PAGE Mividu l buil ing component, BEFORE USE '- Design valid for use only with MiTek®conneaors This design is Dased only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual thus web and/or chord members only Additional temporary and permanent bracing 9Sa t is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 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 Qty Ply Park Sq Hms/Barcelona-C 2413 T71272030 P2413C-SM C6 HIP 1 1 hon Mid -Florida Lumber, Banow, FL 7 640 5 Apr 19 2016 MITek Industries, Inc Fri Jun 02 14 47 412017 Page 1 ID ItiEL2vgrkv4uEJUYC2jFzkFng-XNh'Z3zgAZRDaPDXFDD/kHfdpBtglGBGeYylyzAlgm 1-0-0 5-0-0 9-0-9 12-11-7 17-0-0 22-0.0 23-0-0 1-D-0 5-0-0 4-0-9 3-10-13 4-0-9 SO-0 1-0.0 Scale = 1 40 1 A nn 4x4 = 4x8 = 2.4 II 1x4 II 3x4 = 4x8 = 4 17 18 5 19 6 7.8 = 3x5 = 2x4 I 3x6 = Sao 9-0.9 I 12-1b7 17-0-0 22-0.0 10.0 4-0-s 310.13 4-0.9 SO-0 Plate Offsets (X.Y)- 12,0-2-8.Edoel. I3.0-5.12.0-2-01. f6 0-5-8,0-2-01. f7:0-3-0.0-1-51, f11 0-4-0.0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) l/defl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 054 Vert(LL) -016 10-11 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 084 Vert(TL) -039 10-11 >685 180 BCLL 0. 0 ' Rep Stress Incr NO WB 057 Horz(TL) 008 7 n/a n/a BCDL 100 Code FBC2014/TP12007 Matnx-M) Weight 121 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purlins BOT CHORD 2x6 SP No 2 'Except' BOT CHORD Rigid ceiling directly applied or 7-6-1 oc bracing 7-11 2x6 SP No 1 WEBS 2x4 SP No.3 REACTIONS. (lb/ size) 2=1371/0-3-8, 7=1569/0-3-8 Max Horz 2=-58(LC 23) Max Upllft2= 398(LC 8), 7=-476(LC 8) FORCES. (lb) - Max Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2591(712, 3-4=3498/1048, 4-17=3498/1048, 17-18=-3498/1048, 5-18=3498/1048, 5.19=- 3785/1136, 6-19=-3785/1136, 6-7=3051/891 BOT CHORD 2-12=-575/2266, 11-12=-573/2275, 11-20=-1051/3785, 10-20=-1051/3785, 10-21= 720/2702, 21-22=-720/2702, 9-22=720/2702, 7-9=714/2677 WEBS 3- 11=-477/1505, 5-11=373/223, 6-10=398/1340, 6-9=-101/427 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, B=45ft, L=24ft, eave=4ft, Cat. 11, Exp B, Encl , GCpi=O 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 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 (n=lb) 2=398, 7=476 7) "Semi - rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 8) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 93 lb down and 77 Ib up at 13-0-12, and 93 lb down and 77 lb up at 14-3-4 on top chord, and 577 lb down and 197 lb up at 11-0-12, 36 lb down at 13-0-12, and 36 lb down at 14- 3-4, and 329 lb down and 145 lb up at 16-3-4 on bottom chord The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE( S) Standard 1) Dead + Roof Live (balanced). Lumber Increase=l 25, Plate Increase=1.25 Uniform Loads ( plf) Vert 1- 3=60, 3-6=-60, 6-8=-60, 2-7=-20 Concentrated Loads ( lb) Vert 5=- 51(F) 10=26(F) 19=51(F) 20=-577(F) 21=-26(F) 22=-329(F) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verrly design paramatm and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 ray. 1 W33/2015 BEFORE USE Design valid for use only with MTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a 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 is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteri DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Ale"ridna. VA 22314 Tampa. FL 36610 Job Truss Truss Type Ply Park Sq Hrt6lBarcelona-C 2413T71272031ryP2413C-SM C7 HIP 1 M&Fbnda Lumber, Bartow, Fl. 7 640 s Apr 19 2016 MiTek Industries, Inc Fn Jun 02 14 47 42 2017 Page 1 ID IliEj_2vgrkv4uEJUYC2jFzkFng-?ZFNnP—SxtZ4BZztpwlyHUCttb7ZlpSPtCisUBzAlgl I 1-0-0 4-9-4 4-2-12 4-0-0 3-5-0 4x4 = 4x8 = 14 7 3x5 = 3x8 = 3x4 = 1 5x4 I Scale = 1 312 Plate Offsets (X.Y)— I2 0-2-8.Edgel, I5.0-5-4.0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC - 0.20 Vert(LL) -011 9-12 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 0.61 Vert(TL) -0 28 9-12 >697 180 BCLL 00 ' Rep Stress Incr YES WB 0.19 Horz(TL) 002 7 n/a n/a BCDL 100 Code FBC2014/TPI2007 Matrix-M) Weight: 91 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 5-9-1 oc purlins, except BOT CHORD 2x4 SP No 2 end verticals WEBS 2x4 SP No 3 BOT CHORD Rigid ceiling directly applied or 8-10-14 oc bracing REACTIONS. ( lb/size) 2=725/0-3-8, 7=636/Mechanical Max Horz 2=121(LC 12) Max Uplift2=190(1_C 12), 7=162(1_C 12) FORCES. ( lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-13=-1003/408, 3-13=955/422, 34=710/304, 4-14=578/316, 5-14=578/316, 5- 6=470/227, 6-7=599/292 BOT CHORD 2-9=438/854, 8-9=1521374 WEBS 3-9=313/230, 5-9=124/337, 5-8=271/142, 6-8=197/486 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, B=45ft, L=24ft, eave=4ft, Cat II, Exp B, Encl., GCpi=0.18, MWFRS (directional) and C-C Extertor(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 9-0-0, Extenor(2) 9-0-0 to 13-0-0 zone, C-C for members and forces 3 MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle a-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 beanng plate capable of withstanding 100 lb uplift at joint(s) except (ft=lb) 2=190, 7= 162. 8) " Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 — 1010312015 BEFORE USE. Ififtsur Design valid for use only with MTekilti connectors This design is based only upon parameters shown, and is for an individual building component, no[ a truss system Before use, the building designer must verity the applicability of design parameters and properly mcorporate this design into the overall KVAUM building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the MM fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSVTPII Quality Crrtena, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd Safety Irdortni tion available from Truss Plate Institute, 218 N Lee Street, Suite 31Z Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq HmslBarcelona-C 2413 T11272032 P2413C-SM C8 COMMON 4 1 r MA-Flonda Lumber. Bartow. FL 7 640 s Apr 19 2016 M7ek Industries, Inc Fri Jun 02 14 47 42 2017 Page 1 ID KiEL2vgrkv4uEJUYC2jFzkFng-?ZFNnP_SxtZ4BZzjpwlyHUCrUb7cliDPtCIsU8zAlgl r -1-0-0 5-9-4I 11-0-0 16-5-0 1-0 0 5-9.4 5-2-12 5-5-0 3 5x6 = 3x4 = 6 3x4 = 3x4 = LOADING (psf) SPACING- 2-0-0 CS'. TCLL 200 Plate Grip DOL 1.25 TC 035 TCDL 10.0 Lumber DOL 1.25 BC 061 BCLL 00 Rep Stress Incr YES WB 0 58 BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) DEFL. in floc) Udefl Ud PLATES GRIP Vert(LL) -0.11 6-7 >999 240 MT20 244/190 Vert(TL) -0.25 6-7 >767 180 Horz(TL) 0.02 6 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 2=726/0-3-8, 6=636/Mechanical Max Horz 2=121(LC 12) Max Uplift2=192(LC 12), 6=-160(LC 12) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-11=-983/297, 3-11=-920/311, 3-12=-756/263, 4-12=679/274 BOT CHORD 2-7=320/834, 7-15=135/412, 15-16=135/412, 6-16=135/412 WEBS 3-7=327/203, 4-7=-107/501, 4-6=-540/175 Scale = 1 37 2 Weight 83 lb FT = 20% Structural wood sheathing directly applied or 5-9-10 oc purlins, 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, VuR=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3.Opsf, h=25ft, B=45ft, L=24ft, eave=oft, Cat II, Exp B, Encl , GCpi=0.18, MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-M, Extenor(2) 11-0-0 to 14-M zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 4) ` This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10 Opsf 5) Refer to girder(s) for truss to truss connections 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (ft=lb) 2=192, 6=160. 7) "Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies D WARNING -Verity design panmawrs and READ NOTES ON based AND INCLUDED Mters REFERENCE PAGE Ml1-dual rw. building component, BEFORE USE. Design valid for use only with MiTek® connectors This design is basetl only upon parameters shown, and is loran individual building component, not a truss system Before use, the building designer must vent' the applicability of design parameters and property mcorporate this design into the overall Lim building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and pennanerd bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the WIR fabrication, storage, delivery, erection and bracing of trusses and truss systems, we ANSVTPt1 Quality Criteria, DSB-09 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hms/BarceIona-C 2413 T11272033 P2413C-SM CJ JACK 4 1 f r ton Mid-FIgMa Lumber, Bartow, FL 7 640 s Apr 19 2016 MiTek Industries, Inc Fn Jun 02 14 47 43 2017 Page 1 ID ftiEL2vgrkv4uEJUYC2jFzkFng-Tmpm_I'?41AhxplYvNeGBpik3B_blmlbZ6sRPOazAlgk 1-ao 1-0-0 1-ao 1-ao Scale = 1 14 4 3x4 11 aao i l olio 0-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.16 Vert(LL) -000 5 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 009 Vert(TL) -0.00 5 -999 180 BCLL 0.0 ' Rep Stress Incr YES WB 000 Horz(TL) -0Ot 3 n/a n/a BCDL 10. 0 Code FBC2014/TPI2007 Matnx-M) Weight 7 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, except BOT CHORD 2x4 SP No 2 end verticals WEBS 2x4 SP No 3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/ size) 5=149/0-4-0, 3=14/Mechanical, 4= 1 /Mechanical Max Horz 5=70(LC 12) Max Uplift5=- 22(LC 8), 3=23(1-C 9), 4=-43(LC 12) Max Grav 5=149(LC 1), 3=14(LC 10), 4=32(LC 10) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind ASCE 7-10, VuK=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3 Opsf, h=15ft, B=45ft; L=24ft, eave=4ft; Cat II, Exp B, Encl., GCpi=0.18, MWFRS (directional) and C-C Extenor(2) zone, end vertical left exposed,C-C for members and forces 3 MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1.60 2) This truss has been designed for a 10 0 psf bottom Chord live load 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 wit between the bottom chord and any other members 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4 6) "Semi - rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verify design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE 101II.7473 re, 10,V3/2015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporaryand permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the 1W f2bricalion, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Oualrty Criteria, DSB-89 and BCSI Building Component 6904 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 Qty Ply Park Sq HmvBarceiona-C 2413 T71272034 P2413C-SM CJ1 JACK 22 1 f I mm nui iva mnuei, o.n npr ie u io mi ex inausrnes, in, rn dun uc , r •o — r rage i ID ItlEl_2vgrkv4uEJUYC2jFzkFng-Tmpm_I'41AhxplYvNeGBplk4h_cFmlbZ6sRPOazAlgk 1-0-0 - 1-0-0 Scale =171 2x4 = LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.07 Vert(LL) -0 00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 125 BC 0.01 Vert(TL) -0 00 7 >999 180 BCLL 00 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0 00 2 n/a rt/a BCDL 10.0 Code FBC2014(rP12007 Matrix-M) Weight 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (Ib/size) 3=12/Mechanical, 2=124/0-3-8, 4=3/Mechanical Max Horz 2=42(LC 12) Max Uplift3=-5(LC 9), 2=64(LC 12) Max Grav 3=13(LC 17), 2=124(LC 1), 4=12(LC 3) FORCES. (lb) - Max Comp /Max. Ten - All forces 250 (lb) or less except when shown NOTES- 1) Wind ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf, h=25ft, B=45111, L=2411t, eave=411, Cat II, Exp B, Encl., GCpi=O 18, MWFRS (directional) and C-C Exterior(2) zone,C-C for members and forces i4 MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1 60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplrfl at joint(s) 3, 2 6) "Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - Verify design panmefers and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MU-7473 ray. 101032015 BEFORE USE. Design valid for use only with MTekit 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 overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, we ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Nexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq HmsBarcelona-C 2413 T71272035 P2413C-SM CJ3 JACK 13 1 f MKf-Flonda Lumber, Bartow, FL 7 640 s Apr 19 2016 MITek Industnes, Inc Fn Jun 02 14 47 44 2017 Page 1 ID KiEL2vgrkv4uEJUYC2jFzkFng-xyN8C5?iTUpoRt66wLnOMvHFJOyIVIriKWBzZOzAlgj 1-0-0 3-0-0 1-0-0 3-0-0 Scale = 1 12 3 2x4 = 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdeff L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 008 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1 25 BC 006 Vert(TL) -0.01 4-7 >999 180 BCLL 00 ' Rep Stress Incr YES WB 000 Horz(TL) 0.00 2 n/a n/a BCDL 100 Code FBC2014/TP12007 Matnx-M) Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 340-0 oc puffins. BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=65/Mechanical, 2=201/0-3-8, 4=29/Mechanical Max Horz 2=74(LC 12) Max Uplrft3=-34(LC 12), 2=-67(LC 12) Max Grav 3=65(LC 1), 2=201(LC 1), 4=46(LC 3) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VuK=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, B=45ff, L=24ft, eave=4ft; Cat 11, Exp B, Encl , GCpi=O 18, MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1 60 plate gnp DOL=1.60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE MII-7473 r 1010312015 BEFORE USE. Design valid for use only with MITek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verity 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 Is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI7 Quality Cmena, DSB-99 and BCSI Building Component 6904 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 Qty Ply Park Sq Hms/Barcelona-C 2413 T11272036 P2413C-SM CJ3A JACK t t f I Mid-Flonda Lumber, Bartow, FL 7 640 s Apr 19 2016 MTek Intlustnes, Inc Fn Jun 02 14 47 44 2017 Page 1 ID ItiEL2vgrkv4uEJUYC2jFzkFng-xyN8C5'iTUpoRt66wLnQMvHFDOyfVlriKWB220zAlgl a-0-0 3-0-0 Scale = 1 12 3 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Ii Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 008 Vert(LL) -000 6 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 006 Vert(TL) -001 3-6 >999 180 BCLL 00 ' Rep Stress Incr YES WB 000 Horz(TL) 000 1 n/a n/a BCDL 100 Code FBC2014/TPI2007 Matrix-M) Weight 10 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purtins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/ size) 1=136/Mechanical, 2=67/Mechanical, 3=32/Mechanical Max Horz 1=49(LC 12) Max Uplift 1 =21 (LC 12), 2=35(1-C 12) Max Grav 1=136(LC 1), 2=67(LC 1), 3=47(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=25ft; B=45ft; L=24ft, eave=oft, Cat II, Exp B, Encl., GCpi=O 18, MWFRS (directional) and C-C Exterior(2) zone,C-C for members and forces L 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. 7) "Semi - rigid pdchbreaks including heels" Member end fixity model was used In the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING - Vae o ly with parameters and READ NOTES is THIS AND INCLUDED Mters REFERENCE PAGE MII-dual rw. building component, BEFORE USE. Design valid for use only with MTek® connectors This design is based Doty upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must vent' the applirabilay of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq HmSlBarcelona-C 2413 T71272037 P2413C-SM CJ3T SPECIAL 4 1 f n Mid -Florida Lumber, Bartow, FL 7 640 s Apr 19 2016 MiTek Industries, Inc Fn Jun 02 14 47 45 2017 Page 1 ID ItIEj_2vgrkv4uEJUYC2jFzkFng-PBxWPROKEnxf2lhIU31fv7gNxoDRECfsZAwW5TzA1gI 1-0-0 2-1-12 -3 3-40 1 0 2-1-12 41-1 Mi Scale = 1 12 3 2x4 = LOADING (psf) SPACING- 2-0-0 cSl. TCLL 200 Plate Grip DOL 125 TC 027 TCDL 100 Lumber DOL 1.25 BC 035 BCLL 00 ' Rep Stress Incr YES WB 0 03 BCDL 100 Code FBC2014/TP12007 Matnx-M) LUMBER - TOP CHORD 2x4 SP No-2 BOT CHORD 2x4 SP No-2 WEBS 2x4 SP No 3 REACTIONS. (Ib/size) 2=295/0-3-8, 5=9/Mechanical Max Horz 2=84(LC 12) Max Uplrft2=-118(LC 12) Max Grav 2=295(LC 1). 5=19(LC 3) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) 009 6 >414 240 MT20 2441190 Vert(TL) -0 12 6 >292 180 Horz(TL) 006 5 n/a n/a Weight 13 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purllns BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing NOTES- 1) Wind: ASCE 7-10: VuK=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3 Opsf, h=25ft, B=45ft, L=24ft, eave=oft; Cat II, Exp B. Encl , GCpi=O 18, MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-0-0 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1 60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at loint(s) except (ft=lb) 2=118 6) "Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Vwrfy design paramarars and READ NOTES ON THS AND INCLUDED W TEK REFERENCE PAGE MO-7473 rev. 1dD3/2015 BEFORE USE. Design valid for use only with M7ek® connectors This design is based only upon parameters shown, and is for an mdrMual building component, not a truss system Before use, the building designer must verify the applicabildy of design parameters and properly Incorporate this design Into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Crites, DSB49 and BCSI Building Component 6904 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 Oty Ply Park Sq Hms/Barcelona-C 2413 T71272038 P2413C-SM CJ5 JACK 10 1 Mid -Florida Lumber, Bartow, FL 7 640 s Apr 19 2016 MTek Industries, Inc Fri Jun 02 14 47 45 2017 Page 1 ID ItIEj_2vgrkv4uEJUYC2tFzkFng-P8xWPROKEnxf2lhIU31fv7goOOG3EC5sZAwW5TzAlgl 0 5-0-0 1-0.o 5-ao Scale = 1 17 3 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 11defl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 025 Vert(LL) 002 4-7 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 018 Vert(TL) -0 04 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0 00 Horz(TL) 0.00 2 n/a n/a BCDL 100 Code FBC2014rrP12007 Matrix-M) Weight: 18 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No-2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3= 111 /Mechanical, 2=298/D-3-8, 4=46/Mechanical Max Horz 2=108(LC 12) Max Uplrft3=60(LC 12), 2=82(LC 12) Max Grav 3=111(LC 1), 2=298(LC 1), 4=76(LC 3) FORCES. (lb) - Max. Comp /Max. Ten - All forces 250 (Ib) 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; B=45ft; L=24ft, eave=4ft; Cat II, Exp B, Encl , 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 & MWFRS for reactions shown, Lumber DOL=1 60 plate gnp DOL=1 60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) 3, 2 6) "Semf-rigid prtchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies D WARMING • Verify oonly withugn parametersco and READ NOTES ON based AND INCLUDED Mters REFERENCE PAGE Mividu l rav building component, BEFORE USE Design valid for use only with MTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design Braang indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the POW fabrication, storage, delivery, erection and bmc,ng of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East BNtl Safety Information available from Truss Plate Institute. 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Dty Ply Park Sq Hms/Bamelona-C 2413 T77272039 P2413C-SM CJ5T SPECIAL 4 1 O I Mltl-Flonda Lumber, Bartow, FL 7 640 s Apr 19 2016 MTek Industries, Inc Fn Jun 02 14 47 45 2017 Page 1 ID RiEL2vgrkv4uEJUYC21FzkFng-PBxWPROKEnxf2lhIU31fv7gNCoFBECysZAwW5TzAlgl 2-1-12 2F3- F 5-0-0 1- 0-0 2-1-12 0.1-12 2-88 Scale = 1 17 3 2x4 = LOADING ( psf) SPACING- 2-D-0 CSI. DEFL. in loc) Vdefl L/d PLATES GRIP TCLL 200 Plate Grip DOL 125 TC 026 Vert(LL) 005 6 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 024 Vert(TL) -008 6 >773 180 BCLL 00 ' Rep Stress Ina YES WB 001 Horz(TL) 004 5 n/a n/a BCDL 10. 0 Code FBC2014ITP12007 Matrix-M) Weight 19 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEBS 2x4 SP No.3 REACTIONS. (lb/ size) 4=118/Mechanical, 2=313/0-3-8, 5=29/Mechanical Max Horz 2=108(LC 12) Max Uplirt4=- 57(LC 12), 2=86(LC 12) Max Grav 4=118(LC 1), 2=313(LC 1), 5=59(LC 3) FORCES. (lb) - Max Comp./Max. Ten - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3 Opsf, h=25f1, B=45ft, L=24fl; eave=4ft; Cat. 11, Exp B, Encl , GCpi=O 18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 4-11-4 zone,C-C for members and forces S MWFRS for reactions shown, Lumber DOL=1.60 plate gnp DOL=1 60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2 6) "Semi - rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies D WARNING • Verify o design paramarars and READ NOTES is based AND INCLUDED Mters REFERENCE PAGE MN•7477 rail. building component, BEFORE USE. Design valid for use only with MTek® connectors This design is basetl only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and property Incorporate this design into the overall buildingdesign Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPl1 Oualrty Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast BW Safety IMormabon available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandn t, VA 22314 Tampa, FL 36610 Job Truss Truss Type city Ply Park Sq Hm4Barcelona-C 2413 T1127zo4o P2413C-SM D1 MONO HIP 2 1 fr MiGFlonda Lumber, Bartow, FL 7 640 s Apr 19 2016 MiTek Industries, Inc Fn Jun 02 14 47 46 2017 Page 1 ID ItIEL2vgrkv4uEJUYC21FzkFng-uKVudnly'>53WgBGU2mpuRKMUTCXmzTf ogg3dvzAlgh 1-1-0.0 1 7-4-14 14-3-4 1650 1 1-. 7+14 6-10-6 2-1-12 31 4x8 = 1 5x4 11 Scale = 1 43 9 6 3x4 = 1x4 11 3x4 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 200 Plate Grip DOL 1 25 TC 054 TCDL 100 Lumber DOL 1 25 BC 047 BCLL 00 ' Rep Stress Ina YES WB 0.80 BCDL 100 Code FBC20141TP12007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No 3 REACTIONS. (lb/size) 6=631/Mechanical, 2=730/0-3-8 Max Horz 2=264(LC 12) Max Upirft6=-201(LC 12), 2=151(LC 12) FORCES. (lb) - Max Comp./Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-12=-929/117, 3-12=763/140, 3-13=291/2 BOT CHORD 2-8=334/755, 7-8=-334/755 WEBS 3-8=0/295, 3-7=666/287, 4-7=-93/465, 4-6=650/309 DEFL. in (loc) Udefl L/d Vert(LL) -0 05 7-8 >999 240 Vert(TL) -0 14 7-8 >999 180 Horz(TL) 002 6 n/a n/a PLATES GRIP MT20 244/190 Weight 101 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-8-3 oc purlins, except end verticals BOT CHORD 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, VuR=140mph (3-second gust) Vasd=108mph; TCDL=42psf, BCDL=3.Opsf, h=25ft, B=45ft, L=24ft, eave=4ft, Cat 11; Exp B, Encl , GCpi=O 18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 14-3-4, Exterior(2) 14-3-4 to 16-3-4 zone,C-C for members and forces 3 MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20 Opsf on the bottom Chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 6) Refer to girder(s) for truss to truss connections 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 0=1b) 6=201, 2=151 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verity dmgn parameters and READ NOTES ON TWS AND INCLUDED WTEK REFERENCE PAGE Mll-7473 rev. 10iO3/2015 BEFORE USE. Design valid for use only with MTeh® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use. the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent tracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the if fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB49 and BCSI Building Component 69N Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq Hms/Barcelona-C 2413 T11272041 P2413C-SM D1T SPECIAL 1 1 MiGFlonda Lumber, Bartow, FL 7 640 s Apr 19 2016 MiTek Industries, Inc Fn Jun 02 14 47 46 2017 Page 1 ID ttIEL2vgrkv4uEJUYC21FzkFng-uKVudnly?53WgBGU2mpuRKMNJCUBzdl?ogg3dvzAlgh i 2-38 I 8-4-0 14-4-8 1 6-51 2-3-8 6-0-8 6-0-8 2418 Scale = 130 1 5x5 = 2-3-8 6-0-8 6-0-8 2-0-8 LOADING (psf) SPACING- 2-D-0 CSI. TCLL 200 Plate Grip DOL 1 25 TC 1.00 TCDL 100 Lumber DOL 1 25 BC 0.70 BCLL 00 ' Rep Stress Incr YES WB 0.17 BCDL 100 Code FBC2014rrPI2007 Matnx-M) LUMBER - TOP CHORD 2x6 SP No.1 'Except' 3-5: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 'Except' 7-8,9-10 2x4 SP No 3, 2-4 2x6 SP No.2 WEBS 2x4 SP No 3 REACTIONS. (lb/size) 1=667/0-3-8, 5=653/Mechanical Max Horz 1=78(LC 11) Max Uplrftl=-147(LC 12), 5=151(LC 12) 2x4 II DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.15 6-13 >999 240 MT20 244/190 Vert(TL) -038 6-13 >510 180 Horz( TL) 029 5 n/a n/a Weight 83 Ito FT = 20 % BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing FORCES. ( lb) - Max Comp./Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 1-2=291/113, 2-17=1044/339, 3-17=1001/352, 3-18=1008/352, 4-18=-1051/339, 4- 5=285/117 BOT CHORD 2-6=201/927, 4-6=201/927 WEBS 3-6=82/436 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10, Vuft=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, B=45ft, L=24ft, eave=oft; Cat II, Exp B, Encl , GCpi=O 18, MWFRS (directional) and C-C Extenor(2) 0-1-12 to 3-3-0, Intenor(1) 3-3-0 to 8-4-0, Exterior(2) 8-4-0 to 11-4-0 zone, C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1 60 plate grip DOL=1 60 3) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will nit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections 6) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplrft at joint(s) except (n=lb) 1=147, 5= 151 8) " Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING . Vwify d-ipn paramaf— and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MN-7473 — 1010312015 BEFORE USE Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not HH a truss system Before use, the building designer must verity 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 is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delrvery, erection and bracing of trusses and truss systems, see ANSVTP11 Ouality Crites, DSB-09 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 Truss Type oty Ply Park Sq HmslBarcelona-C 2413 T11272042 P2413C-SM D2 MONO HIP 2 1 Reference Mid -Florida Lumber, Bartow, FL 1-0-0 6.4-14 b4d s Apr 19 ZVlb MI I EK Industries, Inc hrl Jun 0Z 14 4/ 4/ 101 / Page 1 ID ItIEI_2vgrkv4uEJUYC2jFzkFng-MX2Gg72bmPBNIKnccUK7_YvilcuWiyGBOUPd9LzAlgg 12-3-4 16-2 5-10-6 4-1-12 4x8 = 1 5x4 I I Scale = 138 7 4 14 5 o r 6 3x4 = 1x4 I 3x4 = 3x4 = fy414 1 123-4 1 16-5-0 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 100 SPACING- 2-0-0 Plate Grip DOL 1 25 Lumber DOL 1 25 Rep Stress Ina YES Code FBC2014/TP12007 CSI. TC 038 BC 0.37 WB 0.60 Matnx-M) DEFL. in (loc) I/defl Ud Vert(LL) -0 03 7-8 >999 240 Vert(TL) -009 7-8 >999 180 Horz( TL) 0.02 6 n/a n/a PLATES GRIP MT20 244/190 Weight 95 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 5-9-14 oc purlins, except BOT CHORD 2x4 SP No 2 end verticals WEBS 2x4 SP No 3 BOT CHORD Rigid ceiling directly applied or 9-7-10 oc bracing REACTIONS. ( lb/size) 2=726/0-3-8, 6=636/Mechanical Max Horz 2=231(LC 12) Max Uplift2=-163(LC 12), 6=189(LC 12) FORCES. ( lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=982/198, 3-12=-909/214, 3-13=-446/87, 4-13=-358/107 BOT CHORD 2-8=375/813, 7-8=375/813, 6-7=155/329 WEBS 3-7=560/253, 4-7=-86/412, 4-6=597/281 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10, VuR=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3 Opsf, h=25ft, B=45ft, L=24ft; eave=4ft, Cat 11, 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 12-3-4, Exterior(2) 12-3-4 to 16- 3-4 zone,C-C for members and forces 3 MWFRS for reactions shown, Lumber DOL=1 60 plate gnp DOL=1 60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10 0 psf bottom Chord live load nonconcurrent with any other live loads 5) ' This truss has been designed for a live load of 20 Opsf on the bottom Chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will nit 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 foint(s) except (t=lb) 2=163, 6= 189. 8) " Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verify design parameters and READ NOTES ON TIPS AND INCLUDED MITEK REFERENCE PAGE i1,111.7473 rev. 10/03/2015 BEFORE USE. Design valid for use onty with MiTek® connectors This design is based only upon parameters shown, and is for an incirvMual building component, not a truss system Before use, the building 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 tracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Oualry Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hms(Bareelona-C 2413 T71272043 P2413C-SM D2T SPECIAL 2 1 fe lion Mid-Flonda Lumber, Bartow, FL 7 640 s Apr 19 2016 MRek Industries, Inc Fn Jun 02 14 47 48 2017 Page 1 ID IhEt_2vgrkv4uEJUYC2tFzkFng-glcflS3DXIJEwUQt9BsMWIS1078PRWCIF89AiozAlgf i 23B 8 0 1 14-4-8 16-8-0 238 6-0-8 6-0-8 2-3.8 Scale = 129 7 5x5 = 3 i 2-3-6 i t1-4-o I 14-4-8 W—to LOADING (pst) SPACING- 2-0-0 CSI. TCLL 200 Plate Grip DOL 1.25 TC 086 TCDL 10.0 Lumber DOL 1.25 BC 0.71 BCLL 00 ' Rep Stress Incr YES WB 017 BCDL 100 Code FBC2014/rP12007 Matrix-M) LUMBER - TOP CHORD 2x6 SP No 1 BOT CHORD 2x4 SP No 2 'Except' 7-8,9-10: 2x4 SP No 3, 2-4 2x6 SP No 2 WEBS 2x4 SP No 3 REACTIONS. (lb/size) 1=676/0-3-8, 5=663/0-3-8 Max Horz 1=78(1-C 10) Max Uplrftl=-150(LC 12), 5=154(LC 12) 2x4 11 DEFL. in (loc) Vdeft L/d PLATES GRIP Vert(LL) -015 6-16 >999 240 MT20 244/190 Vert(TL) -039 6-13 >499 180 Horz( TL) 031 5 n/a n/a Weight. 84 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing FORCES. ( lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=296/118, 2-17=1073/346, 3-17=1030/359, 3-118=1032/358, 4-18=-1074/345, 4- 5=288/120 BOT CHORD 2-6=204/954, 4-6=2D4/954 WEBS 3-6=83/442 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=24ft, eave=4ft, Cat II, Exp B; Encl , GCpi=O 18; MWFRS (directional) and C-C Extenor(2) 0-1-12 to 3-3-0, Interior(1) 3-3-0 to 8-4-0, Extenor(2) 8-4-0 to 11-4-0 zone, C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1 60 plate grip DOL=1 60 3) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 5) Beanng at joint(s) 1, 5 considers parallel to grain value using ANSI/rPl 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except (/t=lb) 1=150, 5= 154 7) " Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysts and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - Vwdy design parameters and READ NOTES ON TIES AND INCLUDED INITEK REFERENCE PAGE MII-7473 — 10103/2015 BEFORE USE. - Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicabiirty of design parameters and property 1nCC)W2te this design into the overall budding design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the maw fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSBae and SCSI Building Component 69D4 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 Qty Ply Park Sq Hms[Barcelona-C 2413 r1127zou P2413C-SM D3 MONO HIP 2 1 f I Mid-Ftoixta Lumber, Bartow, FL 7 540 5 Apr 19 2016 MiTek Industries. Inc Fn Jun 02 14 47 4e Z017 Page 1 ID HiEL2vgrkv4uEJUYC2jFzkFng-jcfl S3DXIJEwUQt9BsMVNSr3?EiRNaIF89AiozAlgf 1-0-0 5-4-14 10-3-4 16-5-0 ; 1-0-0 5-4-14 4-10-6 6-1-12 4x8 = 4 14 2x4 11 15 16 5 6 3x4 = 1.4 3x4 = 3x4 = i 5-4-14 10-3-4 1 16-5-0 Scale = 1 33 9 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 00 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 125 Lumber DOL 1 25 Rep Stress Incr YES Code FBC20141TP12007 CSI. TC 0.47 BC 037 WB 072 Matrix-M) DEFL. in Vert(LL) -004 Vert( TL) -010 Horz(TL) 002 loc) Vdefl Ud 6-7 > 999 240 6-7 > 999 180 6 n/ a n/a PLATES GRIP MT20 244/ 190 Weight 90 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 5-8-9 oc purlins, except BOT CHORD 2x4 SP No 2 end verticals. WEBS 2x4 SP No 3 BOT CHORD Rigid ceiling directly applied or 9-3-2 oc bracing. REACTIONS. (lb/ size) 2=723/0-3-8, 6=639/Mechanical Max Horz 2=198(LC 12) Max Up1rft2=- 173(LC 12), 6=-190(LC 9) FORCES. (lb) - Max Comp./Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-12=1026/267, 3-12=-963/280, 3-13=-609/172, 4-13=-542/188 BOT CHORD 2-8=407/861, 7-8=-407/861, 6-7=-221/493 WEBS 3- 7=430/215, 4-7=-65/393, 4-6=627/282 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind. ASCE 7-10; VuR=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, B=45ft; L=24ft, eave=4ft, Cat. II, Exp B, Encl , GCpi=O 18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 10-34, Extenor(2) 10-34 to 14-6- 3 zone,C-C for members and forces 3 MWFRS for reactions shown; Lumber D0L=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 nit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (ft=lb) 2=173, 6=190 8) "Semi - rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verily design parameters and READ NOTES ON THS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall lam building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent tracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the KVIR fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke Fast Blvd Safety Intormatlon avaiWble from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq HmslBarcelona-C 2413 T71272045 P2413C-SM D3T SPECIAL 1 1 f r Ion I Mid -Florida Lumber, Bartow, FL 7 640 s Apr 19 2016 MITek Industries, Inc Fri Jun 02 14 47 49 2017 Page 1 ID ItIE)_2vgrkv4uEJUYC21FzkFng4vA1Fo3riOR5Xe231uNb3z_VIPSYAyaRUovkEEzAlge 2-3-8 7-0-0 1 9-8_0 1 14-4-8 1('18-0 2-3-8 4-8-8 243-0 4-8-8 238 Scale = 129 3 5x7 = 19 6x6 = 2x4 11 z-ae 7-ao f ae-o 14+s 1s-e-o I 2-38 Plate Offsets (X,Y)— f2 0-8-4.0-0-01, f3 0-5-4.0-2-121, f5 0-8-4.0-0-01, f 10 0-2-0.0-0-81, f t t 0-2-0.0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1 25 TC 096 TCDL 10.0 Lumber DOL 1 25 BC 085 BCLL 0.0 ' Rep Stress Incr NO WE 022 BCDL 100 Code FBC2014/TP12D07 Matnx-M) LUMBER - TOP CHORD 2x6 SP DSS -Except- 3-4: 2x6 SP No.2 BOT CHORD 2x4 SP No 2 'Except' 9-10,11-12 2x4 SP No 3, 2-5 2x6 SP No 1 WEBS 2x4 SP No 3 REACTIONS. (lb/size) 1=1134/0-3-8, 6=1118/0-3-8 Max Horz 1=66(LC 24) Max Uplift I =-319(LC 8), 6=323(1_C 8) DEFL. in floc) Vdefl Lid PLATES GRIP Vert(LL) -019 8-15 >999 240 MT20 244/190 Vert( TL) -048 8-15 >407 180 Horz(TL) 040 6 n/a n/a Weight 89 lb FT = 20 h BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) - Max Comp /Max Ten -All forces 250 (lb) or less except when shown TOP CHORD 1-2=499/157, 2-3=-2378/733, 3-19=2186/708, 4-19=21BW708, 4-5=2384/735, 5-6= 492/ 159 BOT CHORD 2-8=583/2148, B-20=590/2182, 7-20=590/2182. 5-7=-586/2151 WEBS 3- 8=113/589, 4-7=115/572 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=24ft, eave=oft; Cat. II, Exp B, Encl., GCpi=O 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 fit between the bottom chord and any other members. 6) Bearing at joint(s) 1, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula Building designer should verify capacity of bearing surface 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 1=319, 6=323. 8) "Semi - rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 9) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 149 lb down and 171 lb up at 7-0-0, and 117 lb down and 102 lb up at 8-4-0, and 149 Ib down and 171 lb up at 9-8-0 on top chord, and 291 lb down and 108 lb up at 7-0-0, and 59 lb down at 8-4-0, and 291 lb down and 108 lb up at 0-7-4 on bottom chord The design/selection of such connection device(s) is the responsibility of others 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE( S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1 25 Uniform Loads ( plf) Vert 1- 14=82, 3-14=60, 3-4=60, 4-5=-60, 5-6=-82, 13-16=20 Continued on Daae 2 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verify design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rer 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown. and is for an individual building component, not a truss system Before use, the building designer must venty 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 andlor chord members only Additional temporary and permanent bracing I always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabncation, storage, delivery, erection and bracing of trusses and truss systems, we ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Surte 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hms/Barcelona-C 2413 T11272046 P2413C-SM D3T SPECIAL 1 1 Mid -Florida Lumber, Bartow, FL LOAD CASE(S) Standard Concentrated Loads (lb) Vert 3=102(1`) 4=-102(F) 8=291(F) 7=291(F) 19=-96(F) 20=-29(F) 7 640 s Apr 19 2016 MTek Industries, Inc Fri Jun 02 14 47 49 2017 Page 2 IDHiEj_2vgrkv4uEJUYC2jFzkFng-IVA1Fo3rl0R5Xe?- Nb3z_vIPSYAyaRUovkEEzAlge D WARNING - Verify o dwlgn Miramaf•rs and READ NOTES is based AND INCLUDED meters REFERENCE PAGE Mividual m i g comps BEFORE USE Design valid for use Dory with MiTek® connectors This tlesgn is based Dory upon parameters shown, and w 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 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, we ANSVTP11 Quality Criteria, DSBJ! 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 Qty Ply Park Sq Hms/Barcelona-C 2413 T11272046 P2413C-SM D4 MONO HIP 1 1 Md-Florida Lumber, Bartow. FL 7 640 5 Apr 19 2016 MTek Industries, Inc Fn Jun 02 14 47 49 2017 Page 1 ID IhE)_2vgrkv4uEJUYC2IFzkFn}IvA1Fo3riOR5Xe)3IuNb3z-31PW7AvcRUovkEEzAlge 1-0.0 4-4-14 8-3-4 1 12-4-2 i 1fs5-0 1-0.0 4-4-14 3-10-6 4-0.14 4-0-14 Scale = 129 9 4x4 = 3x4 = 13 5 14 1 5x4 11 3x4 = 3xB = 3x4 = 8-3-4 1 16-5-0 1 8-3-4 8-1-12 Plate Offsets (X.Y)— f2 0-2-O.Edael LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl L/d PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 032 Vert(LL) -0 09 7-8 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 062 Vert(TL) -024 7-8 >818 180 BCLL 00 ' Rep Stress Incr YES WB 041 Horz(TL) 002 7 n/a n/a BCDL 100 Code FBC2014/TP12007 Matnx-M) Weight 86 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 5-8-7 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or B-8-11 oc bracing REACTIONS. ( lb/size) 2=723/0-3-8, 7=639/Mechanical Max Horz 2=164(LC 12) Max Uplrft2=-181(LC 12), 7=-208(LC 9) FORCES. ( lb) - Max Comp./Max. Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-12=1039/350, 3-12=994/362, 3-4=-776/254, 4-13=644/267, 5-13=644/267 BOT CHORD 2-8=-455/889, 7-8=-203/457 WEBS 3-8=280/211, 5.8=94/298, 5-7=646/296 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-10, VuK=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf; BCDL=3 Opsf, h=25ft; B=45ft, L=24ft; eave=4ft; Cat 11; 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 8-3-4, Exterior(2) B-3-4 to 12-4-2 zone, C-C for members and forces 3 MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 6) Refer to girder(s) for truss to truss connections 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (/t=lb) 2=181, 7= 208 8) " Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verity dnstgn paramafan and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7477 — 10/03/2015 BEFORE USE. Design valid for use only with MiTekd9 connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall budding design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Critena, DSBd! and BCSI Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hms/Baicelon i-C 2413 T71272047 P2413C-SM D5 COMMON 3 1 f n Mid-Fbnda Lumber, Bartow, FL 7 640 5 Apr 19 2016 Mi rek Industries, Inc Fn Jun 02 14 47 50 2017 Page 1 ID KiEL2vgrkv4uEJUYC21FzkFng-m6kPS84T2KZy9oaGHcugbAXFxpszvQhb7SeHmgzAlgd 1-0-0 4-5-4 8-" 12-2-12 1&5-0 1-0-0 4-5-4 3-10-12 3-1.12 4-2.4 Stele = 1 30 8 4x4 = I 3x4 = 3x8 = 3x4 = Id LOADING (psf) TCLL 200 TCDL 10.0 BCLL 00 ' BCDL 100 SPACING- 2-0-0 Plate Grip DOL 1 25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 019 BC 058 WB 017 Matnx-M) DEFL. in floc) Vdefl Ud Vert(LL) -007 7-10 >999 240 Vert( TL) -0 19 7-10 >999 180 Horz( TL) 002 6 n/a n/a PLATES GRIP MT20 244/190 Weight 72 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-8 oc puffins. BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No 3 REACTIONS. ( lb/size) 6=644/Mechanical, 2=72910-3-8 Max Horz 2=88(LC 11) Max Uplift6=154(1-C 12), 2=-200(LC 12) FORCES. ( lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-14=1046/363, 3-14=-999/376, 3-15=788/272, 4-15=-731/286, 4-16=-731/299, 5- 16=789/285, 5-17=962/385, 6-17=10521378 BOT CHORD 2-7=294/894, 6-7=-284/903 WEBS 4-7=124/445, 5-7=-298/181, 3-7=-285/187 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, B=45ft, L=241t, eave=4ft, Cat ll, Exp B, Encl , GCpi=0.18, MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 8-4-0, Exterior(2) 8-4-0 to 11-4-0 zone; C-C for members and forces 3 MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1 60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 5) Refer to girder(s) for truss to truss connections 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (ft=lb) 6=154, 2= 200 7) " Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Vrdy design parameters and READ NOTES ON THS AND INCLUDED M/TEK REFERENCE PAGE 1111II.7473 —. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not .. a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall ENO building design Bracing indicated is to prevent buckling of individual truss web and/or chord members orgy Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB49 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 Qty Ply Park Sq Hms/Barcelona-C 2413 Tu272ae P2413C-SM D6 COMMON 2 f Mid-Flonda Lumber, Bartow, FL 1-0-0 4-54 3-10-12 4x4 = 7 640 s Apr 19 2016 Mrrek Industries, Inc Fri Jun 02 14 47 50 2017 Page 1 ID ItiEL2vgrkv4uEJUYC2jFzkFng-m6kPSB4T2KZy9oaGHcugbAXGK4tPvQobtSeHmgzAl . 3-10-12 4-5-4 1-0-0 Scale = 1 31 0 Id 3x4 = 3x8 = 3x4 = LOADING (psf) TCLL 200 TCDL 100 BCLL 00 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1 25 Lumber DOL 1 25 Rep Stress Incr YES Code FBC20141TPI2007 CSI. TC 017 BC 055 WB 016 Matnx-M) DEFL. in Vert(LL) -0 D6 Vert(TL) -017 Horz( TL) 003 loc) Udefl Ud 8- 14 >999 240 8- 14 >999 180 6 n/a n/a PLATES GRIP MT20 244/190 Weight 75 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No-2 TOP CHORD Structural wood sheathing directly applied or 5-8-7 oc pudins BOT CHORD 2x4 SP No-2 BOT CHORD Rigid ceiling directly applied or 1D-0-0 oc bracing WEBS 2x4 SP No-3 REACTIONS. ( lb/size) 2=727/0-3-8, 6=727/0-3-8 Max Horz 2=89(LC 11) Max UpId12=-201(LC 12), 6=-201(LC 12) FORCES. ( lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-1039/354, 3-15=-993/366, 3-16=-782/274, 4-16=-724/288, 4-17=-724/288, 5- 17=-782/274, 5-18=-993/366, 6-18=-1039/353 BOT CHORD 2-8=249/888, 6-8=266/888 WEBS 4-8=113/426, 5-8=285/186, 3-8=285/186 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=24ft, eave=4ft; Cat. II, Exp B; Encl , GCpi=O 18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 8-4-0, Extenor(2) 8-4-0 to 11-4-0 zone, C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1 60 3) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 4) ' This truss has been designed for a live load of 20 Opsf on the bottom Chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=201, 6= 201. 6) " Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verify design paamHers and READ NOTES ON THUS AND INCLUDED MITEK REFERENCE PAGE MY-7473 rw. f 0/03/2015 BEFORE USE. MAW Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must 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 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, ererlwn and bracing of trusses and truss systems, see ANSUTP11 Oualrty Criteria, DSB49 and BCSI Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate Insidute, 218 N Lee Street, Suite 312, Alexantlna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq HmsBamelona-C 2413 T11272049 P2413C-SM D6A COMMON 1 t Mid -Florida Lumber, Bartow, FL 1-0-0 I 4-5-4 3-1G-12 4x4 = 7 640 s Apr 19 2016 MTek Industries, Inc Fn Jun 02 14 47 51 2017 Page 1 ID ItiEt_2vgrkv4uEJUYC2jFzkFng-EIIngU55pdhpnygSrJP3804QgDCCetxkx6Ogl6zAlgc 3-1D-12 4-2-4 Stele = 1 30 8 3x4 = 3x8 = 3x4 = I6 LOADING (psf) TCLL 200 TCDL 10.0 BCLL 00 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1 25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC20114/TPI2007 CSI. TC 019 BC 058 WB 0 17 Matnx-M) DEFL. in Vert(LL) -0 07 Vert(TL) -0 19 Horz(TL) 002 loc) I/defl Ud 7-10 >999 240 7-10 >999 180 6 n/a n/a PLATES GRIP MT20 2441190 Weight 72 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-8 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) 6=644/Mechanical, 2=729/0-3-8 Max Horz 2=88(LC 11) Max Uplrft6=-154(LC 12), 2=-200(LC 12) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-14=-1046/363, 3-14=-999/376, 3-15=-788/272, 4-15=-731/286, 4-16=-731/299, 5-16=-789/285, 5-17=-962/385, 6-17=-1052/378 BOT CHORD 2-7=294/894, 6-7=284/903 WEBS 4-7=124/445, 5-7=298/181, 3-7=285/187 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=24ft, eave=oft, Cat II; Exp B, Encl , GCpi=O 18, MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 8-4-0, Exterior(2) 8-4-0 to 11-4-0 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1 60 3) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 4) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (lt=lb) 6=154, 2=200 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Vrrty dasrgn parsmafars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7I73 rev. 10117/2015 BEFORE USE. Design valid for use only with MiTek® 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 verily the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web andlor 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, ererlon and bracing of trusses and truss systems, see I ANSV P11 Ouallty Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd Safely Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hms/Barcelona-C 2413 T71272050 P2413C-SM D7 HIP 1 1 Mid-Flonda Lumber, Bartow, FL 7 640 s Apr 19 2016 MTek Industries. Inc Fn Jun 02 14 47 52 2017 Page 1 ID kiEj_2vgrkv4uEJUYC2jFzkFng-iUs9tg6jaxpfO6ke01wlhbcaldXFNJiuAm7OrZzAlgb 1-0.0 3-9-4 7-0-0 1 9-&0 1 12-10.12 16-8-0 , 17-8-0 1 1-0-0 39-4 3-2-12 21D 3-2-12 3-9-4 1-0.0 Scale = 1 312 3x4 = 4x4 = 4x8 = 17 3x8 = 3x4 = 3x4 = R 7-0-0i 7-0-0 9-8-0 2-s0 16.8.0 1 7-0-0 Plate Offsets (X Y)— 12 0-1-0 Edael f5 0-5-40-2-01 17 D-1-0 EdoeI LOADING ( psf) SPACING- 2-M CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 027 Vert(LL) 0 06 9-10 999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 065 Vert(TL) 017 9-16 999 180 BCLL 00 ' Rep Stress Ina NO WB 0 20 Horz(TL) 006 7 n/a n/a BCDL 10. 0 Code FBC2014/TPI2007 Matrix-M) Weight: 82 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=126510-3-8, 7=1265/0-3.8 Max Horz 2=77(1-C 6) Max Uplrft2= 386(1-C 8), 7=387(1-C 8) FORCES. (lb) - Max Comp /Max. Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=2211/683, 3-4=2015/635, 4-17=-1792/594, 5-17=-1792/594, 5-6=2013/635, 6-7= 2209/683 BOT CHORD 2-10=-540/1929, 10-18=-451/1789, 9-18=451/1789, 7-9=540/1927 WEBS 4- 10=-80/528, 5-9=-80/526 Structural wood sheathing directly applied or 3-10-1 oc purllns Rigid ceiling directly applied or B-0-12 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=24ft; eave=oft, Cat. II, Exp B, Encl., GCpi=O 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 fit between the bottom chord and any other members 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except ()t=lb) 2=386, 7=387 7) "Semi - rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 189 lb down and 204 lb up at 7-0-0, and 115 lb down and 106 lb up at 8-", and 189 lb down and 204 lb up at 9-8-0 on top chord, and 327 lb down and 97 lb up at 7-0-0, and 66 lb down at 8-4-0, and 327 lb down and 97 lb up at 9-7-4 on bottom chord The design/selection of such connection device(s) is the responsibility of others 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE( S) Standard 1) Dead + Roof Live (balanced). Lumber Increase=l 25, Plate Increase=1.25 Uniform Loads ( plf) Vert 1- 4=60, 4-5=-60, 5-8=60, 11-14=20 Concentrated Loads ( lb) Vert 4=- 142(F) 5=142(F) 10=-327(F) 9=327(F) 17=97(F) 18=-41(F) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verily design Parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. f0103/2015 BEFORE USE. r Design valid for use only with MTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verity the applicability, of design parameters and property incorporate this design into the overall - budding design Bracing indicated is to prevent buckling of individual truss web andix 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 is fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 6961 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hm5/Bamelona-C 2413 T71272051 P2413C-SM E1 HIP 1 1 octionah Mid-Florda Lumber, Bartow, FL 7 640 s Apr 19 2016 MTek Industries, Inc Fri Jun 02 14 47 53 2017 Page 1 ID IliEL2vgrkv4uEJUYC2jFzkFrlg-AhOY5A6LLFyMFlgykRXDp9mNOzE6ox1 PQtxN7zAlga 5-0-0 I 6-0-0 11-0-0 1 1-0-0 5-0-0 1-0-0 5-0-0 Scale = 120 4 4x4 = 4x4 = 3x4 = 3x4 = s o 0 5-0-0 1 s ao 1-0-0 11-0-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl L/d PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 025 Vert(LL) -0 02 6-10 >999 240 MT20 244/190 TCDL 100 Lumber DOL 125 BC 029 Vert(TL) -005 6-10 >999 180 BCLL 00 Rep Stress Incr NO WB 0 07 Horz(TL) 002 5 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matnx-M) Weight 43 lb FT = 20 % LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 5-8-15 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) 5=626/Mechanical, 2=688/0-3-8 Max Horz 2=57(LC 7) Max UpIA5=161(1-C 8), 2=-205(LC 8) FORCES. ( lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=948/249, 3-4=795/248, 4-5=948/249 BOT CHORD 2-7=172/788, 6-7=-170/795, 5-6=172/788 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind. ASCE 7-10, VuK=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3 Opsf, h=25ft, B=45ft. L=241t, eave=411, Cat 11; Exp B, Encl , GCpi=O 18; MWFRS (directional); Lumber DOL=1 60 plate grip D0L=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) Refer to girder(s) for truss to truss connections 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (lt=lb) 5=161, 2= 205 8) " Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysts and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 170 lb down and 179 lb up at 5-0-0, and 170 lb down and 179 lb up at 64)-0 on top chord, and 86 lb down at 5-0-0, and 86 lb down at 5-11-4 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=l 25, Plate Increase=l 25 Uniform Loads(plf) Vert: 1-3=60, 3-4=-60, 4-5=-60, 8-11=-20 Concentrated Loads (lb) Vert: 3=123(F) 4=-123(F) 7=64(F) 6=-64(F) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies QWARNING - V day n PMW arHopMiTektfaraandREADNOTESis based AND INCLUDED Mters REFERENCE PAGE Mividu l rav building component, BEFORE USE. Design veld for use Doty with MTektD connectors This design is based only upon parameters shown, and is loran 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 :'Ss V1 is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the Wires fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available fmm Truss Plate Institute, 218 N Lee Street, Sune 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq Hms/Barcelona-C 2413 T71272052 P2413C-SM F1 ROOF TRUSS 3 1 fr I MID-Fgfga Lumber, Bartow, FL 0-1-8 H 11-3-0 1i1-tip U3 11 3x3 = 4x6 - 4 5 306 7 640 s Apr 19 2016 MTek Indumnes, Inc Fn Jun 02 14 47 54 2017 Page 1 - ID ItiEL2vgrkv4uEJUYC2jFzkFng-ft_wIW7_6Y4NePtl WSymmOipz07or72Ad4cUvRzAlgZ i 1i Scale = 1 40 9 3x3 = 3x4 - 3x4 = 1x3 II 3x3 = US MT20HS FP = 3x3 = 4x6 = 7 8 9 10 11 12 13 14 27 26 25 24 23 22 21 20 19 18 17 16 15 30 - 30 - 30 - 3x6 = 3x6 MT20HS FP = 3x4 = 1x3 11 30 = 3x3 = 4x4 = 30 I I 4x5 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 400 Plate Grip DOL 100 TC 0.77 Vert(LL) 0.20 18-19 >987 360 MT20 244/190 TCDL 100 Lumber DOL 1.00 BC 0.97 Vert(TL) 030 18-19 >638 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 004 15 n/a n/a BCDL 50 Code FBC2014/TP12007 Matrix) Weight 123 lb FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) 'Except' end verticals. 15- 22: 2x4 SP No 1(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing WEBS 2x4 SP No 3(flat) REACTIONS. ( lb/size) 15=833/0-3-8, 24=1467/0-8-0, 27=290/0-8-0 Max Grav 15=844(LC 7), 24=1467(LC 1), 27=365(LC 3) FORCES. ( lb) - Max. Comp /Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 14-15=-838/0, 2-3=-472/159, 3-4=-472/159, 4-5=472/159, 5-30=Of794, 6-30=01794, 6- 7=376/0, 7-8=1678/0, 8-9=2604/0, 9-10=2604/0, 10-11=2564/0, 11-12=2564/0, 12- 13=2005/0, 13-14=-832/0 BOT CHORD 26-27=23/322, 25-26=-159/472, 24-25=-442J168. 23-24=794/0, 22-23=0/1171, 21- 22=0/1171, 20-21=0/2199,19-20=0/2604,18-19=0/2604,17-18=0/2428,16-17=0/1564 WEBS 6-24=-1065/0, 2-27=438/32, 5-24=-631/0, 5-25=0/622, 4-25=-333/0, 14-16=0/1107, 6- 23=0/1247, 13-16=1019/0, 7-23=-1 130/0,13-17=0/613, 7-21=0/731, 12-17=588/0, 8- 21=758/0, 12-18=0/281, 8-20=0/726, 10-18=283/171, 9-20=-302/0 NOTES- 1) Unbalanced floor live loads have been considered for this design 2) All plates are MT20 plates unless otherwise indicated 3) " Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 4) 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 5) CAUTION, Do not erect truss backwards Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies D WARNING - Varilo dwpn Mammal, co and READ MOTES is base AND INCLUDED Mters REFERENCE PAGE MII-dual rw. itg component. BEFORE USE. Design valid for use only with MITek4D connectors This design is based only upon parameters shown. and is for an indmtlual 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 is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabncation, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Critena, DSB-89 and BCSI Building Component 6904 Padre East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street Suite 312, Aie andna, VA 22314 Tampa, FL 36610 Job Truss Truss Type city Ply Park Sq Hms/Barcelona-C 2413 T11272053 P2413C.SM F2 ROOFTRUSS 5 1 b f I I Mid -Florida Lumber, 0-1-8 H1 1-3-0 namow, rL i 1-11-12 1.3 II 1x3 = 1x3 = 3x3 = 1x3 II 1 2 3 t 1x3 II 3x3 = 06 = 4 5 306 t wu s npr ,v zuio mu ex mausmes, me rn dun ut is +t oo ant rage i ID HIEL2vgrkv4uEJUYC2jFzkFng-bG5gjC9EeAK5ylPds?ErRnAFEp1J2vT505b_KzAlgX 1 s0 3x3 = 3x4 = 3x3 = 1x3 11 3x6 MT20HS FP = 3x3 = 7 8 9 10 11 12 Scale = 1 39 8 3x3 = 06 = 13 14 I.+ 27 26 25 24 23 22 21 20 19 18 17 16 15 3x3 = 3x3 = 3x3 = 3x6 = 3x6 MT20HS FP = 34 = 1x3 II 3x3 = 34 = 4x4 = 3x3 I 4x5 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 400 Plate Grip DOL 100 TC 065 Vert(LL) -0 15 18-19 >999 360 TCDL 100 Lumber DOL 1.00 BC 098 Vert(TL) -0 23 18-19 >801 240 BCLL 00 Rep Stress Incr YES WB 057 Horz(TL) 004 15 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No 2(flat) TOP CHORD BOT CHORD 2x4 SP No 2(flat) 'Except* 15-22 2x4 SP No.2D(flat) BOT CHORD WEBS 2x4 SP No 3(flat) REACTIONS. (lb/size) 15=795/0-3-8, 24=1438/0-8-0, 27=288/0-8-0 Max Grav 15=807(LC 7), 24=1438(LC 1), 27=364(LC 3) FORCES. (lb) - Max Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 14-15=-802/0, 2-3=-469/163, 3-4=-469/163, 4-5=-469/163, 5-30=0/812, 6-30=01812, 6-7= 336/1, 7-8=-1577/0, 8-9=2392/0, 9-10=2392/0, 10-11=2373/0, 11-12=2373/0, 12-13=- 1889/0, 13-14=-790/0 BOT CHORD 26-27=-25/321, 25-26=-1631469, 24-25=-448/163, 23-24=81210, 22-23=0/1099, 21-22= 011099, 20-21=0/2059, 19-20=0/2392, 18-19=0/2392, 17-18=0/2272, 16-17=0/1486 WEBS 6- 24=1034/0, 2-27=-436/34, 5-24=634/0, 5-25=0/627, 4-25=335/0, 14-16=0/1052, 6-23= 0/1199, 13-16=-967/0, 7-23=-1089/0, 13-17=0/560, 7-21=0/695, 12-17=533/0, 8-21= 705/0, 8-20=0/620 PLATES GRIP MT20 244/ 190 MT20HS 187/ 143 Weight. 121 Ito FT = 20%F, 11 %E Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals Rigid ceiling directly applied or 2-2-0 oc bracing NOTES- 1) Unbalanced floor live loads have been considered for this design 2) All plates are MT20 plates unless otherwise indicated 3) "Semi - rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 4) 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 5) CAUTION, Do not erect truss backwards Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verify design parameters and READ NOTES ON Tits AND INCLUDED ACTEK REFERENCE PAGE MN-7473 rev. 10/03/2015 BEFORE USE.beeiiiiiiii Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the appl"bilry of design parameters and property iricor110rate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication storage, delivery, erection and bracing of trusses and truss systems, see ANSU1P11 Quality Crrena, DSB49 and SCSI Building Component 6904 Parke East Blvd Safety Information avadabie from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq HmsBarcelona-C 2413 T71272054 P2413C-SM F3 GABLE 1 i ReferenceJobi Mq-t•IIXgi Lumeef, caniow, rL O-k8 4-11-4 3x3 I 1 2 3 4 5 6 7 640 s Apr 19 2016 MITek Intlustnes, Inc Fn Jun 02 14 47 57 2017 Page 1 ,. ID ItiEL2vgrkv4uEJUYC21FzkFng-3Sf2wXAsPTSyVtccBaWTOfJTke002btdK2r9WmzAlgW 7 8 9 10 11 12 13 Scale = 1 38 8 3x6 MT20HS FP = 3x3 I I 14 15 16 17 18 19 20 21 41143 T h X X X `,"XXXXXX LX X X X X h X 42 41 40 39 38 37 36 35 34 3x3 11 16 MT20HS FP 33 32 31 30 29 28 27 26 25 24 23 22 3x3 11 t o-c-0 12-0-0 1-0-0 2-0-0 4-0-0 4-11J 10-0 11-5-0 12-z-0 13-6-0 14-10-0 t6-2-0 17bd ta1ll-0 20.2-0 21-0-0 22-10-0 1+0 1-0 1-0-0 0.11 1-0-0 0. 0.9-0 1-0-0 1+0 1J-0 1J11 i-1-0 1-0 1-0 o+1z aa4 a3-0 LOADING (psf) SPACING- 2 0 0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 400 Plate Grip DOL 100 TC 009 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 100 Lumber DOL 100 BC 001 Vert(TL) n/a n/a 999 MT20HS 187/143 BCLL 00 Rep Stress Incr NO WB 014 Horz(TL) 0.00 22 n/a n/a BCDL 5 0 Code FBC2014/TPI2007 Matrix) Weight 104 lb FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 6 0 0 oc puffins, except BOT CHORD 2x4 SP No 2(flat) end verticals WEBS 2x4 SP No 3(flat) BOT CHORD Rigid ceiling directly applied or 10-00 oc bracing OTHERS 2x4 SP No 3(flat) REACTIONS. All bearings 22-10.8. lb) - Max Grav All reactions 250 lb or less at joint(s) 42, 22, 31, 23, 24, 25, 26, 27, 28, 29, 30, 41, 40, 39, 37, 36, 34, 33, 32 except 38=1255(LC 1) FORCES. ( lb) -Max Comp /Max Ten -All forces 250 (lb) or less except when shown WEBS 5 38=1251/0 NOTE 1) All plates are MT20 plates unless otherwise indicated 2) All plates are 1x3 MT20 unless otherwise indicated. 3) Gable requires continuous bottom chord bearing 4) Truss to be fully sheathed from one face or securely braced against lateral movement (I a diagonal web) 5) Gable studs spaced at 1-4-0 oc 6) " Semi rigid prtchbreaks including heels" Member end fixity model was used In the analysis and design of this truss. 7) Recommend 2x6 sVongbacks, 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 8) CAUTION, Do not erect truss backwards LOAD CASE(S) Standard 1) Dead +Floor Live (balanced) Lumber Increase=1.00, Plate Increase=l 00 Lin Loads (plf) Vert: 22-42=10, 1-21=100 Concentrated Loads (lb) Vert: 5=-1265 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING - Varr/y dasrgn paramalars and READ NOTES ON T/OS AND INCLUDED MITEK REFERENCE PAGE M11-7173 rw 10/07/2015 BEFORE USE. Design valid for use only with MITek®wnneGors This design Is based only upon parameters shown, and is for an Intllvitlual 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 DuIlOing design Bracing indicated Is to prevent buckling of IntliwtlWl truss web and/or chord members only Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the Iabrlcatlon, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI7 Oualrty Criteria, DSB-0! and BCSI Building Component 690.1 Parke Fist Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq HmsBarcelona-C 2413 T77272055 P2413C-SM F4 ROOF TRUSS 2 1 it Inl 1010 r10 as Lumber, 6anow, t-L 0-1-8 H1 640 5 Apr 19 zole Milex InOusmes, Inc hn Jun 02 14 47.57 Z01 7 Page 1 ID ItiEl_2vgrkv4uEJUYC21FzkFng-3Sf2wXAsPTSyVtccBaWTO1JHSeCc2RzdK2r9WmzAlgW i 21"6 Scale = 1 37 4 3x5 = 4x4 = 3x5 = 3x5 = 1x3 1I 30 = 3x3 = 3x6 MT20HS FP = 4x4 = 5x6 = 2 3 4 5 6 7 6 9 10 11 2.4 1I 3x6 MT20HS FP = 1x3 11 3x4 = 3x4 = tx3 11 3x3 = 3x4 = 1x3 11 4x4 = 5x6 = 3x3 5x6 = 4x4 = Plate Offsets (X,Y)- 11 Edge.0-1-81. f19 0-1-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud - PLATES GRIP TCLL 400 Plate Grip DOL 1.00 TC 088 Vert(LL) -0 45 18 >579 360 MT20 244/190 TCDL 100 Lumber DOL 1.00 BC 077 Vert(TL) -070 18 >372 240 MT20HS 187/143 BCLL 00 Rep Stress Incr YES WB 0.77 Horz(TL) 010 12 n/a n/a BCDL 50 Code FBC20141TP12007 Matnx) Weight 114 lb FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No 2(flat) 'Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 1- 8 2x4 SP No 1D(flat) end verticals BOT CHORD 2x4 SP No.2(flat) *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing 12- 23 2x4 SP DSS(flat) WEBS 2x4 SP No 3(flat) REACTIONS. ( lb/size) 25=1186/0-8-0, 12=1186/0-3-8 FORCES. ( lb) -Max Comp./Max Ten -All forces 250 (lb) or less except when shown TOP CHORD 25-26=-1180/0, 26-27=-1180/0, 1-27=-1180/0, 11-12=1179/0, 1-2=-1169/0, 2- 3=3056/0, 3-4=-4375/0, 4-5=-5229/0, 5-6=5229/0, 6-7=-5104/0, 7-8=-4419/0, 8- 9=4419/0, 9-10=-3092/0, 10-11=1221/0 BOT CHORD 23-24=012260, 22-23=0/2260, 21-22=0/3870, 20-21=013870, 19-20=0/4871, 18-19=0/5229, 17- 18=0/5229, 16-17=0/4909, 15-16=0/3891, 14-15=0/3891, 13-14=0/2310 WEBS 11-13=0/1626, 1-24=0/1588, 10-13=1514/0, 2-24=1517/0, 10-14=0/1087, 2-22=0/1107, 9- 14=1086/0, 3-22=1107/0, 9-16=0/718, 3-20=0/687, 7-16=681/0, 4-20=690/0, 7- 17=0/475, 4-19=-46/847, 6-17=-576/232, 5-19=363/0 NOTES- 1) Unbalanced floor live loads have been considered for this design 2) All plates are MT20 plates unless otherwise indicated 3) ' Semi -rigid prtchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 4) Recommend 2x6 strong backs, 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. 5) CAUTION, Do not erect truss backwards. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies r.. D WARNING - Vrdy only with MiTekSfws and READ NOTES is bass AND INCLUDED asters REFERENCE PAGE Miv7Q3 rw. building component, BEFORE USE. Design veld for use only with MITek® connectors This design is based only upon parameters shown, and is for an individual Duiltling component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSVTPII Quality Crtterta, DSB49 and BCSI Building Component 69N 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 Qty Ply Park Sq HMS/Barcelona-C 2413 T71272056 P2413C-SM F5 ROOF TRUSS 5 1 Job n Mxi-rronce lumber, eanow, rL i 1-3-0 7 640 s Apr 19 2016 MTek Industries, Inc Fn Jun 02 14 47 56 2017 Page 1 ID It1E)_2vgrkv4uEJUYC2jFzkFng-XeDR8tAUAnap61 BolH 1 hwssS61 b)nvtmYiai2CzAIgV 3x3 = 4x4 = 3x3 = 3x4 = 1x3 II 1x3 II 3x3 = 34 MT20HS FP = 2 3 4 5 6 7 8 9 Scale = 136 5 tx3 11 3x5 = 4x5 = 1x3 = 10 11 12 25 0 23 22 21 20 19 18 17 16 15 14 13 3x3 11 4x6 = 34 MT20HS FP = 3x3 = 3x4 = 3x3 = 3x3 = 3x5 = 4x5 = 3x6 = 4x4 = 1 1-6-06S0 1 12-4-0 1 14-10-0 17-4-0 1&10.0 21-4-0 1$0 2d0 2V 510-0 2-6-11 2-&0 2-6-0 1{r0 Plate Offsets (X.Y)- 11 Edge.0-1-81, 118 0-1-8,Edael LOADING (psi) SPACING- 2-" CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 400 Plate Grip DOL 100 TC 089 Vert(LL) -0.42 16-17 -596 360 MT20 244/190 TCDL 10.0 Lumber DOL 100 BC 0.63 Vert(TL) -066 16-17 >381 240 MT20HS 187/143 BCLL 00 Rep Stress Incr YES WB 073 Horz(TL) 0.10 13 n/a n/a BCDL 50 Code FBC2014rrP12007 Matrix) Weight: 109 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No 2(flat) *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 1- 8 2x4 SP No 1(flat) end verticals. BOT CHORD 2x4 SP No 2(flat) *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing 13- 21 2x4 SP DSS(flat) WEBS 2x4 SP No 3(flat) REACTIONS. ( lb/size) 23=1153/D-3-8, 13=1153/0-4-0 FORCES. ( lb) -Max Comp /Max Ten -All forces 250 (lb) or less except when shown TOP CHORD 23-24=1148/0, 1-24=1147/0, 1-2=1191/0, 2-3=3014/0, 3-4=-4220/0, 4-5=-4999/0, 5- 6=4999/0, 6-7=-4999/0, 7-8=-4640/0, 8-9=4640/0, 9-10=3690/0, 10-11=2177/0 BOT CHORD 21-22=0/2249, 20-21=012249, 19-20=0/3748, 18-19=0/4685, 17-18=014999, 16-17=0/4938, 15-16=0/4295, 14-15=0/3066, 13-14=0/1257 WEBS 11-'13=1671/ 0, 1-22=0/1539, 11-14=0/1279, 2-22=-1471/0, 10-14=-1237/0, 2-20=011064, 10-15=0/867, 3-20=1021/0, 9-15=-842/0, 3-19=0/656, 9-16=0/479, 4-19=647/0, 7-16=-456/0, 4-18=-66r766, 7-17=-295/536, 5-18=-351/0, 6-17=256/75 NOTES- 1) Unbalanced floor live loads have been considered for this design 2) All plates are MT20 plates unless otherwise indicated 3) "Semi -rigid pachbreaks including heels" Member end fixity model was used in the analysis and design of this truss 4) 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 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies D WARNING •Verily design parameters and READ NOTES is based AND INCLUDED Mters REFERENCE PAGE My dual rw. building component, BEFORE USE. Design valid for use only with Mi7ek® connectors This design is basetl only upon parameters shown, and is for an indmtlual builtling component, not a truss system Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the MEW fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Perk Sq HmsBarcelona-C 2413 T71272057 P2413C.SM FSA GABLE 1 1 Job Ref Mid-Flonda Lumber, Barlow, FL n o+u s npna nnn en mausmes, me n dun ua " v oo cu a rage i ID ItiEy2vgrkv4uEJUYC2tFzkFng-XeDRBtAUAnap61 BolH 1 iwssem 1 kiMrmYiai2CzAlgV Scale = 136 5 3.3 11 3x6 MT20HS FP = 3x3 I I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 LJx X X x T x 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 3x3 11 3x6 MT20HS FP = 3x3 11 1D-" — 10-11-8 _ 1-0-0 G-0-O 8-0-0 9-1-0 0-8-0 12-0-0 13+0 14-0-0 16-0-0 17-4-0 ib-6-0 20-0-0 21-0 14-0 1+0 1J-0 1+0 1.4-0 1-0 1.1-8 0- 78 1-0-0 1J-0 1J-0 11-0 1-0 1-0-0 1-0 1-0-0 0-" 0-3-8— LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 400 Plate Grip DOL 1.00 TC 0.08 Vert(LL) Ida n/a 999 MT20 244/190 TCDL 100 Lumber DOL 100 BC 001 Vert(TL) n/a n/a 999 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0 03 Horz(TL) 000 19 n/a n/a BCDL 50 Code FBC2014/TPI2007 Matnx) Weight 94 lb FT = 20 % F, 11 % E LUMBER- BRACING - TOP CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No 2(flat) 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(flat) REACTIONS. All bearings 21-4-0 lb) - Max Grav All reactions 250 lb or less at joint(s) 36, 19, 27, 20, 21, 22, 23, 24, 25, 26, 35. 34. 33, 32, 31, 29,28 FORCES. (lb) - Max Comp /Max Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are MT20 plates unless otherwise indicated 2) All plates are 1x3 MT20 unless otherwise indicated 3) Gable requires continuous bottom chord bearing 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i a diagonal web) 5) Gable studs spaced at 1-4-0 oc. 6) "Semkrigid prtchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 7) 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 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verify deign pa—.1— and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE 11411-7473 m f 0,V3/2015 BEFORE USE Design veld for use only with MRek® 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 verity 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 is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the NOR fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Crttena, DSB-09 and BCSI Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate Instmute, 218 N Lee Street, Suite 312, Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hms/Baceiona-C 2413 T11272058 P2413C-SM F6G ROOF TRUSS 1 1 h Mio-1-101"l0a Lumber, wnow, 1-1. 0-1-8 H 11F--3-0 6x6 = 2 7 640 s Apr 19 2016 MTek Industries, Inc Fri Jun 02 14 47 59 2017 Page 1 ID ItiEL2vgrkv4uEJUYC21FzkFng-')mpLDB6x5igkAm_J?YxT4PhtRsVWJJvnMKFaf7AIgU 1-11-1z 1 Scale = 1 33 4 4x6 I 1 54 I I 4x6 I 1 2x6 I 1 3.6 3.6 11 4.6 11 7.6 11 3x6 11 3 4 5 6 7 23 6 9 10 11 4.6 II 6x6 = 3x6 II Us II 2.6 II 3x6 II 3x6 I 3.6 II 6x7 = 6x6 = 1x3 = 19-2-12 r 19-2-12 Plate Offsets (X,Y)- f3 0-3-O.Edgel. 15 0-3-O.Edgel. f6 0-3-O.Edgel. f9 0-3-O.Edgel. f 10 0-3-O.Edgel. fl7 D-3-O.Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 100 TC 063 Vert(LL) -031 15-16 >745 360 MT20 244/190 TCDL 100 Lumber DOL 100 BC 093 Vert(TL) -048 15-16 >476 240 BCLL 00 Rep Stress Incr NO WB 091 Horz(TL) 007 12 n/a n/a BCDL 50 Code FBC2014/TPI2007 (Matnx) Weight: 152 lb FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No l (flat) end verticals WEBS 2x4 SP No 3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/ size) 12=1908/0-3-8, 21=1244/0-8-0 FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=2620/0, 3-4=3761/0, 4-5=-5278/0, 5-6=6147/0, 6-7=-6147/0, 7-23=6398/0, 8-23=- 6398/0, 8-9=-5251/0, 9-10=-3782/0 BOT CHORD 20-21=0/1520, 19-20=0/3761, 18-19=0/4588, 17-18=0/6147, 16-17=0/6147, 15-16=0/6521, 14-15= 0/6150, 13-14=0/5251, 12-13=0/2334 WEBS 10- 12=-2972/0, 2-21=1918/0, 10-13=0/1915, 2-20=0/1456, 9-13=-1906/0, 9-14=0/711. 3-20=- 1480/0, 3-19=0/706, 8-14=1165/0, 4-19=1072/0, 8-15=0/396, 4-18=0/993, 7-15=- 382/77, 5-18=1344/0, 7-16=-837/363,5-17=-62/432 NOTES- 1) Unbalanced floor live loads have been considered for this design 2) Bearing at joint(s) 21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula Building designer should verify capacity of bearing surface 3) "Semi - rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4) 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 5) CAUTION, Do not erect truss backwards. 6) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 357 lb down at 13-5-8, and 357 lb down at 15-5-8, and 357 lb down at 17-5-8 on top chord. The design/selection of such connection device(s) is the responsibility of others 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE( S) Standard 1) Dead + Floor Live (balanced) Lumber Increase=l DO, Plate Increase=1.00 Uniform Loads ( plf) Vert 12- 21=10, 1-11=100 Concentrated Loads ( lb) Vert 10= 357(F) 9=-357(F) 23=-357(F) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verify d-ign Paramatrs and READ NOTES ON THS AND INCLUDED IW TEK REFERENCE PAGE M11-7473 m 10/032015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based onty upon parameters shown, and is for an intlividual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling ofindividual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent coiiapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSU1P11 Quality Critena, DSB49 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/Barcelona-C 2413 T71272059 P2413C-SM F7G ROOF TRUSS 1 1 jobi 0-1-8 1-3-0Hi I 7x6 II 2 o+u s ryx i s cu i o mi i en muusu ies, a¢ r n con uc + co w cu i t rage iIDRiE)_2vgrkv4uEJUYC21FzkFng-T1LBZZCkOgXMKLBs13A HxtJ ZFn33D03p75zAlgT 1-1 i Style = 1 331 4.6 II 3x7 II 3.6 2x6 II 5.6 II 4x6 46 6x6 = 3x6 II 3 4 23 5 6 7 8 9 10 11 5x6 I 6x7 = 3x7 I 3x6 I 2x6 I 4x6 4x6 I 3x6 I 6x6 = 6x6 = 10 = 19-2-12 19-2-12 Plate Offsets (X.Y)- 12 0-3-O.Edgel. f3.0-3-O.Edgel. f6 D-3-O.Edgel. f9.0-3-O.Edgel. f16 0-3-O.Edgel. f17 0-3-O,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 100 TC 053 Vert(LL) -0.30 17 >769 360 MT20 244/190 TCDL 10.0 Lumber DOL 100 BC 0.95 Vert(TL) -0.46 17 >492 240 BCLL 00 Rep Stress Incr NO WB 0.88 Horz(TL) 0.07 12 n/a n/a BCDL 50 Code FBC2014ITP12007 Matrix) Weight 152 Ito FT = 20%F, 11 %E LUMBER- BRACING. TOP CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 2x4 SP No l(flat) end verticals. WEBS 2x4 SP No 3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/size) 12=1281/0-3-8, 21=1758/0-8-0 FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=3572/0, 3-4=-5014/0, 4-23=6426/0, 5-23=-6426/0, 5-6=6667/0, 6-7=6667/0, 7-8=5422/0, 8-9=-3866/0, 9-10=2693/0 BOT CHORD 20-21 =0/2174,19-20=0/5014, 18-19=0/6029, 17-18=0/6667, 16-17=0/6667, 15-16=0/6103, 14-15=0/4775, 13-14=0/3866, 12-13=0/1549 WEBS 10-12=1971/0, 2-21=2744/0, 10-13=0/1514, 2-20=0/1850, 9-13=-1520/0, 9-14=0/773, 3-20=1870/0, 3-19=0/820, 8-14=1179/0, 4-19=1316/0, 8-15=0/856, 4-18=0/618, 7-15=901/0, 5-1 8=-712M 62, 7-16=-80/1157, 5-17=-385/145, 6-16=-430/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Bearing at joint(s) 21 considers parallel to grain value using ANSIIrPI 1 angle to grain formula Building designer should verify capacity of beanng surface 3) "Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 4) Recommend 2x6 strongbacks, on edge, spaced at IG-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 5) CAUTION, Do not erect truss backwards 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 239 lb down at 1-9-8, 239 lb down at 3-9-8, and 239 lb down at 5-9-8, and 239 Ito down at 7-9-8 on top chord The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard 1) Dead + Floor Live (balanced) Lumber Increase=l 00, Plate Increase=l 00 Uniform Loads (plf) Vert 12-21=10, 1-11=100 Concentrated Loads (lb) Vert 2=-239(B) 3=-239(B) 5=239(B) 23=239(B) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies D WARNING - VwMo dwyn MiTekS co and READ NOTES ON based AND INCLUDED Mters REFERENCE PAGE Mividual rw. building component, BEFORE USE. Design valid for use only with MiTek® connectors This design is basetl only upon parameters shown, and is for an individual builtling 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 builtling design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq HmsrBarcelona-C 2413 T71272060 P2413C-SM F8 ROOF TRUSS 4 1 f I MN-r-d —imi,6artUW, rL 0-1-8 H I 1-3-0 ; 7 6.40 s Apr 19 2016 MRek Industries, Inc Fn Jun 02 14 48 00 2017 Page 1 ID IttE)_2vgrkv4uEJUYC2jFzkFng-TILBZZCkiO XMKLBsi3A2HxvHrJ7Fw73003p75zAlgT 1 Scale = 1 17 2 3x3 = 1x3 II 1.3 II 3x3 = 3x3 = 2 3 4 5 6 1x3 = 3x3 = JwJ J^J JAJ 3x3 — 10-2-0 10-2-0 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 400 Plate Grip DOL 100 TC 039 Vert(LL) 005 8-9 >999 360 MT20 244/190 TCDL 100 Lumber DOL 1 00 BC 040 Vert(TL) 0 07 10-11 >999 240 BCLL 00 Rep Stress Ina YES WB 0.30 Horz(TL) 0.01 7 n/a n/a BCDL 50 Code FBC2014rrP12007 Matrix) Weight 54 lb FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No 3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. ( lb/size) 12=539/0-3-8, 7=539/0-3-8 FORCES. ( lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 12-13=-535/0, 1-13=534/0, 7-14=-535/0, 6-14=-534/0, 1-2=492/0, 2-3=1089/0, 3-4=1089/0, 4-5=-1089/0, 5- 6=492/0 BOT CHORD 1D-11=0/912. 9-10=0/1089, 8-9=0/912 WEBS 6-8=0/632, 1-11=0/632, 5-8=-583/0, 2-11=-583/0, 5-9=0/380, 2-10=0/380 NOTES- 1) Unbalanced floor live bads have been considered for this design 2) " Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss 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 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Vartly deign paramarars and READ NOTES ON TIPS AND INCLUDED AOTEK REFERENCE PAGE M&7473 ray. f "312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the LE fatin ation, storage, delivery. erection and bracing of trusses and truss systems, see ANSIITPl1 Quality Criteria, DSB-99 and BCSI Building Component 69N 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 Qty Ply Park Sq Hms/Barcelona-C 2413 T11272061 P2413C-SM F8A ROOFTRUSS 1 1 Mid -Florida Lumber, Bartow, FL 1312 1-3-0 i 164u s Apr to zulb Mi i ex industnes, Inc rn dun uz 14 46 u1 zu1 / rage i ID IllEj_2vgrkv4uEJUYC2jFzkFng-xDv2mvDNTiyOzUwNQQaPYVU32Ff6_OFCEgpMfXzAIgS 1-7-4 Scale = 1 17 2 3.3 I 3x3 = 1x3 I 1x3 I 3x3 = 3x3 = 16 2 3 4 5 6 7 1.3 = y^V 3x6 MT20HS= V^V V^V V^y 3x3 11 1-8-4 1 4-0 1 1 3 12 8-&0 10-2-0 1 J-0 0-2-1 18 5-74 1 fi-0 0-1-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl L/d PLATES GRIP TCLL 400 Plate Grip DOL 1 00 TC 046 Vert(LL) -0 05 9-10 >999 360 MT20 2441190 TCDL 100 Lumber DOL 100 BC 041 Vert(TL) -007 9-10 >999 240 MT20HS 187/143 BCLL 00 Rep Stress Incr YES WB 0.24 Horz(TL) 001 8 n/a n/a BCDL 50 Code FBC2014/TPI2007 Matrix) Weight 57 lb FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No 2(flat) end verticals WEBS 2x4 SP No 3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6- 0-0 oc bracing 12-13 REACTIONS. ( lb/size) 8=439/D-4-0, 12=640/0-8-7 Max Grav 8=449(LC 4), 12=640(LC 1) FORCES. ( lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 8-15=-450/0, 7-15=-450/0, 34=739/0, 4-5=739/0, 5-6=739/0, 6-7=399/0 BOT CHORD 11-12=0/415, 10-11=01739, 9-10=0/716 WEBS 7-9=0/511, 3-12=-579/0, 6-9=-440/0, 3-11 =01490. 4-11=254/0 NOTES- 1) Unbalanced floor live bads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated 3) "Semi - rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4) 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 5) CAUTION, Do not erect truss backwards Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies D WARNING • V4rHo design MiTekOfara and READ NOTES is TNIS AND INCLUDED Mters REFERENCE PAGE Miv7477 m. building component, BEFORE USE. Design valid for use only with Mi7ekm connectors This design is based only upon parameters drown, and is for an individual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall - - building design Bracing indicated is to prevent buckling of indiv dual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, wectron and bracing of trusses and truss systems, see ANSVTPII Oualrty, Crttena, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq HmslBarcelona-C 2413 T71272062 P2413C-SM F9 ROOFTRUSS 4 1 f r o i Mio-rionda Lumber, Bartow. FL t Eau s Apr iv 2W6 MI IeK indusmnes, Inc to Jun 02 14 atl Ul 2U17 rage i ID@iEL2vgrkv4uEJUYC2jF2kFng-xDvZmvDNTiyOzUwNQQaPYVU36Fhn_P9CEgpMfXzAlgS 1 1$8 116-8 I Scale = 1.17 1 3x3 = 3x6 = 3x6 = 1 3x6 = 2 3 3x3 = 4 5 Y 2 11 10 9 8 II ._., II .,.n — 6 3x3 11 3x6 = 3x3 11 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl Ud PLATES GRIP TCLL 400 Plate Grip DOL 100 TIC 045 Vert(LL) 0 02 10 999 360 MT20 244/190 TCDL 100 Lumber DOL 1.00 BC 031 Vert(TL) 0.03 10 999 240 BCLL 0.0 Rep Stress Ina YES WB 0.19 Horz(TL) 0.00 6 n/a n/a BCDL 50 Code FBC2014(TPI2007 Matrix) Weight: 53 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 pudins, except BOT CHORD 2x4 SP No 2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except 6- 0-0 oc bracing 7-8 REACTIONS. ( lb/size) 12=373/Mechanical, 6=44/Mechanical, 7=554/0-3-0 Max Uplrfl6=-100(LC 8) Max Grav 12=375(LC 7), 6=210(LC 7), 7=693(LC 8) FORCES. ( lb) - Max Comp./Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 1-12=-373/0, 1-2=-293/0, 2-3=-533/0, 3-4=-348/0 BOT CHORD 10-11=0/533, 9-10=01533, 8-9=0/533 WEBS 4-7=509/0, 1-11=01390, 4-8=0/389, 2-11=331/0, 3-8=388/0, 5-7=290/223 NOTES- 1) Unbalanced floor live loads have been considered for this design 2) Refer to girder(s) for truss to truss connections 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint 6 4) " Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) 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. 6) CAUTION, Do not erect truss backwards Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verify dasrgn Pa—ters and READ NOTES ON TMS AND INCLUDED WTEK REFERENCE PAGE M11-7473 raw 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the budding designer must verity the applicability of design parameters and property incorporate this design into the overall Win building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the wak fabrication, storage, delivery, erection and braung of trusses and truss systems, see ANSUTPII Quality Criteria. DSB-39 and BCSI Building Component 6904 Parke Fast Blvd Safety Information availabie from Truss Plate Institute, 218 N Lee Street, Suite 312. Alemndna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hms/Barcelona-C 2413 T11272063 P2413C-SM F9A GABLE 1 1 e o do Mid-Flonda Lumber, Bartow, FL 1YIU s Apr iv zoib mi I eK industries, me Fri Jun u2 14 4a Ul 2U7 / vage 1 ID ItiEL2vgrkv4uEJUYC2jFzkFng-xDvZmvDNTiyOzUwNQQaPYVU9pF10_RXCEgpmiX iqS Scale = 1 13 1 21x3 II 31x3 II 4 1x3 11 5 tx3 11 83x3 11 12 11 10 9 8 7 3x3 I 1x3 tx3 I 1x3 I tx3 I I 3x3 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 400 Plate Grip DOL 100 TC 009 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1 00 BC 001 Veri(TL) n/a n/a 999 BCLL 00 Rep Stress Ina YES WB 0.03 Horz(TL) 000 7 n/a n/a BCDL 50 Code FBC2014rrPl2D07 (Matnx) Weight: 33 lb FT = 20 % F, 11 % E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(8at) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No 2(flat) 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(flat) REACTIONS. All bearings 6-1D-0. lb) - Max Grav All reactions 250 lb or less at joint(s) 12, 7, 8, 9, 11, 10 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 a diagonal web). 3) Gable studs spaced at 1-4-0 oc. 4) "SemHrigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 5) 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 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING • Verify dasrpn parameters acid READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. f0/dJ/2tl15 BEFORE USE. 1111161111111 Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual butltlmg component, not MAW a truss system Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing 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 bnang of trusses and truss systems, see ANSVTPII Quality Criteria, DSB•89 and BCSI Building Component 69N Parke East Blvd Safety Information available from Truss Plate Institute. 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hms/Barcelona-C 2413 T71272061 P2413C-SM Flo GABLE 1 1 i In mio-noriea Lumoer, eanow, rL 16 15 7 640 s Apr 19 2016 MTek Industries, Inc Fri Jun 02 14 47 54 2017 Page 1 ID ItiEL2vgrkv4uEJUYC2tFzkFng-ft_wl W7_6Y4NePtl WSymmOIzSQMnrGgAd4cUvRzAlgZ Scale = 1 13 7 2 1x3 11 3 1x3 11 4 1x3 11 5 1x3 11 6 1x3 11 7 3x3 11 14 13 12 11 10 9 8 tx3 II 1x3 II 1x3 II 1.3 II 1x3 II 1x3 II 3x3 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl L/d PLATES GRIP TCLL 400 Plate Grip DOL 1 00 TC 010 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 100 Lumber DOL 1.00 BC 001 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(TL) 000 8 n/a n/a BCDL 50 Code FBC2014rTP12007 Matrix) Weight: 35 lb FT = 20%F, 11%E LUMBER- BRACING. TOP CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No-2(flat) 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(flat) REACTIONS. All bearings 7-2-8 lb) - Max Grav All reactions 250 lb or less at joint(s) 14, 11, 9, 10, 13, 12 except 8=1323(LC 1) FORCES. (lb) - Max Comp /Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=1317/0 NOTES- 1) Gable requires continuous bottom chord bearing 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i a diagonal web) 3) Gable studs spaced at 1-4-0 oc 4) "Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 5) 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 6) CAUTION, Do not erect truss backwards LOAD CASE(S) Standard 1) Dead + Floor Live (balanced) Lumber Increase=1 00, Plate Increase=1 00 Uniform Loads (pit) Vert 8-14=10, 1-7=-100 Concentrated Loads (lb) Vert 7=1265 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING - Vwtfy design paramelrs and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE Ml1-7177 rev. 10/03/i015 BEFORE USE Design valid for use only with MiTeM connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall budding design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to 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, we ANSVTP11 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type City Ply Park Sq HmslBarcelona-C 2413 T71272065 P2413C-SM F11 ROOF TRUSS 6 1 Mid -Florida Lumber, Bartow, FL 0-1-8 H i 1-3-0 12 m au s npr ro iu io mi i es acs, rn dun vz i+r w - r rage i ID diEL2vgrkv4uEJUYC2lFzkFng-fl_wImusnmeW7_ 6Y4NePt1 WSymm0ly;l1vrFQAd4cUvRzAIgZ 1-2- 4 Scale = 1 13 2 1 1x3 II 2 3x3 = 3 1x3 II 4 1x3 II 5 3x3 = 6 3x3 II 3x3 = LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud TCLL 40. 0 Plate Grip DOL 1 00 TC 017 Vert(LL) 0.02 7-8 999 360 TCDL 10. 0 Lumber DOL 1.00 BC 0 19 Vert(TL) 0.03 7-8 999 240 BCLL 00 Rep Stress Incr YES WB 012 Horz(TL) 0.00 7 n/a n/a BCDL 50 Code FBC2014rTP12007 Matrix) LUMBER- BRACING- 3x6 = PLATES GRIP MT20 244/ 190 Weight: 39 lb FT = 20%F, 11%E TOP CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No 2(flat) end verticals WEBS 2x4 SP No 3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/ size) 7=364/Mechanical, 10=364/0-8-0 FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=493/0, 3-4=-493/0, 4-5=-493/0 BOT CHORD 9-10=01326, 8-9=0/493, 7-8=0/338 WEBS 5- 7=450/0, 2-10=-443/0, 2-9=0/256 NOTES- 1) Unbalanced floor live loads have been considered for this design 2) Refer to girder(s) for truss to truss connections 3) "Semi - rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 4) 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 5) CAUTION, Do not erect truss backwards Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies D WARNING • Verify only ignwith Parameters and READ NOTES is based AND INCLUDED Mters REFERENCE PAGE Mlr-7Q7 m building Component. BEFORE USE Design veld for use Doty with M7ek® connectors This Design is Dased only upon parameters shown, and is for an individual building Component, no( 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 Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is ahvays required for stability and to prevent Collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSl1 PII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke Fast BNtl Safety Infornation available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type Dty Ply Park Sq Hms/Barcelona-C 2413 T11272066 P2413C-SM F11G ROOF TRUSS 1 1 Rf bn miol ionaa Lumoer, Uanow. rL o-1-B H r 1-3-0 2 3x4 = 3 1x3 II 7 640 s Apr 19 2016 MiTek Industries, Inc Fn Jun 02 14 47 55 2017 Page 1 ID ItiEL2vgrkv4uEJUYC21FzkFng-73XIVs8etsCEFZSD49U'?IEE2ogZkadOKskM2RuzAlgY 4 1x3 11 5 3x4 = Scale = 1 13 2 6 3x3 11 3x4 = 3x6 = Cr11-4 LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 400 Plate Grip DOL 100 TC 051 Vert(LL) 0 04 7-8 999 360 TCDL 100 Lumber DOL 1.00 BC 060 Vert(TL) 0 05 7-8 999 240 BCLL 00 Rep Stress Incr NO WB 039 Horz(TL) 001 7 n/a n/a BCDL 50 Code FBC20147TPI2007 Matnx) LUMBER- BRACING - PLATES GRIP MT20 244/190 Weight: 39 lb FT = 20%F, 11%E TOP CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except BOT CHORD 2x4 SP No.2(flat) end verticals WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7= 1021 /Mechanical, 10=1021/0-8-0 Max Grav 7=1252(LC 4), 10=1248(LC 3) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=1584/0, 3-4=1584/0, 4-5=1584/0 BOT CHORD 9-10=0/1121, 8-9=0/1584, 7-8=0/1165 WEBS 5-7=1551/0, 2-1 0=-1 524/0, 5-8=0l776, 2-9=0/827, 3-9=-512/0, 4-8=-486/0 NOTES- 1) Unbalanced floor live loads have been considered for this design 2) Refer to girder(s) for truss to truss connections 3) Girder tames tie-in span(s). 7-0-0 from 0-0-0 to 6-11-4 4) "Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysts and design of this truss 5) 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 6) CAUTION, Do not erect truss backwards LOAD CASE(S) Standard 1) Dead + Floor Live (balanced) Lumber Increase=l 00, Plate Increase=l 00 Uniform Loads (plf) Vert: 7-10=5, 1-6=-303 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verily design pamrnet rs and READ NOTES ON TNS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10,V312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the ki fabrication, storage, delivery, erection and bracing or trusses and truss systems, see ANSUTPII Quality Crrtena, DSB49 and SCSI Building Component 6904 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 Qty Ply Park Sq Hms/Barceiona-C 2413 T11272067 P2413C-SM F12 ROOFTRUSS 3 1 Job f n Mid -Florida Lumber, Bartow, FL i 1-3-0 1 3x3 11 2 3x3 = s ryi i sines, me r •i.ao—a rage ID ItiEj_2vgrkv4uEJUYC2jFzkFng-73XIVs8asCEFZSD49U1EE7FggAaljKskM2RuzAIgY 1- 2-0 3 1x3 11 4 10 11 5 30 = 6 3x3 11 Scale = 1 13 2 30 = 10 9 B 7 3x3 = 3x6 = 3x6 = 1- 6-0 5-5-0 6-11-0 1 1. 0 3-11-0 1-6-0 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 400 Plate Grip DOL 1.00 TC 016 Vert(LL) -002 9-10 >999 360 MT20 244/190 TCDL 100 Lumber DOL 100 BC 019 Vert(TL) -0.02 9-10 >999 240 BCLL 0. 0 Rep Stress Incr YES WB 0 12 Horz(TL) 000 7 n/a n/a BCDL 50 Code FBC2014/TP12007 Matrix) Weight 40 lb FT = 20%F, 11 % E LUMBER- BRACING - TOP CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No-2(flat) end verticals WEBS 2x4 SP No 3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/ size) 10=367/Mechanical, 7=367/Mechanical FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=499/0, 3-4=-499/0, 4-5=-499/0 BOT CHORD 9-10=0/340, 8-9=0/499, 7-8=0/340 WEBS 5- 7=453/0, 2-10=-453/0 NOTES- 1) Unbalanced floor live loads have been considered for this design 2) Refer to girder(s) for truss to truss connections 3) "Semi - rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 4) 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 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies D WARNING - Varllo deign MiTekSco and READ NOTES ON riseFOS AND INCLUDED alters REFERENCE PAGE MN individual rw building component. BEFORE USE Design valxl for use only with MiTelcdD connectors This design is based only upon parameters shown, and is for an indivxlual building wmponeM, not , a truss system Before use, the building designer must verity the applicability of design parameters and properly incxi ate, this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-a9 and BCSI Building Component 5904 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 Oty Ply Parts Sq HmslBarcelona-C 2413 T11272068 P2413C-SM FT1 SPECIAL 1 f2 mia-rionaa Lumner, banow, rL / b4u s Apr 1B z01b w i ea inauslnes, me rn uun uz i4 I w zui t rage l ID PoEL2vgrkv4uEJUYC21FzkFng-OPSxzFD?EO4FbeVZ-76e5116Z1uCjiYMTJYwB-zAlgR z-310 4-5-8 6-7-6 8-9-4 1 ID-1 1-2 F 13-1-0 15-2-14 1 17-4-12 1 19-6-10 1 21-10-8 1 2-110 2-1-14 2-1-14 2-1-14 2-1-14 2-1-14 2-1-14 2-1-14 2-1-14 2-3-14 Scale = 1 38 0 3x10 = 1x4 II 4x10 = ix4 II 3x8 = 1x4 II 5x8 = 1x4 II 3x12 = 1.4 3x8 = 1 2 3 4 23 5 6 7 24 8 25 9 10 2611 22 ... .. ,.. . „ 12 4x4 II 5x12 = 2x4 II 4x10 = 8x12 MT20HS = 3x8 = 2x4 II WO = 2x4 4x14 = 3x4 II THIS TRUSS IS NOT SYMMETRIC PROPER ORIENTATION IS ESSENTIAL 1 z-310 1 4-5-0 1 e-9 tar11-z 13 tsz-14 n+tz 19w10 1 zt-taa 1_ 2-110 2-1-11 2-1-14 2-i-14 2-1-14 2-1-14 2-1-14 2-1-14 2-1-14 2-3-14 Plate Offsets (X,Y)- f7 0-4-0 0-3-01 118-0-6-0 0-4-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl L/d PLATES GRIP TCLL 400 Plate Grip DOL 1.00 TC 0.98 Vert(LL) -0 64 17 >402 360 MT20 244/190 TCDL 100 Lumber DOL 1.00 BC 087 Vert(TL) -1.01 17 >257 240 MT20HS 187/143 BCLL 00 ' Rep Stress Incr NO WB 0 82 Horz(TL) 0.09 12 n/a n/a BCDL 50 Code FBC20147TP12007 Matrix-M) Weight 244 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 1 D 'Except' TOP CHORD Structural wood sheathing directly applied or 1-5-5 oc purlins, except 7-11 2x4 SP No 2 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" 1-21,3-21,3-19,5-19,5-17,11-13,9-13,9-15,7-15,7-17 2x4 SP No.2 REACTIONS. (lb/size) 22=3101/0-7-4, 12=2558/0-3-8 Max Uplrft22=-434(LC 4), 12=-350(LC 5) FORCES. (lb) - Max Comp /Max Ten. - All forces 250 (lb) or less except when shown TOP CHORD 1-22=-2747/390, 1-2=5674/787, 2-3=5674/787, 3-4=13072/1774, 4-23=13072/1774, 5-23=-13072/1774, 5- 6=14814/1942, 6-7=-14814/1942, 7-24=10983/1460, 8-24=-10983/1460, 8- 25=-10983/1460, 9-25=10983/1460, 9-10=-4702/638, 10-26=-4702/638, 11- 26=-4702/638, 11-12=-2212/309 BOT CHORD 21-22=55/ 386, 20-21=-1454/10574, 19-20=-1454/10574, 18-19=-2053/15370, 17-18=-2053/15370, 16- 17=1840/13975, 15-16=-1840/13975, 14-15=-1215/9028, 13-14=-1215/9028,12- 13=-45/318 WEBS 2-21=-552/101, 3-20=-31/337, 4-19=509/92, 5-18=47/464, 6-17=685/110. 7-16=-69/622, 9- 14=48/469, 10-13=435/82, 1-21=801/5786, 3-21=5362/730, 3-19=-375/2734, 5- 19=-2515/356, 5-17=-609/122, 11-13=648/4789, 9-13=-4734/631, 9-15=297/2140, 7- 15=-3274/464, 7-17=-170/918 NOTES- 1) 2-ply truss to be connected together with 10d (0 131"x3") nails as follows Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows. 2x4 - 1 row at 0-9-0 oc 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated 3) Wind ASCE 7-10, VuK=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf, h=15ft, B=45ft, L=24R, eave=4R, Cat 11, Exp B, Encl., GCpi=O 18; MWFRS (directional), Lumber DOL=1 60 plate gnp DOL=1.60 4) Provide adequate drainage to prevent water pondbng. 5) All plates are MT20 plates unless otherwise indicated 6) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 7)' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will printed copies of this document are p fit between the bottomchordandanyothermembers8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 434 lb uplift at joint 22 and 350 lb uplift at not considered signed and sealed and joint 12. the signature must be verified on 9) Girder cames tie-in span(s) 5-0-0 from 0-0-0 to 10-11-4, 2-10-0 from 16-3-4 to 21-6-12; 5-0-0 from 0-0-0 to 10-11-4 any electronic copies 10) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Continued on paqe 2 Q WARNING - Verdy dmgn paramet- s and READ NOTES ON TIOS AND INCLUDED MITEK REFERENCE PAGE MN-7473 ray. 10/03/2015 BEFORE USE. Design valid for use only with MiTekm connectors This design is based only upon parameters shown, and is for an individual bustling component, not a truss system Before use, the budding designer must verify the applicability of design parameters and properly incorporate thus design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal mtury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPl1 Quality Crites, DSB-89 and BCSI Building Component 6904 Parke East BNd Safety Infomution available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type city Ply Park Sg Hmsrearcelona-C 2413 Ti P2413C-SM FT1 SPECIAL 1 nL Job Refenen I Ma-Flonda Lumber, Barlow, FL 7 640 s Apr 19 2016 M7ek Industries, Inc Fn Jun 02 14 48 02 2017 Page 2 ID ItiEL2vgrkv4uEJUYC2jFzkFng-QPSxzFD9E04FbeVZ_76e5il6ZfuCjiYMTJYwB zAlgR NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 429 lb down and 62 lb up at 10-9-4 on top 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 (plf) Vert 1-6=298, 6-25=100, 25-26=239, 11-26=115, 12-22=-10 Concentrated Loads (lb) Vert 6=-429 r.r D WARNING - Vardoonly with parameters and READ NOTES ON rise AND INCLUDED Mters REFERENCE PAGE MIId177 rw. building component, BEFORE USE. Design valid for use ony with M7ek® connectors This design is based only upon parameters shown, and is for an indrvklual Duiltling 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 devgn Bracing indicated is to prevent buckling of indiwdual buss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB49 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 Qty Ply Park Sq Hms/Barcelona-C 2413 T11272D69 P2413CSM FT2 SPECIAL 1 n Mw-riorwa wnoer, -ow, rL. r wu s npr ` u i o mi i ec inousmes, me - .run- i • w w ... r rpe i ID KiEl_2vgrkv4uEJUYC21FzkFng-ucOKBbEd?JC6Do31YrdtdwZHF2EISABVtzITIQzAlgQ r 2310 4-SB 67-6 &9-4 10.11-2 131-0 152-14 17+12 19-6-10 21-10.8 2.110 2-1-14 2-1-14 &1-14 2-1-14 2-1-14 2-1-14 2-1-14 2-1-14 2314 Scale = 138 0 3x10 = 1x4 II 3x12 = 1x4 II US = 1x4 II 5x8 = 1.4 II 3x12 = 1 2 3 4 23 5 6 7 24 8 25 9 1 x4 I I 3x8 = 10 11 22 _. _.. .., ,.. .. ._ ._ .. ._ 12 3x4 II 5xl2 = 2x4 II 3x12 = 8x12 MT20HS - 3x8 - 2x4 II 3xl2 = 2x4 I 5x10 = 3x4 II THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL 1311010Iz213-1a1491 2- Sa 1 6-34 2 -14 I 42233102-1-14 f 2-1-14 2-1-1140 Plate Offsets (X Y)- I7 0-4-0 0-3-01 118.0-6-00-4-81 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl Ud PLATES GRIP TCLL 400 Plate Grip DOL 100 TC 099 Vert(LL) -063 17 >411 360 MT20 244/190 TCDL 100 Lumber DOL 1 00 BC 085 Vert(TL) -0.98 17 >263 240 MT20HS 187/143 BCLL 00 ' Rep Stress Ina NO WB 073 Horz(TL) 0.09 12 n/a n/a BCDL 50 Code FBC20141TPI2D07 Matrix-M) Weight 244 lb FT = 20 % LUMBER- BRACING - TOP CHORD 2x4 SP No 1 TOP CHORD Structural wood sheathing directly applied or 1-4-4 oc purlins, except BOT CHORD 2x6 SP DSS end verticals WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing 1-21, 3-21,3-19,5-19,5-17,11-13,9-13,9-15,7-15,7-17 2x4 SP No.2 REACTIONS. (lb/ size) 22=277610-7-4, 12=2261/0-3-8 Max Uplift22=397(LC 4), 12=- 310(LC 5) FORCES. (lb) - Max Comp./Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 1-22=2437/354, 1-2=5070/717, 2-3=5070/717, 34=11930/1646, 4-23=11930/1646, 5-23=1193011646, 5-6=14058/1877, 6-7=- 14058/1877, 7-24=11035/1486, 8-24=-11035/1486, 8-25=-11035/1486, 9-25=11035/1486, 9-10=- 4345/593, 10-11=-4345/593, 11-12=1993/280 BOT CHORD 21-22=-50/341, 20.21=1353/9658, 19-20=-1353/9658, 18-119=1959/14447, 17-18=1959/14447, 16-17=1814/13600, 15-16=1814/13600, 14-15= 1187/8735, 13-14=-118 7/8 735. 12-13=39/2 75 WEBS 2-21=-450/88, 3-20=41/400, 4-19=-400/79, 5-18=-65/593, 6-17=-726/ 117, 7-16=-73/646, 8-15=384/72,9-14=-31/340,1-21=-731/5174, 3-21=-5021/696, 3-19=-348/2486, 5-19=2755/391, 5-17=-442/141, 11-13=605/4447, 9-13=-4804/651, 9-15=354/2516, 7-15=2807/409, 7-17=117/501 NOTES- 1) 2-ply truss to be connected together with 1Dd (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 Webs connected as follows: 2x4 - 1 row at 0-9-0 oc 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) face in the LOAD CASE(S) section Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated 3) Wind ASCE 7- 10, Vint=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf, BCDL=3.Opsf, h=15ft, B=45ft, L=24ft, eave=4ft, Cat II, Exp B; Encl , GCpi=0.18, MWFRS (directional), Lumber DOL=1.60 plate gnp DOL=1 60 4) Provide adequate drainage to prevent water ponding 5) All plates are MT20 plates unless otherwise indicated 6) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 7) ` This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Printed COpI@S Of ills document are 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 397 lb uplift at joint 22 and 310 lb uplift at joint 12 not considered signed and sealed and 9) Girder carries tie-in span(s). 5-0-0 from 0- 0-0 to 10-11-4, 2-10- 0 from 16-3-4 to 21-6-12; 5-0-0 from 0-0-0 to 10-11-4 the signature must be verified on 10) "Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss any electronic copies Continued on Daoe 2 Q WARNING - Vanity design p-ters and READ NOTES ON TIOS AND INCLUDED WTEK REFERENCE PAGE A111.7473 ray. 1010312015 BEFORE USE. -- Design valid for use only with MiTekdC connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall buildingdesign Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possibie personal injury and property damage For general guidance regarding the kv fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSVTPI1 Quality Crrtena, DSB-19 and SCSI Building Component 69064 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 Qty Ply Park Sq Hms/Barcelona-C 2413 T71272089 P2413C-SM FT2 SPECIAL 1 nL lib f I I Mid-Flonda Lumber, Bartow, FL 7 640 s Apr 19 2016 MTek Industries. Inc Fn Jun 02 14 46 03 2017 Page 2 ID ItIEI_2vgrkv4uEJUYC21FzkFng-ucOKBbEd?JC6Do3lYrdtdwZHF2EISABVIzlT1QzAlgQ NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 513 lb down and 74 lb up at 11-0-0, and 463 lb down and 67 lb up at 16-2-8 on top 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=l 00 Uniform Loads (ptf) Vert 1-6=249, 6-25=100, 11-25=-115, 12-22=-10 Concentrated Loads (lb) Vert 6=513 25=463 Q WARNING - Vwtfy daslgn p—tars and READ NOTES ON TNS AND INCLUDED MITEK REFERENCE PAGE MX7473 —. 10/03/L015 BEFORE USE. Design valid for use only with MTek® connectors This design is based only upon parameters shown. and is for an individual building component, not a truss system Before use, the building designer must venfy 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 is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DS549 and SCSI Building Component 6904 Parke East Blvd Safety Infomiation available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hms/Barceiona-C 2413 T11272070 P2413C-SM FT3 SPECIAL 1 3 f r I Mid-Flondit Lumber, Bartow. FL 7 640 s Apr 19 2016 MTek Industries, Inc Fn Jun 02 14 48 04 2017 Page 1 ID RiE)_2vgrkv4uEJUYC21FzkFng-MoaiOxFFldKzgyey5Y86A76Tr-SY5BZGfxdlOGszAlgP 1 1-1as 3s14 sI 38 7-3 a sae 11-3-8 I 13 4z I 16-0 1-1as 1-a9 1-e-10 z-ao z-4o z-4o 1a 11 1-s10 1-s-9 1-1as Scale = 129 6 2x6 I 4x12 = 1x4 I 4x10 = 1x4 11 3x8 = 4x12 = 1x4 4x10 = 1 5x4 I 1 P1 2 3 4 22 5 23 24 6 7 a 9 25 10 0 19 18 17 16 15 14 13 12 20 2x4 II 5x16 = 2x4 11 4x12 = 4xB = 2x4 I I 4x10 = 2x4 II 11 5x8 MT20HS = 4x4 = THIS TRUSS IS NOT SYMMETRIC PROPER ORIENTATION IS ESSENTIAL. 1-10.5 3 4 5-38 7-a8 936 11-a8 li0. 14IN 1 7-0 r 1 1.10-5 1-8-9 1-8-10 I 2-40 1 2-0.0 1 2-0.0 1-B-10 1-&9 1-145 Plate Offsets (X.Y)- 12 0-3-4,0-1-81 (6 0-3-8 0-1-81 115 0-3-8 0-2-01 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 100 TC 095 Vert(LL) 039 16 >502 360 MT20 244/190 TCDL 10.0 Lumber DOL 100 BC 0.97 Vert(TL) 061 16 >321 240 MT20HS 187/143 BCLL 00 ' Rep Stress Incr NO WB 0.99 Horz(TL) 008 11 n/a n/a BCDL 50 Code FBC20141TPI2007 Matnx-M) Weight. 2B2 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 D TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x6 SP DSS end verticals WEBS 2x4 SP No 3 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-20, 2-18,4-18,9-11,9-13,7-13 2x4 SP No.2 2-2-0 oc bracing 17-18,16-17 REACTIONS. (lb/ size) 20=7375/0-8-0, 11=3092/Mechanical Max Upld` 120=1 091 (LC 4), 11=447(1_C 5) FORCES. (lb) - Max Comp /Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-059/104, 1-21=-638/95, 2-21=638/95, 2-3=-20944/3070, 3-4=-20944/3070, 4-22=- 24334/3529, 522=-24334/3529, 5-23=24334/3529, 23-24=24334/3529, 6-24=- 24334/3529, 6-7=19873/2873, 7-8=9763/1411, 8-9=-9763/1411, 9-25=260/38, 10-25=- 260/38 BOT CHORD 19-20=1726/11713, 18-19=1726/11713, 17-18=4204/28831, 16-17=-42D4/28831, 15-16= 2873/19873, 14-15=2181/15082, 13-14=2181/15082, 12-13=-749/5180, 11-12=- 749/5180 WEBS 4- 17=-417/69, 4-16=4987/749, 6-16=738/4947, 6-15=-2247/339, 7-15=-781/5312, 7-14=- 51/412, 3-18=1010/165, 2-20=12689/1869, 2-18=1540/10577, 4-18=9031/1300, 9-11= 5637/815, 9-13=-758/5251, 7-13=-6090/883 NOTES- 1) 3- ply truss to be connected together with 10d (0 131"0") nails as follows Top chords connected as follows 2x4 - 1 row at 0-4-0 oc Bottom chords connected as follows 2x6 - 2 rows staggered at 0-9-0 oc Webs connected as follows 2x4 - 1 row at 0-9-0 oc 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) face in the LOAD CASE(S) section Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated 3) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3 Opsf, h=15ft, B=45ft, L=24ft, eave=4ft, Cat II, 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. 5) All plates are MT20 plates unless otherwise indicated 6) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 7) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 8) Refer to girder(s) for truss to truss connections 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1091 lb uplift at joint 20 and 447 lb uplift at Printed copies of this document are joint 11. not considered signed and sealed and 10) Girder tames tie-in span(s) 16-8-0 from 0-0-0 to 5-8-0 the signature must be verified on 11) "Semi - rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss any electronic copies 12) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 6305 lb down and 911 lb up at Conti r3c$ j %Wj dihprd The design/selection of such connection device(s) is the responsibility of others Q WARNING - Vwrly dmgn paramafa and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rw. 1OW312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web andlor chord members orgy 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 IN fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSUTPII Ouality Criteria, DSB-89 and BC51 Building Component 69N 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 Qty Ply Park Sq Hms/Barcelona-C 2413 T11272070 P2413C-SM FT3 SPECIAL 1 f Mid-Flonda Lumber, Barlow, FL- LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=l 00, Plate Increase=l 00 Undorm Loads (plf) Vert: 1-22=-604, 10-22=-67, 11-20=-7 Concentrated Loads (lb) Vert 4=-6305 7,640 s Apr 19 2016 MTek Industries. Inc Fn Jun 02 14 48 04 2017 Page 2 ID HIEL2vgrkv4uEJUYC2jFzkFng-MoaiOxFFldKzgyey5Y66A76TcSY56ZGfxdlOGszAlgP D , WARNING- Varity only with MfTekO co and READ NOTES is based AND INCLUDED Mters REFERENCE PAGE Mll-dual rw. building component, BEFORE USE Design valid for use Doty with Miele® connectors This design is basetl only upon parameters shown, and is loran individual building wmponent, not a truss system Before use, the budding designer must verdy 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 Atlditional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alemndna, VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq Hms/Barcelona-C 2413 T71272071 P2413C-SM FT4 SPECIAL 1 f 1 Mid-FIaMa Lumber, Bartow, FL 5x5 = 9 7 640 s Apr 19 2016 M7ek Industries, Inc Fn Jun 02 14 4E 04 2017 Page 1 ID ItiEj_2vgrkv4uEJUYC21FzkFng-MoaiOxFFldKzgyey5Y86A76X2SgUBdnfxdlOGszAlgP 2-9-5 5-4-14 1 8-2-4 2-9-5 2-7-9 2-M Scale = 1 15 8 4x4 = 2 4x4 = 3 10 1 5x4 11 2x4 I I 5 4x4 = THIS TRUSS IS NOT SYMMETRIC PROPER ORIENTATION IS ESSENTIAL. LOADING (psf) TCLL 400 TCDL 10.0 BCLL 0.0 ' BCDL 5.0 SPACING- 2-0-0 Plate Grip DOL 100 Lumber DOL 100 Rep Stress Ina NO Code FBC2014lrP12007 CSI. TC 067 BC 050 WB 071 Matrix-M) DEFL. in floc) Udefl Ud Vert(LL) -0 D4 6-7 >999 360 Vert(TL) -0.07 6-7 >999 240 Horz(TL) 0.01 5 n/a n/a PLATES GRIP MT20 2441190 Weight. 91 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 SP No 2 end verticals WEBS 2x4 SP No 3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=1521/Mechanical, 5=1832/0-8-0 Max Uplift 8=-212(LC 4), 5=-254(LC 5) Max Grav 8=1523(LC 2), 5=1832(LC 1) FORCES. (lb) - Max Comp./Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 1-8=1390/205, 1-9=2786/381, 2-9=2786/381, 2-3=2945/409, 4-5=-590/95 BOT CHORD 7-113=381/2786, 6-13=-381/2786, 6-14=-409/2945, 5-14=-409/2945 WEBS 2-7=965/166, 3-6=151/296, 1-7=-406/2965, 3-5=-3133/435 NOTES- 1) 2-ply truss to be connected together with 10d (0 131"x3") nails as follows. Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows 2x6 - 2 rows staggered at 0-9-0 oc Webs connected as follows 2x4 - 1 row at 0-9-0 oc 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated 3) Wind ASCE 7-10, VuK=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=15ft; B=45ft, L=24ft, eave=4ft, Cat. II; Exp B, Encl , GCpi=O 18, MWFRS (directional), Lumber DOL=1.60 plate gnp DOL=1 60 4) Provide adequate drainage to prevent water ponding 5) NA MWFRS Wind (Pos. Internal) Left; #5 Dead + 0 6 MWFRS Wind (Pos. Internal) Right; #6 Dead + 0 6 MWFRS Wind (Neg Internal) Left, 7 Dead + 0 6 MWFRS Wind (Neg Internal) Right; #8 Dead + 0 6 MWFRS Wind (Pos Internal) 1st Parallel, #9 Dead + 0 6 MWFRS Wind (Pos Internal) 2nd Parallel, #10 Dead + 0 6 MWFRS Wind (Neg Internal) 1 st Parallel, #11 Dead + 0 6 MWFRS Wind (Neg Internal) 2nd Parallel, #16 Dead + 0 75 Roof Live (bal ) + 0.75(0 6 MWFRS Wind (Neg Int) Left), #17 Dead + 0 75 Roof Live (bal ) + 0 75(0 6 MWFRS Wind (Neg. Int) Right), #18 Dead + 0.75 Roof Live (bal ) + 0 75(0 6 MWFRS Wind (Neg Int) 1st Parallel), #19 Dead + 0 75 Roof Live (ball + 0 75(0 6 MWFRS Wind (Neg. Int) 2nd Parallel) 6) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 7) ' This truss has been designed for a live load of 20.Opsf on the bottom Chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 212 lb uplift at joint 8 and 254 lb uplift at joint 5 10) Girder tames tie-in span(s) 6-8-0 from 0-0-0 to 8-7-4 Printed copies of this document are 11) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. not considered Signed and sealed and 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 398 lb down and 58 lb up at 7-0-0 the Signature must be Verified On on top chord, and 243 lb down at 1-4-8, 243 lb down at 3-4-8, and 243 lb down at 5-4-8, and 245 lb down at 7-4-8 on bottom chord any electronic copies The design/selection of such connection device(s) is the responsibility of others Continued on oaae 2 Q WARNING - Verify design paramafars and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rov. 1010312015 BEFORE USE. Design valid for use only with MiTelc® connectors This design is based only upon parameters shown, and is for an Individual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast SW Safety Irdormabon available from Tens Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq Hms/Barcelona-C 2413 T11272071 P2413C-SM FT4 SPECIAL 1 2 Mid-FbrWa Lumber, Bartow, FL LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=l 00, Plate Increase=l 00 Uniform Loads (ptf) Vert 1-4=335, 5-8=10 Concentrated Loads (lb) Vert 6=-56(F) 10=-398 12=-56(F) 13=-56(F) 14=58(F) 7 640 5 Apr 19 2015 MiiTek Industries, Inc Fir Jun 02 14 40 04 2017 Page 2 ID RIEL2vgrkv4uEJUYC21FzkFng-MoaIOxFFIdKzgyey5Y86A76X2SgUBdnfxd10GszAlgP Q WARNING - Verify design parameters and READ NOTES ON TWS AND INCLUDED MITEK REFERENCE PAGE MII-7473 — 10/03/2015 BEFORE USE. Design valid for use only with MiTeM connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the bustling designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design Bracing indicated is to prevent buckling of individual truss web and/or chord members onty Additional temporary and permanent bracing is &)Ways required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alemnitna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hms/Barcelona-C 2413 T11272072 P2413C-SM FT5 ROOF TRUSS 1 3 Mid -Florida Lumber, Bartow, FL 7 640 s Apr 19 2016 MITek Industries, Inc Fri Jun 02 14 48 05 2017 Page 1 ID ItiEL2vgrkv4uEJUYC2jFzkFng-q_84cHGtWxSpS5DBfFfLiLfgPswgw4Go9HnaolzAlgO 2-4-9 4-7-7 7-0-0 i 2-4-9 2-2-13 2-4-9 i Scale = 1 13 6 5x5 = 4x4 = 4x4 = 1 2 3 8 2x4 11 1 5x4 11 4x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 100 TC 018 Vert(LL) -003 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 100 BC 0.88 Vert(TL) -005 6-7 >999 240 BCLL 00 ' Rep Stress Incr NO WB 069 Horz(TL) 001 5 n/a n/a BCDL 50 Code FBC20141TPI2007 Matnx-M) Weight 118 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 SP No 2 end verticals WEBS 2x4 SP No 3 BOT CHORD Rigid ceiling directly applied or 1D-0-0 oc bracing. REACTIONS. (lb/ size) 8=1290/0-3-8, 5=2968/0-4-8 Max UplrftB=- 165(LC 4), 5=-635(LC 4) Max Grav 8=2225(LC 2), 5=3412(LC 2) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=1733/156, 1-2=3792/317, 2-3=4716/636 BOT CHORD 7-11=-317/3792, 11-12=-317/3792, 6-12=317/3792, 6-13=636/4716, 5-13=-636/4716 WEBS 1- 7=345/4126, 2-7=777/202, 2-6=349/1281, 3-6=-246/1920, 3-5=-5131/692 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 0-9-0 oc Bottom chords connected as follows, 2x6 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) face in the LOAD CASE(S) section Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated 3) Wind ASCE 7-10, VuK=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf, BCDL=3.Opsf, h=15ft, B=45ft, L=24ft, eave=oft, Cat II, Exp B; Encl , GCpi=0.18, MWFRS (directional); Lumber DOL=1.60 plate gnp DOL=1 60 4) Provide adequate drainage to prevent water ponding 5) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 6) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom Chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 165 lb uplift at joint 8 and 635 lb uplift at joint 5 8) "Semi - rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 9) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 357 lb down at 1-9-4, 357 lb down at 3- 9-4, and 357 lb down at 5-9-4. and 2599 lb down and 698 lb up at 5-9-4 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 ( plf) Vert 1- 4=100, 5-8=-10 Concentrated Loads ( lb) Vert 6=- 217 9=-217 10=90(F) 11=217 12=-90(F) 13=2689(1`=90, B=-2599) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Vrdy design paramaters and READ NOTES ON THS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rw. 1M73/2015 BEFORE USE. Design valid for use only with MiTek* 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 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 tracing is always required for stability and to prevent collapse with possiblle personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB49 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/Barcelona-C 2413 T11272013 P2413C-SM 131 MONO HIP 1 1 mia naiaa wmoer, Dorn , r r wu s npr is cuio mi i ex maumnes, me — dun uz 1• w uo Ni i rage i ID ttiEL2vgrkv4uEJUYC2jFzkFng-cL84cHGtWxSpS5D8fFfLILfi3sODwEAo9HnaolzAlgO 1-0-0 6-0-0 2-0-0 4x4 = 11 3 t2 46x6 8 4x4 = 1 5.4 I 1 Sx4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl L/d TCLL 200 Plate Grip DOL 1 25 TC 065 Vert(LL) 010 7-8 943 240 TCDL 10 0 Lumber DOL 1 25 BC 047 Vert(TL) 027 7-8 350 180 BCLL 00 ' Rep Stress Incr YES WB 006 Horz(TL) 002 10 n/a n/a BCDL 100 Code FBC2014/TPI2007 Matnx-M) LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No 3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. ( Ib/size) 8=385/0-8-0, 10=283/0-1-8 Max Horz 8=188(LC 12) Max Uplrft8=-85(LC 12), 10=-132(LC 12) Max Grav 8=385(LC 1), 10=315(LC 17) FORCES. ( lb) - Max Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=313/206 BOT CHORD 7-8=258/152 Scale = 1 29 6 PLATES GRIP MT20 244/190 Weight 55 lb FT = 20% 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 roof live loads have been considered for this design 2) Wind. ASCE 7-10, Vuk=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=15ft; B=45ft, L=24ft, eave=4ft, Cat 11, Exp B, Part Encl , GCpi=O 55, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 6-0-0, Exterior(2) 6-0-0 to 7- 6-12 zone; end vertical left exposed,C-C for members and forces 6 MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL= 1 60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 6) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula- Building designer should verify capacity of bearing surface 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 85 lb uplift at joint 8 and 132 lb uplift at joint 10 9) " Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies r 0 WARNING - Vanty design paramafars and READ NOTES ON TF/S AND INCLUDED M1TEK REFERENCE PAGE M11-7177 rrrv. 1010312015 BEFORE USE. - Design valid for use only with MITek® 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 verity 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 is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Cntena, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hms/Barce4ona-C 2413 T11272074 P2413C.SM G2 MONO HIP i 1 ofit Mid-Flonda Lumber, Bartow, FL 7 640 s Apr 19 2016 Mrek Industries, Inc Fn Jun 02 14 48 06 2017 Page 1 ID RiEL2vgrkv4uEJUYC2jFzkFng4BISpcHVHEag4FoKDzAaFYBtPGMVVMbxOxW7KIzAlgN 1 too I 4-8-0 i B-0-0 1 4-8-0 3-4-0 4x4 = Scale = 1 25 6 6x8 MT20HS I 12 8 15.4 II 4x4 = 1 5x4 II LOADING (psf) TCLL 200 TCDL 10.0 BCLL 00 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1 25 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 067 BC 040 WB 0 05 Matnx-M) LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No 3 OTHERS 2x4 SP No 3 REACTIONS. (lb/size) 8=385/0-8-0, 10=283/0-1-8 Max Horz 8=112(LC 12) Max Uplift8=103(LC 12). 10=114(LC 12) Max Grav 8=385(LC 1). 10=300(LC 17) FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=306/213 3x4 = 10 Imd DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) 0.15 7-8 >613 240 MT20 244/190 Vert(TL) -0.26 7-8 >361 180 MT20HS 187/143 Horz(TL) 003 10 n/a n/a Weight 50 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals BOT CHORD 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, Vul1=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf. BCDL=3 Opsf, h=15ft, B=45ft, L=24ft, eave=4ft, Cat Il, Exp B, Part Encl , GCpi=O 55, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-8-0, Extenor(2) 4-8-0 to 7-6-12 zone,C-C for members and forces 6 MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water ponding 4) All plates are MT20 plates unless otherwise indicated 5) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 7) Bearing at joint(s) 10 considers parallel to grain value using ANSlrTPI 1 angle to grain formula Building designer should verify capacity of bearing surface 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 103 lb uplift at joint 8 and 114 lb uplift at joint 10. 10) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q wARNING - Verdy design par le and READ NOTES ON TEES AND INCLUDED IIETEK REFERENCE PAGE 11,1I1.7473 rev. 10A73/2015 BEFORE USE. Design valid for use only with MiTek49 connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria. DSB-89 and BCSI Building Component 6904 Parke Fast Blvd Safety Informabon available from Thus Plate Institute, 218 N Lee Street, Suite 312. Alexandria. VA 22314 Tampa, FL 36610 4 Job Truss Truss Type Oty Ply Park Sq Hms/Barcelons-C 2413 T71272075 P2413C-SM G3 COMMON 1 1 s' m cur. inn exmausnes me ni dun ul "--mii rage i ID niEL2vqrkv SpVHEag4FoK4UEJUYC2jFzkFng-1BIcHDzAaFYBwwGOefhlxOxW7KVAlgN 3-8-0 - 4-4-0 1 1-0-0 4x4 = 6 DO 12 2 4x6 10 9 Scale = 1 25 7 3x4 1x4 II 53x4 3-8-0 8 0 3-&0 4-4-0 LOADING (psf) SPACING- 2-0-0 cSl. DEFL. in loc) Udefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 045 Vert(LL) -0 02 6 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 0.26 Vert(TL) -007 5-6 >999 180 BCLL 00 ' Rep Stress Ina YES WB 0.04 Horz(TL) 000 5 n/a n/a BCDL 100 Code FBC2014/rP12007 Matrix-M) Weight 38 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except BOT CHORD 2x4 SP No.2 end verticals WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing OTHERS 2x4 SP No 3 REACTIONS. ( lb/size) 5=385/0-6-0, 10=283/0-1-8 Max Horz 10=96(LC 11) Max Uplrft5=-128(LC 12), 10=90(LC 12) FORCES. ( lb) - Max Comp /Max. Ten - All forces 250 (lb) or less except when shown TOP CHORD 3-5=308/290 NOTES. 1) Unbalanced roof live loads have been considered for this design 2) Wind. ASCE 7-10, Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf, BCDL=3.Opsf, h=15ft, B=45ft; L=24ft; eave=4ft, Cat 11; Exp B, Part Eric[, GCpi=O 55, MWFRS (directional) and C-C Extenor(2) 0-5-4 to 6-8-0, Interior(1) 6-8-0 to 9-0-0 zone, end vertical right exposed, C-C for members and forces 8 MWFRS for reactions shown, Lumber DOL=1 60 plate gnp DOL=1.60 3) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 5) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula Building designer should verify capacity of bearing surface 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 5 and 90 lb uplift at joint 10 8) " Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verily dmyn parameters and READ NOTES ON THIS AND INCLUDED ACTEK REFERENCE PAGE MI1.7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MiTeksb connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the bustling 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/w chord members only Additional temporary and Permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hms/Barcelona-C 2413 T71272076 P2413C-SM G4 HIP 1 1 e Mid -Florida Lumber, Bartow, FL 7 640 s Apr 19 2016 MiTek Induslnes, Inc Fn Jun 02 14 48 07 2017 Page 1 ID IhEL2vgrkv4uEJUYC2tFzkFng-mNGg1yH72YiXhPNXnghpomk4hg/DO845dbGgtBzAlgM 2+0 5-0-0 8-0-0 9-1-2 I 2+0 2-8-0 3-0-0 1-0-0 4x4 = 4x4 - 600 12 2 13 3 3x4 = 1x4 II 1x4 II 6 3x4 II 2+0 I 5-0-0 i 8-0-0 I Scale = 1 21 7 LOADING (psf) TCLL 200 TCDL 100 BCLL 0.0 ' BCDL 100 SPACING- 2-0-0 Plate Grip DOL 1 25 Lumber DOL 1 25 Rep Stress Incr NO Code FBC2014/TPI2007 CSI. TC 0.58 BC 0.37 M 003 Matrix-M) DEFL. in Vert(LL) 007 Vert(TL) -0.09 Horz(TL) 0.00 loc) Udefl Ud 7-8 >999 240 7-8 >999 180 6 n/a n/a PLATES GRIP MT20 244/190 Weight 41 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except BOT CHORD 2x4 SP No 2 end verticals. WEBS 2x4 SP No 3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing OTHERS 2x4 SP No 3 REACTIONS. (Ib/size) 6=422/0-8-0, 12=327/0-1-8 Max Horz 12=92(LC 8) Max Uplif16=207(LC 8), 12=182(LC 8) Max Grav6=423(LC 18), 12=327(LC 1) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 1-2=262/187, 3-4=-281/174, 4-6=-326/185 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) WindASCE 7-10; VuK=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft, B=45ft, L=24ft; eave=4ft, Cat II; Exp B, Part. Encl , GCpi=O 55, MWFRS (directional), end vertical right exposed, Lumber DOL=1 60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 207 lb uplift at joint 6 and 182 lb uplift at joint 12 9) " Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 65 lb down and 169 lb up at 2-4-0, and 9 lb down and 76 lb up at 3-8-0, and 65 lb down and 169 lb up at 5-0-0 on top chord, and 26 lb down and 27 lb up at 2-4-0, and 12 lb down and 13 lb up at 3-8-0, and 26 lb down and 27 lb up at 4-11-4 on bottom chord. The design/selection of such connection device( s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1 25, Plate Increase=1 25 Uniform Loads (plf) Vert 1-2=60, 2-3=-60, 3-4=60, 4-5=-60, 6-10=20 Concentrated Loads (lb) Vert 2=18(F) 3=18(F) 8=14(F) 7=14(F) 13=-9(F) 14=-8(F) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies D WARNING - Vanfy design pammefrs and READ NOTES ON INS AND INCLUDED MITEK REFERENCE PAGE U11.7473 — 10,V312016 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overact building devgn Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alemndna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq HmslBarcelona-C 2413 T71272077 P2413C.SM H1 MONO HIP 1 1 f In MIG—Onaa L—Der, nan—, I r -u s .pr ro cu io —i - muu--, inc— uun uc i+ ut cu i r rage ID ItiE)_2vgrkv4uEJUYC21FzkFng-mNGglyH72YIXhPNXnghpomkBrgniO7G5dbGgtBzAlgM i -1:0 2-10-0 5-8-0 1-40 2-10-0 2-10-0 Scale = 1 14 5 4x4 = 3x4 = 3 4 2x4 — 5 1 5x4 I I i 221 -0-o 2-100 2-10-0 ' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 000 6 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 008 Vert(TL) 0 01 6-9 999 180 BCLL 00 ' Rep Stress Incr YES WB 0 08 Horz(TL) 000 5 n/a n/a BCDL 100 Code FBC2014/TP12007 Matnx-M) Weight 27 lb FT = 20% 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=208/Mechanical, 2=293/0-3-8 Max Horz 2=73(LC 12) Max Uplift5=-68(LC 9), 2=93(LC 12) FORCES. ( lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 5-8-0 oc purlins, 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, VuR=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3.Opsf, h=25ft, B=45ft, L=24ft, eave=oft; Cat 11, Exp B, Encl., GCpi=O.18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 2-10-0, Exterior(2) 2-10-0 to 5-6-4 zone, C-C for members and forces 3 MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 6) Refer to girder(s) for truss to truss connections 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 68 lb uplift at joint 5 and 93 lb uplift at joint 2 8) " Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - VarNy dasrgn psramat— and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 ray. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building tlesign Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary antl permanent bracing is aN+ays required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabnralion, storage, delivery, erection and bracing of trusses and truss systems, see ANSlrrPlt Quality Crttena, DSB49 and BCSI Building Component 69N 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 Qty Ply Park Sq Hms/Batcelona-C 2413 T71272078 P24130SM H2 COMMON 1 1 t i Mid-Flonda Lumber, Barlow. FL 7 640 s Apr 19 2016 MRek Industries, Inc Fn Jun 02 14 48 08 2017 Page 1 ID ftiEj_2vgrkv4uEJUYC2jFzkFng-EZgDEIlmpsgOJZy)KOC2KzHMC37i7b5ErF'>EPdzAlgL i 2-10-0 I 5-8-0 I 6-8-0 2-10-0 2-10-0 1-0-0 4x4 = 2.4 = 2x4 = Scale = 1 14 7 2-10-0 2-10-0 2-10-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl Lid PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 008 Vert(LL) -0 00 5 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 010 Vert(TL) -0.01 5-8 >999 180 BCLL 00 ' Rep Stress Incr NO WB 004 Horz(TL) 0.00 3 n/a n/a BCDL 100 Code FBC2014/rP12007 Matnx-M) Weight: 22 lb FT = 20 % LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-0 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) 1 =24 1 /Mechanical, 3=306/0-3-8 Max Horz 1=-36(LC 23) Max Upliftl=-73(LC 8), 3=119(LC 8) Max Grav 1=254(LC 17), 3=31B(LC 18) FORCES. (lb) - Max Comp./Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=310/105, 2-3=312/103 BOT CHORD 1-5=61/267, 3-5=-61/267 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=3 Opsf; h=25ft, B=45ft, L=24ft; eave=oft, Cat II; Exp B, Encl , GCpi=0.18; MWFRS (directional), Lumber DOL=1.60 plate gnp DOL=1 60 3) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 73 lb uplift at joint 1 and 119 lb uplift at joint 3 7) "Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 181 lb down and 170 lb up at 2-10-0 on top chord, and 85 lb down at 2-10-0 on bottom chord The design/selection of such connection device(s) is the responsibility of others 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=l 25, Plate Increase=l 25 Uniform Loads (ptf) Vert 1-2=60, 2-4=60, 6-9=20 Concentrated Loads (lb) Vert 5=26(F) 2=8(1`) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Vrrry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MU-7473 rev. 1 WD312015 BEFORE USE Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verily the applicability of design parameters and property incorporate this design into the overall budtling design Bmcing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSVTP11 Quality Cmen i, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hms/Barcelona-C 2413 T71272079 P2413C-SM J2 JACK 1 1 fr in Mid -Florida Lumber, Bartow, FL 7 640 s Apr 19 2016 MiTek Industries, Inc Fri Jun 02 14 48 08 2017 Page 1 ID ItIEt_2vgrkv4uEJUYC2jFzkFng-EZgDEIlmpsgOJZyjKOC2KzHMG38M7bnErF?EPdzA1gL 1-0-0 2-10-0 7-40 2-10-0 Scale = 1 119 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 007 Vert(LL) -0 00 7 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 005 Vert(TL) -0.00 4-7 >999 180 BCLL 00 ' Rep Stress Ina YES WB 000 Horz(TL) 0.00 2 n/a n/a BCDL 100 Code FBC2014rrPI2007 Matrix-M) Weight 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=61/Mechanical, 2=193/0-3-8, 4=28/Mechanical Max Horz 2=75(LC 12) Max Uplrft3=-38(LC 12), 2=64(LC 12) Max Grav 3=71(LC 17), 2=193(LC 1), 4=43(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=15ft, B=45ft, L=24ft, eave=4ft, Cat II; Exp B, Part Encl , GCpi=O 55, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 2-9-4 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 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 38 lb uplift at joint 3 and 64 lb uplrft at Point 2 6) "Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Varily design panmafers and READ NOTES ON Ti AND INCLUDED MITEK REFERENCE PAGE NO-7473 nw 1010312015 BEFORE USE. Design valid for use only wdh MTekm connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the falo—ation, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa. FL 36610 Job Truss Truss Type Oty Ply Park Sq Hms/Barcelona-C 2413 T712720DD P2413C-SM J3 JACK 3 1 Mid-Flonda Lumber, Bartow, FL 7 640 s Apr 19 2016 MiTek Industnes, Inc Fn Jun 02 14 48 09 2017 Page 1 ID KiEL2vgrkv4uEJUYC2lFzkFng-imObSeJOa9zFxlXvuSkHtBpRpTOvs2104vinx4zAlgK 1-0-0 3-C-0 1-0.0 3-0-0 Scale = 1 19 4 5 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 047 Vert(LL) 001 4-5 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 029 Vert(TL) -001 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 000 Horz(TL) -0 05 3 n/a n/a BCDL 100 Code FBC2014/TPI2007 Matnx-M) Weight 13 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except BOT CHORD 2x4 SP No 2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. ( lb/size) 5=195/0-8-0, 3=70/Mechanical, 4=28/Mechanical Max Horz 5=128(LC 12) Max Uplrft5=16(LC 12). 3=-69(LC 12), 4=22(1_C 12) Max Grav 5=195(LC 1), 3=92(LC 17), 4=53(LC 3) FORCES. ( lb) - Max. Comp /Max Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind ASCE 7-10, VuR=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3 Opsf, h=15ft, 8=45ft, L=24ft, eave=4ft, Cat II, Exp B, Part Encl , GCpi=O 55, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-11-4 zone, end vertical left exposed, 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 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 16 lb uplift at joint 5, 69 lb uplift at joint 3 and 22 lb uplift at joint 4. 6) " Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verify dasipn paramatars and READ NOTES ON THS AND INCLUDED MITEK REFERENCE PAGE MlF7I79 rw. 101O7/2015 BEFORE USE. Design valid for use only with MiTekdD conrlectors 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 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 bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSOPH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Intonation available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hms/Barceiona-C 2413 T71272081 P2413C-SM J5 JACK 4 1 r Mid-Flonda Lumber, Bartow, FL 7 640 s Apr 19 2016 MTek Intlustnes, Inc Fri Jun 02 14 48 09 2017 Page 1 ID IliEj_2vgrkv4uEJUYC2jFzkFng-imObSeJOa9zFxlXvu5kHtBpVLTSgs2104vinx4zAlgK 10o Sao 1-40 S60 2x4 = Scale = 1 17 3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 002 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(TL) -004 4-7 >999 180 BCLL 00 ' Rep Stress Incr YES WB 0.00 Horz(TL) 000 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matnx-M) Weight 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( lb/size) 3=1 11 /Mechanical, 2=298/0-3-8, 4=46/Mechanical Max Horz 2=108(LC 12) Max Uplift3=-60(LC 12), 2=82(LC 12) Max Grav 3=111(LC 1), 2=298(LC 1), 4=76(LC 3) FORCES. ( lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind ASCE 7-10, VuIt=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf, BCDL=3.Opsf, h=25ft, 8=4511, L=24ft, eave=oft, Cat 11, Exp B, Encl., GCpi=O 18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-11-4 zone,C-C for members and forces d 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-D-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 60 lb uplift at joint 3 and 82 lb uplift at joint 2 6) " Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Vanty design parameters and READ NOTES ON MIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verity 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 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, we ANSVTPl1 Oualrty Criteria, DSB49 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/Barcelons-C 2413 T71272082 P2413GSM J7 JACK 20 1 Mid-Flonda Lumber, Bartow, FL 1-0-0 7-0-0 3x4 = 7 640 s Apr 19 2016 MTek Industries, Inc Fn Jun 02 14 4E 10 2017 Page 1 ID IhEt_2vgrkv4uEJUYC2jFzkFng-Byxzf_KOLT56Yt66SpFWPOMbttlxbVHXJZULTWzAIgJ Scale = 122 2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 052 Vert(LL) -0 D6 4-7 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 037 Vert(TL) -016 4-7 >510 180 BCLL 00 ' Rep Stress Incr YES WB 000 Horz(TL) 001 2 n/a n/a BCDL 100 Code FBC2014/TPI2007 Matnx-M) Weight 24 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 5-7-6 oc purlins BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. ( lb/size) 3=157/Mechanical, 2=397/0-3-8, 4=61/Mechanical Max Horz 2=141(LC 12) Max Uplrft3=85(LC 12), 2=-99(LC 12) Max Grav 3=157(LC 1), 2=397(LC 1), 4=106(LC 3) FORCES. ( lb) - Max Comp./Max Ten - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3 Opsf, h=25ft, 13=45ft; L=24ft, eave=4ft; Cat II; Exp B, Encl., GCpi=O 18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-M, Interior(1) 2-0-0 to 6-114 zone,C-C for members and forces d 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 bad of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 85 lb uplift at joint 3 and 99 lb uplift at joint 2 6) " Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysts and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - Verify design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE MII-7477 — IOM312015 BEFORE USE. Design valid for use only with MiTeM 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 verdy 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 chard 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 fabncetion, storage, delivery. erection and bracing of trusses and truss systems, see ANSVTP11 Quality Crtteria, DS849 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Mexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hms/Barcelona-C 2413 T71272083 P2413C-SM JTr SPECIAL 3 1 b Mid -Florida Lumber, Bartow, FL 7 640 5 Apr 19 2016 MTek Industries. Inc Fri Jun 02 14 48 10 2017 Page 1 ID ItiEL2vgrkv4uEJUYC2jFzkFng-Byxzf_KOLT56Yt66SpFWPOMcDtiYbVpXJZULTWzAlgJ 1-0-0 2-1-12 2 7-0-0 1-0.0 2-1-12 0.1- 2 4-8-8 Scale = 122 2 2x6 _ 1x4 11 238 r 238 Plate Offsets (X Y)— 13 0-0-6 Edoel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 200 Plate Grip DOL 125 TC 049 Vert(LL) 010 6 >855 240 MT20 244/190 TCDL 10.0 Lumber DOL 1 25 BC 0.52 Vert(TL) -018 6 >471 180 BCLL 00 ' Rep Stress Ina YES WB 0.03 Horz(TL) 0.08 5 nla n/a BCDL 100 Code FBC2014/TPI2007 Matnx-M) Weight. 25 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 4-10-6 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=156/Mechanical, 2=415/0-3-8, 5=49/Mechanical Max Horz 2=141(LC 12) Max Uplrft4=-81(LC 12), 2=106(LC 12) Max Grav 4=156(LC 1), 2=415(LC 1), 5=99(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, B=45ft, L=24ft, eave=oft, Cat 11. Exp B, Encl , GCpi=O 18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Intenor(1) 2-M to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1 60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 lb uplift at joint 4 and 106 lb uplift at joint 2. 6) " Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Vanfy dtslgn parameers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rav 1CM312015 BEFORE USE. Design valid for use only with MiTeM connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckiing of individual truss web and/or chord members only Additional temporary and permanent bracing I s akvays required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, deiivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria. DSB49 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 Truss Type Oly Ply Park Sq Hms/Barcelona-C 2413 T71272084 P2413C-SM KJ2 JACK 2 1 fr I I Mid-Forlda Lumber, Barlow, FL 7 640 s Apr 19 2016 Mrtek Industries, Inc Fn Jun 02 14 45 10 2017 Page 1 ID ttiEL2vgrkv4uEJUYC2jFzkFng-Byxzf_KOLT56Yt66SpFWPOMhUtptbVHXJZULTWzAlgJ 1-5-0 4-0-1 Stele =1 117 2x4 = LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 016 Vert(LL) -0 01 4-7 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 125 BC 012 Vert(TL) -0 02 4-7 >999 180 BCLL 00 ' Rep Stress Incr ' NO WB 0 00 Horz(TL) 000 2 n/a rUa BCDL 100 Code FBC2014/TPI2007 Matrix-M) Weight 15 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 4-0-1 oc purlins BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/size) 3=86/Mechanical, 2=274/0-5-11, 4=37/Mechanical Max Horz 2=75(LC 21) Max Uplrft3=-47(LC 8), 2=100(LC 8) Max Grav 3=91(LC 25), 2=274(LC 1), 4=60(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=15ft, B=45R, L=24ft; eave=oft, Cat II, Exp B, Part. Encl., GCpi=O 55, MWFRS (directional), 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 beanng plate capable of withstanding 47 lb uplift at joint 3 and 100 lb uplift at joint 2. 6) "Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 59 lb down and 27 lb up at 1-6-12, and 59 lb down and 27 lb up at 1-&12 on top chord, and 7 lb down and 2 lb up at 1-6-12, and 7 lb down and 2 lb up at 1-6-12 on bottom chord The design/selection of such connection device(s) is the responsibility of others 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=l 25, Plate Increase=l 25 Uniform Loads (plf) Vert. 1-3=60, 4-5=-20 Concentrated Loads (lb) Vert 9=4(F=2, B=2) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - verify design parametars and READ NOTES ON Tl*S AND INCLUDED WTEK REFERENCE PAGE MX7473 rev 10Y103/2015 BEFORE USE. mallow Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an indwidual building component, not a truss system Before use, the building designer must verry 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 is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSII7PI1 Quality Cntena, DSB49 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 cill Job Truss Truss Type Qty Ply Park Sq Hms/Barcelona-C 2413 T11272085 P2413C-SM KJ3 JACK 2 1 ReferenceJob Mid-Flonda Lumber, Bartow, FL 7 640 s Apr 19 2016 MITek Industnes, Inc Fri Jun 02 14 48 11 2017 Page 1 ID ItiEL2vgrkv4uEJUYC2jFzkFng-f8VLsKKe6nDzA0hIOWmmycvrsH7aKyXgYDEuOyzAlgl LOADING (psf) SPACING- 2-0-0 TCLL 20 0 Plate Grip DOL 1 25 TCDL 100 Lumber DOL 1 25 BCLL 0.0 ' Rep Stress Incr NO BCDL 100 Code FBC2014/TPI2007 1-5-0 - 4-2-15 5 1 5x4 = CSI. DEFL. in (loc) I/defl Ud TC 024 Vert(LL) 003 4-5 >999 240 BC 021 Vert(TL) -0.03 4-5 >999 180 WB 0 00 Horz(TL) -0 05 3 n/a n/a Matrix-M) 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) 3=83/Mechanical, 4=35/Mechanical, 5=226/0-11-5 Max Horz 5=96(LC 8) Max Upllft3=-62(LC 8), 4=32(LC 8), 5=136(LC 8) Max Grav 3=83(LC 1), 4=72(LC 3), 5=226(LC 1) FORCES. (lb) - Max Comp /Max. Ten - All forces 250 (lb) or less except when shown Scale = 1 19 1 PLATES GRIP MT20 244/190 Weight 17 lb FT = 20% Structural wood sheathing directly applied or 4-2-15 oc purlins, except end verticals 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=15ft, B=45ft, L=24ft, eave=4ft, Cat II; Exp B; Encl., GCpi=O 18, MWFRS (directional), end vertical left exposed, Lumber DOL=1 60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula Building designer should verity capacity of bearing surface 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 3, 32 lb uplift at joint 4 and 136 lb uplift at joint 5 7) "Semi -rigid pnchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 44 lb down and 101 lb up at 1-6-12, and 44 lb down and 101 lb up at 1-6-12 on top chord, and 26 lb down and 45 lb up at 1-6-12, and 26 lb down and 45 lb up at 1-6-12 on bottom chord The design/selection of such connection device(s) is the responsibility of others 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=l 25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=60, 2-3=60, 4-5=-20 Concentrated Loads (lb) Vert6=66(F=33, B=33) 7=7(F=3, B=3) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Varrly design paramarars and READ NOTES ON TFIS AND INCLUDED afITEK REFERENCE PAGE alit-7177 rev. 1 OiW/2015 BEFORE USE Design valid for use only with MiTekm connectors This design is baud only upon parameters shown, 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 budding design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Crlterla, DSB-89 and SCSI Building Component 6904 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 Qty Ply Park Sq Hms/Barcelona-C 2413 T71272086 P2413C-SM KJ5 JACK 2 1 t n MKI-Flonda Lumber, Barlow, FL 7 640 s Apr 19 2016 MiTek Industries, Inc Fn Jun 02 14 48 12 2017 Page 1 ID IOEL2vgrkv4uEJUYC2jFzkFng-7L3j4gLGl4LgoAFUZEH?VpRwGhQs3PngmtzRYPzAlgH 1-5-0 3-9-67-0-14 i 1-5-0 3-9-6 33-8 Scale = 1 16 9 2x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 059 Vert(LL) -0.06 4-7 >999 240 MT20 2441190 TCDL 100 Lumber DOL 1 25 BC 040 Vert(TL) -0.17 4-7 >506 180 BCLL 00 ' Rep Stress Incr NO WB 000 Horz(TL) 0.01 2 n/a n/a BCDL 100 Code FBC2014rrPI2007 Matnx-M) Weight 24 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-5 oc purlins BOT CHORD 2x4 SP No-2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/size) 3=156/Mechanical, 2=429/0-5-11, 4=67/Mechanical Max Horz 2=108(LC 8) Max Uplift3=73(LC 8), 2=130(LC 8) Max Grav 3=156(LC 1), 2=429(LC 1), 4=106(LC 3) FORCES. (lb) - Max. Comp /Max Ten - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10, VuR=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft; B=45ft; L=24ft, eave=4ft, Cat II, Exp B; Encl , GCpi=O 18, MWFRS (directional), Lumber D0L=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 73 lb uplift at joint 3 and 130 lb upiift at joint 2. 6) "Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 51 lb down and 11 lb up at 1-6-12, 51 lb down and 11 lb up at 1-6-12, and 70 Ib down and 44 lb up at 4-4-12, and 70 lb down and 44 lb up at 4-4-12 on top chord, and 7 lb down and 2 lb up at 1-6-12, 7 lb down and 2 lb up at 1-6-12, and 17 lb down at 4-4-12, and 17 lb down at 4-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1.25, Plate Increase=l 25 Uniform Loads (plf) Vert. 1-3=60, 4-5=20 Concentrated Loads (lb) Vert: 10=4(F=2, B=2) 11=-1O(F=-5, B=-5) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Vrdy dcvgn parameters and READ NOTES ON TIBS AND INCLUDEDWTEK REFERENCE PAGE Ml1-74731— f 011=015 BEFORE USE. Design valid for use only with MiTeM connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the 111 I. brication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality CrItena, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 7 Job Truss Truss Type Qty Ply Park Sq Hms/Barcelona-C 2413 T71272087 P2413C-SM KJ7 JACK 5 1 Job Reference Mid -Florida Lumber, Bartow, FL 7 640 s Apr 19 2016 MTek Industries, Inc Fri Jun 02 14 48 13 2017 Page 1 ID ItiEL2vgrkv4uEJUYC2jFzkFng-bXd6HOMueOThPKgg7xoE11_7941aonhz?Xj?4rzAIgG 1.5-0 5-2-5 9-10-13I 5-2-5 4-8-8 Scale = 122 3 2x4 = 1x4 li 5 3x4 = 5-2-5 5-2-5 9-10-13 4-8-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl L/d PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 038 Vert(LL) -0 03 6-7 -999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 044 Vert(TL) -009 6-7 >999 180 BCLL 00 ' Rep Stress Incr NO WB 034 Horz(TL) 001 5 n/a n/a BCDL 100 Code FBC2014/TPI2007 Matnx-M) 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 purllns BOT CHORD 2x4 SP No 2 BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing WEBS 2x4 SP No 3 REACTIONS. ( lb/size) 4=130/Mechanical, 2=522/0-5-11, 5=314/Mechanical Max Horz 2=142(LC 21) Max Uplift4=70(LC 8), 2=149(LC 8), 5=69(LC 8) FORCES. ( lb) - Max Comp /Max. Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-11=-743/124, 11-12=-707/132, 3-12=-664/134 BOT CHORD 2-14=-206/666, 14-15=-206/666, 7-15=-206/666, 7-16=206/666, 6.16=-206/666 WEBS 3-7=0/258, 3-6=723/224 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 B, Encl., GCpi=O 18; MWFRS (directional), 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 70 lb uplift at joint 4, 149 lb uplift at joint 2 and 69 lb uplift at joint 5. 6) " Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 51 Ib down and 11 lb up at 1-6-12, 51 lb down and 11 lb up at 1-6-12, 70 Ib down and 44 lb up at 4-4-12, 70 lb down and 44 lb up at 4-4-12, and 93 lb down and 77 lb up at 7-2-11, and 93 lb down and 77 lb up at 7-2-11 on top chord, and 7 lb down and 2 lb up at 1-6-12, 7 lb down and 2 lb up at 1-6-12, 17 lb down at 4-4-12, 17 lb down at 4-4-12, and 33 lb down at 7-2-11, and 33 lb down at 7-2-11 on bottom chord The design/ selection of such connection device(s) is the responsibility of others 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=l 25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-4=60, 5-8=-20 Concentrated Loads (lb) Vert 13=53(F=27, B=27) 14=4(F=2, B=2) 15=-10(F=-5, B=5) 16=35(F=-17, B=17) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Vanity design parameters and READ NOTES ON INS AND INCLUDED MlTEK REFERENCE PAGE Mil-7473 re, 10/03/2015 BEFORE USE.eeieed Design valid for use only with MiTelig connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building tlesign Bracmg indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq Hms/Barcelona-C 2413 T11272088 P2413C-SM KJ7T SPECIAL 2 1 n tonal Mid-Flonda Lumber, Bartow, FL 7 640 s Apr 19 2016 Mirek Industries. Inc Fn Jun 02 14 48 14 2017 Page 1 ID ItiEL2vgrkv4uEJUYC2jFzkFng-3jBUVLNWPibY1 UPtheJTaEXCTU3TXGi7EBSYcHzAlgF r - 1-5-0 3-2-2 I 6-4-11 I 9-10-13 1-5-0 3-2-2 3-2-9 3-6-1 1 5x4 2x6 = Scale = 1 22 4 332--2-2 6-11 9-0-13 2 3-2-9 1".1 Plate Offsets (X,Y)— I2 0-&7,0-0-91,f3 0-2-7.0-0-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 080 Vert(LL) -009 3 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1 25 BC 0.52 Vert(TL) -023 3 >504 180 BCLL 00 ' Rep Stress Incr NO WE 023 Horz(TL) 010 6 n/a n/a BCDL 10. 0 Code FBC2014/TPI2007 Matnx-M) Weight 46 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 1 TOP CHORD Structural wood sheathing directly applied or 4-8-7 oc purlins. BOT CHORD 2x4 SP No 2 'Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except 3-9 2x4 SP No 3, 3-6- 2x6 SP No 2 6-0-0 oc bracing. 2-9 WEBS 2x4 SP No 3 REACTIONS. (lb/ size) 5=91/Mechanical, 2=557/D-5-11, 6=289/Mechanical Max Horz 2=142(LC 8) Max Upllft5=- 46(LC 8), 2=164(1-C 8). 6=-79(LC 8) FORCES. (lb) - Max Comp./Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=822/205 BOT CHORD 3-16=-255r765, 8-16=-255/765, 8-17=-256/765, 7-17=256/765 WEBS 4- 8=19/270, 4-7=-817/273 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, Encl , GCpi=O 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 46 lb uplift at joint 5, 164 lb uplift at joint 2 and 79 lb uplift at joint 6. 6) "Semi - rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 51 lb down and 11 lb up at 1-6-12, 51 lb down and 11 lb up at 1-&12, and 100 lb down and 76 lb up at 7-2-11, and 100 lb down and 76 lb up at 7-2-11 on top chord, and 7 lb down and 2 lb up at 1-6-12, 7 lb down and 2 lb up at 1-6-12, 1 lb down at 4-4-12, 1 lb down at 4-4-12, and 21 Ib down at 7-2-11. and 21 lb down at 7-2-11 on bottom Chord The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE( S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1.25, Plate Increase=1 25 Uniform Loads ( plf) Vert 1- 3=60, 3-5=60, 9-10=20, 3-6=20 Concentrated Loads ( lb) Vert 14= 66(1`=33, B=-33) 15=4(F=2, B=2) 17=-2(F=-1, B=1) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Vwify design Paramafars and READ NOTES ON TWS AND INCLUDED WTEK REFERENCE PAGE MO-7473 —. f0/03/2015 BEFORE USE. Design valid for use only with MiTek(l) connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall budding design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the is fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB49 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 HmslBarcelons-C 2413 T71272089 P2413C-SM M1 JACK 1 1 re Mid -Florida Lumber, Bartow, FL 7 640 s Apr 19 2016 M7ek Industries, Inc Fri Jun 02 14 48 15 2017 Page 1 ID ItiEL2vgrkv4uEJUYC2jFzkFng-Xwlsih09A?jPfe_3FMri6S3T4uKMGmWGSrC69jzAlgE 5-0-0 SO-0 3x4 = 2x4 11 Scale = 1 17 3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 042 Vert(LL) -0.05 3-5 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 086 Vert(TL) -0 12 3-5 >476 180 BCLL 0.0 ' Rep Stress Ina NO WB 000 Horz(TL) 0.00 3 n/a n/a BCDL 100 Code FBC2014/TPI2007 Matnx-M) Weight 23 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except BOT CHORD 2x6 SP No 2 end verticals WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-D-9 oc bracing REACTIONS. (lb/size) 1=513/0-3-8, 3=597/Mechanical Max Horz 1=81(LC 8) Max Uplift 1 =11 1 O(LC 8). 3=177(LC 8) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown NOTES- 1) Wind ASCE 7-10, Vutt=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft; B=45ft; L=24ft, eave=oft, Cat II; Exp B, Encl , GCpi=O 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 Tit 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 110 lb uplift at joint 1 and 177 Ito uplift at joint 3. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 116 lb down and 41 lb up at 1-1-13. and 606 lb down and 181 lb up at 3-0-12 on bottom chord The design/selection of such connection device(s) is the responsibility of others 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=l 25, Plate Increase=l 25 Uniform Loads (plf) Vert 1-2=60, 1-3=20 Concentrated Loads (lb) Vert 5=116(B) 6=--"(B) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Vartfy design parami.1— and READ NOTES ON TWS AND INCLUDED WTEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall ' building design Bracing indicated is to prevent buckling of incinndual truss web and/or chord members only Additional temporary and permanent bracing I always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, OSB-89 and SCSI Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 1 T 11272090 I Lumber, Barlow, FL 7 640 s Apf 19 2016 MiTek Industries, Inc Fn Jun 02 14 46 16 2017 Page 1 ID IUEL2vgrkv4uEJUYC2tFzkFng-?6JEw10nxJrGHoZFo3Mxffd2lnE?DmphVxfhAzAlgD 5-0-0 5-0-0 Scale = 1 17 3 mc5i 3x4 = 2x4 I 5-0-0 5-0-0 Plate Offsets (X.Y)— I1 0-1-8.Edoel LOADING (psf) SPACING- 210 CSI. DEFL. in floc) Vdefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 0.34 Vert(LL) -003 3-5 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 044 Vert(TL) -007 3-5 >784 180 BCLL 0. 0 ' Rep Stress Incr NO WB 000 Horz(TL) 000 3 n/a n/a BCDL 100 Code FBC2014/TP12007 Matnx-M) Weight 23 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except BOT CHORD 2x6 SP No 2 end verticals WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (Ib/ size) 1=463/0-3-8, 3=349/Mechanical Max Horz 1=81(LC 8) Max Uplift1=- 121(LC 8), 3=125(LC 8) 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, B=45ft, L=24ft, eave=4tt, Cat II, Exp B, Encl., GCpi=O 18, MWFRS (directional), 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 121 lb uplift at joint 1 and 125 lb uplift at joint 3 6) "Semi - rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 235 lb down and 92 lb up at 0-10- 12, and 188 lb down and 88 lb up at 2-10-12 on bottom chord The design/selection of such connection device(s) is the responsibility of others 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE( S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=l 25. Plate Increase=1.25 Uniform Loads ( plf) Vert 1- 2=60, 1-3=20 Concentrated Loads ( lb) Vert 5= 235(F) 6=188(F) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - verify design paramerrs and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE M11.7473 ray. 10/03/2015 BEFORE USE. Design valid for use only with MTek® connectors This design is based only upon parameters shown, and is for an individual budding component, not a truss system Before use, the budding designer must verify the applicability of design parameters and property incorporate this design into the overall buddingdesign Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available fmm Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandna, VA 22314 Tampa, FL 36610 Symbols Numbering System A General Safety Notes 7r•Z•1tirC•].r_laril•1;31:1.>1ir—YrC•la 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0 -116' For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol Indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular4x4toslots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings Ono (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TP11: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) 1 2 3 TOP CHORDS ci-2 c2a p WEBS c3Y 4 Oz O U .f° 2 it u U O d F— O BOTTOM CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. 1 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet MII-7473 rev. 10/03/2015 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6 Place plates on each face of truss at each joint and embed fully Knots and wane at joint locations are regulated by ANSI/TPI 1 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIlrPI 1. 8 Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11 Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12 Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13 Top chords must be sheathed or pudins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19 Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. t: 7T jk . 5 , Permit # RECORD COPY City of Sanford Building and Fire Prevention Product Approval S iecification Form Bu14 2 17-1715 o NFo Project Location Address ve- / Z -/i As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.or-g. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category/Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Therma-Tru Single door w/Sidelite FL8871.3 Sliding MI Windows and Door Series 420 Aluminum SGD FL15332.4 / FL 15332.5 Sectional Cloplay Building Products 94/T40-W4 FL15279.20 Roll U Automatic Other 2. Windows Single Hung MI Windows and Doors Series GA 195 Aluminum SH FL 15217.7 Horizontal Slider MI Windows and Doors Series GA 198 Alum Slider FL15288.2 / FL15288.1 /FL15288 5 Casement Double Hung Fixed MI Windows and Doors Series GA 195 Plum Picture Fixed FL15278.8 Awning - Pass Through Projected Mullions MI Windows and Doors 1442, 1448, 5348, 5548 Vertical FL 15333.4/FL15333.7 Wind Breaker Dual Action Other June 2014 1 A...-i Category/Subcategory Manufacturer Product Description Florida Approval # including 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 i. Membrane Greenhouse E.P.S Composite Panels Other Huber Engineered Wood Zip System - Wall FL 17147.1 4. Roofing Products Asphalt Shingles IKO Industries, LTD Asphalt Shingles / Cambridge FL7006 1 Underla ments Warrior Roofing 15 and # 30 Roofing Felt FI-2346.1 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature i Applicant's Name Please Print) June 2014 Florida Building Code Online Page 1 of 4 RM 5CIS Home Log In User Registration I Hot Topics Submit Surcharge j Stats 4 Facts Publications FBC Stag j aCIS She Map Unk Search bflda aDpr Piz - Product Approval USER: Public User cab.a Product Approval Menu > Product or Aoollcatan Search > Application List > Application Detail FL # FL8871-R6 Application Type Revision Code Version 2014 Application Status Approved Comments Archived M Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Add ress/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluabon Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. , the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. C Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL8871 R6 COI Certificate ofFL8871R6COICertificateofIndeoendencepddf Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 201, 202, 203 1994 Florida Licensed Professional Engineer or Architect FL8871 R6 Eauiv of STANDARDSodf http://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgty3Ij Wak2nHr... 11/10/2016 i Florida Building Code Online r I Sections from the Code Product Approval Method Method 1 Option D Date Submitted 05/29/2015 Date Validated 06/28/2015 Date Pending FBC Approval 07/05/2015 Date Approved 08/1B/2015 Date Revised 10/13/2016 SummarV of Products FL # i Model, Number or Name Description Page 2 of 4 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 R6 II INST 8871.1.Ddf 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 R6 AE EVAL 8871.1.Ddf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 8871.2 b. "ClassicCraft" or 'ClassicCraft Rustic" Series 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door (X) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R6 Il INST 8871.2.Ddf 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 R6 AE EVAL 8871.2.Ddf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions._ 8871.3 c. "ClassicCraft" or "ClassicCraft 13'6 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 R6 II 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 R6 AE EVAL 8871.3.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FlberClassic and SmoothStar sidelites, this product approval requires the use_ of "]" part numbers for these sidelltes, which have been stained or painted within six months of installation.) Note - ASTM E1300-98 utilized for areas inside the HVHZ) 8871.4 d. "ClassicCraft" or "ClassicCraft 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door with Rustic" Series I Sidelites (OXO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R6 II 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 R6 AE EVAL 8871.4.Ddf 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 "T' part numbers for these sidelites, which have been stained or painted within six months of installation.) Note - ASTM E1300-98 utilized for areas Inside the HVHZ 8871.5 e. "FlberClassic' or "SmoothStar' TO x 8'0 'Impact" Opaque Fiberglass Single Door (X) - Series I Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R6 II 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 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQvADgty3Ij Wak2nHr... 11/10/2016 Florida Building Code Online Page 3 of 4 a specific Model and for any other additional use limitations I FL8871 R6 AE EVAL 8871.5.odf and installation Instructions. Created by Independent Third Party: Yes 8871.6 f. "FiberClassic" or "SmoothStar" Series 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite (OX or XO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R6 II INST 8871.6.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.6 for Design Pressure Ratings by FL8871 R6 AE EVAL 8871.6.odf specific Model and for any other additional use limitations Created by Independent Third Parry: Yes and installation instructions. (For FberClassic and SmoothStar sidelites, this product approval requires the use of "J" part numbers for these sidelites, which have been stained or painted within six months of installation.) Note - ASfM E1300-98 utilized for areas inside the HVHZ 8871.7 g. "FiberClassic' or "SmoothStar" Series TO x 8'0 "Impact" Opaque Fiberglass Single Door with Sidelites (OXO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R6 II INST 8871.7.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.7 for Design Pressure Ratings by FL8871 R6 AE EVAL 8871.7.Ddf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation Instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of "J" part numbers for these sidelites, which have been stained or painted within six months of installation.) Note - ASTM E1300-98 utilized for areas inside the HVHZ 8871.8 h. "FiberClassic', 'SmoothStar", 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door (XX) - ClassicCraft" or 'ClasslcCraft Inswing or Outswing Rustic" Series Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R6 II INST 8871.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.8 for Design Pressure Ratings by FL8871 R6 AE EVAL 8871.8.Ddf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 8871. 9 I. "FlberClassic", "SmoothStar", 60 x 8'0 "Impact' Opaque Fiberglass Double Door with ClassicCraft" or "ClassicCraft Sidelites (OXXO) - Inswing or Outswing Rustic" Series Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R6 II INST 8871.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.9 for Design Pressure Ratings by FL8871 R6 AE EVAL 8871.9.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of " I" part numbers for these sidelites, which have been stained or painted within six months of installation.) Note - ASTM E1300-98 utilized for areas inside the HVHZ Fick Nnit Contact Us :: 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone: 850407-1824 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-mall 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 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 emalis provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be nude available to the public To determine if you are a licensee under Chapter 455, F.S., please dick bigm. Pioduct Approval Accepts: http:// www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgty3Ij Wak2nHr... 11/10/2016 Florida Building Code Online K Credit Card Safe Page 4 of 4 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgty3Ij Wak2nHr... 11/10/2016 THERMAITRU ( a) THERMA TRU DOORS 1 1 8 INDUSTRIAL DR., EDGERTON, H 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 5th Edition (2014) Rodda Building Code (FBC) structural requirements including the "Hlgh Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as bled and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressirg or stucco. 3. When used in the "HVHZ" this product compiles With Section 1626 of the Florida Building Code and does not require an Impact resistant covering. 4. When used In areas outside of the "HVHZ" requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not require an Impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.2 of the FBC. 5. For 2( stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill Item #4 under active doors meet water Infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sit item #5 under the door do not meet the water Infiltration requirements for the "HVHZ" and shall be installed only In non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sit Is less than 45 degrees. TAKE OF CONTEMS SHEET# DESCRIP170N I Typical elevations, design pressures 6 general notes 2 Door panel detals Smooth star 3 Door panel detals t desk 4 Horizontal cross sections 5 Vertical cross sections 6 Buck and frame - 2X tuck masonry construction 7 Frame anchoring -1 X buck masonry construction 8 B7 of Materials 6 Components 37.75' MAX FRAME WIDTH F—I 36.00" MAX. PANEL WIDTH I 0 x P P rta,DOOR P,,E W G OVRf4LL`E"S uRrA '• fV=#MESS 3€`{k R FF# i'.' :• r•sh>R1M l lO,jrr POSIi1V,NE 4'Y. i. r- SMOOTH INSWING 37.7S" x 98.00" 85.0 85.0 OUTSWING 37.75" x 96.50" 85.0 85.0 STAR FIBER INSWING 37.75' x 98.00" 85.0 85.0 CLASSIC OUTSWING 37.75" x 96.5ir 85.0 85.0 See Sheet 8 for design pressure Gmllations. E N.T.S. er: DWS BY. LFS MM n0: FL-8871.5 rr 1 or 8 L DETAIL A -A J 4tJ Srr R stor DO R IANEL 00000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000 000000000 O 00000 000000000000000000000000000000000000000000000000000000000000 DETAIL A -A Panel reinforcement INTERIOR 1 HORIZONTAL CROSS SECTION 2 1 4.02' 1 TrP. 4 1.53" CORNERSMEOFPANEL 1.LLLLLa P 12 i0 RAIL 43 LOCK STILE 0o 44 t/ HINGE STILE 45 EOIrOM RAft 2BA6% OPEN AREA MAX. NOTE: WOOD DOOR COMPONENTS: PINE (SG >= 0.42) u EXTERIOR T vyit `` z cd n i g Eo w V e INTERIOR djr a W S2 Ky K s a Ie 2 VERTICAL CROSS SECTION OAM[, 0512210 2 SCAM, N.T.S. DWG. BY. DWS m/c BY. LFS murwa NO- FL-8871.5 SHM 2— a -a EXTERIOR 67 Av. 0. C San 3>ri ow Bm 2 INTERIOR 6 t" 1 HORIZONTAL CROSS SECTION Cz67 La ac 4.02 hTYP4 L 13 CORNERS OF PANEL d EXTERIOR INTERIOR of0 T L— D ETAJA-A J4 r. M eD00 P4NEI Fiber C'..c zV) 0000000 0000000 U67 00000000 000000000000000 00000000000000000000000000000 Q- I 00000O00 )o z 00000( 000000 )000 00000C00000 0-0-0000s0000000 z L00000000 a 0000000 28.86% OPEN 10 0 00000000 0000000000000AREA MAX. 2 VERTICAL CROSS SECTION DOL. 05/22 8 20 00000000 SQ%LL N.T.S. 10000000 - 3 0000. 0 J0.00. DWO. ffY: Dws 19 Qw BY: IFS DETAIL A -A jDuwiHG NO.: d Panel reinforcement FL-8871.5 00 NOTE: WOOD DOOR COMPONENTS: PINE (SG >= 0.42) ISHM 3 of 5 INTERIOR EXTERIOR la• Mlr EMB. (TYP. 1 _ HORIZONTAL CROSS SECflON 4 0,,gwngshown-h.,*V oho approved 4 Ourswing Shown - Inswing a s approved yq =on in o n n zd s i0 Eo m W n' IL NY m did z° Scu.[: N.T.S. MG BY. DWS 1-1/1'MIN. c n: LFS EME. (NP.) DM G NO- FL-8871.5 SHEET 4 OF 8 i .I 1 0 E .. , • INTERIOR IXTERIfSe,i* t o i i. o a 2 B 331 Eop 9m• a WLp a IL L 4 40 Y maaE A C Z 10 60 z 40 40 d0 10 G'Z° B o B 60 10 9 EXTERIOR INTERIOR EXTERIOR INTERIOR G 1 VERTICAL CROSS SECTION 2 VERTICAL CROSS SECTION 3 OSS SECTIONVERTICALCR 5 configuration lz5Outswlnpshown - inswing also a Shown w/IX svb buck see gene seegeneralnoses, sheet I Ii MI' c o P Provedfor water inflfrofion requirements a 0 aI a Ln 3 J EXTERIOR INTERIOR EXTERIOR INTERIOR 0 N40 40 INTERIOR EXTERIOR 6 o z o6 60 60 Ln 1 00 4 273710 60 FK RnaEEiEIL 2 me 05 22 08 i v. P. • s`• `. N.T.S. 5 4 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION d VER17CAL CROSS SECTION ouc n: LFS Insw4ig configurafion 5 kuwirsp contlguratbn 5 Outswing configuration see penerol notes, sheet 1 see general notes, sheet I see general notes, sheet 1 c FL- 8871.5 °o for•HVHrwater Infiltration for 'HVHT'water Infiltration for WHY water infiltration requirements requirements requirements scr 5 or 8 e 0 jI•- 1 4 T TYP. HEAD 3 G1 MASONRY JAMBS MASONRY TYP. HEAD d OPENING OPENING JAMBS IZ FRAME t,, o u O 2X BUCK-,,.,. 2X BUCKtq 1 Ul BUCK ANCHORING HINGE JAMS FRAME ANCHORING STRIKE JAMB Masonry 2X buck construction CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the corners maybe adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER' must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHQR':; ANCHOR MIN-,: MIN. Cta*ANCE MIN. CIRARANCE TYPE: ;` SLZk . ZMS DMEN1 TO MASONRY-.'_ P '•.. TOADJACENT EbGE.. '.. " ANCHOR' ITVI TAPCON• ELCO ULTRACON WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 518" edge distance, 1"end distance, d 1"o.c. spacing of wood screws to prevent the splitting of wood. HINGE DETAIL I 1r• j y Zoin U M E i• m 0 g a `ahNm E c' o= VVV oI J d U Uz p oLM m W W NN a mm LATCH A DEADBOLT DETAIL is N.T.S. n: DWS n: LFS G ra: FL-8871.5 n 6 or j a d TYP. HEAD It*r Ps S` C cfo d u fi 6 JAMBS N •, MASONRY 0 9 m `o a OPENINGdE 4 d pEq Eo d3ifR U 0 FRAME C' o L17Jc W o I BUCK 0 0 a yyap m LATCH i DEADBOLT DETAIL u mN U N 8 Io_nHINGE JAMB STRIKE JAMB 11 0 0 CONCRETEANCHORNOTES: FRAME ANCHORING 1. Concrete anchor locations at the toners may be adjusted to maintain the min. Masonry I buck construction 12 edge distance to motarjoints. a 2. Concrete anchor locations noted as"MAX ON CENTER'must be adjusted to 12 Q. > h w maintainthemin. edge distance to modarjoints. additional concrete anchors L may be required to ensure the "MAX ON CENTER' dimension are not exceeded. 3. Concrete anchor table: 12 G o o i wL 12 EDGE- ANCHOR DILL OF MATERIALS ITEM DESCRIPTION MATERIAL A IX BUCK SG>=0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C MAX. 1 /4" SHIM SPACE WOOD D I/4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE G 3/16' X 3-1/4" PFH ITW CONCRETE SCREW STEEL J 1/4" X 3-3/4" PFH ITW CONCRETE SCREW STEEL L 10 X 2-1/2" PFH WOOD SCREW STEEL 1 INSWING ADJUSTABLE THRESHOLD LS300AJ ALUM./WOOD 2 INSWING THRESHOLD (IS300HP5) ALUM./COMP. 3 INSWING SELF ADJUST THERMAL BREAK THRESHOLD (LSP30M 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 11 HINGE STEEL 12 If 10 X 3/4" PFH SCREW STEEL 13 9 X 3" PFH WOOD SCREW STEEL 14 LATCH STRIKE PLATE STEEL 15 SECURITY STRIKE PLATE STEEL 16 8 X 2-1/2" PFH SCREW STEEL 17 8 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 0.077' THK. SMOOTH STAR = 6,000 PSI MIN. FIBERGLASS 42 TOP RAIL SMOOTH STAR COMP. 43 LOCK STILE SMOOTH STAR WOOD/LVL 44 HINGE STILE SMOOTH STAR WOOD 45 BOTTOM RAIL SMOOTH STAR COMP. 46 PANEL REINFORCEMENT 0.023"THK. SMOOTH STAR STEEL 47 FOAM CORE POLYURETHANE 60 1 FIBER CLASSIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS 61 1 DOOR SKIN 0.137" THK. FIBER CLASSIC Fy = 6,000 PSI MIN. FIBERGLASS 62 TOP RAIL FIBER CLASSIC COMP. 63 LOCK STILE FIBER CLASSIC WOOD/LVL 64 HINGE STILE FIBER CLASSIC WOOD 65 BOTTOM RAIL FIBER CLASSIC COMP. 66 PANEL REINFORCEMENT 0.023" THK. FIBER CLASSIC STEEL 67 FOAM CORE I POLYURETHANE 4S6' —I O9 D HEAD i IDEJamb QlrwwkV adjustable 5.87' r to KJa?:K;:,.,.,•a. '•'. -tits J ESHOLD InsvAng self -adjust o S THRESHOLDOutsvmgstandard L S.QS' b• rI 2 THRESHOLD Uuv&g adlustoble s a 4.57' L THRESHOLD Outswkv coastal THRESHOLD ku ving MAX. DESIGN PRESSURE _ +/- 50 PSF SCALE: N.T.S. M. rr: DWS CHR. BY: LFS as NO, FL-8871.5 sNErr _L of Florida Building Code Online Page 1 of 3 v BCIS home 1 Log In I User Registration 1 Hot Topics 1 Submit Surcharge ; SUM h Facts Publications FBC Staff 80S Site Map I Links I Search Florida jam; :Product Approval t re 4""t USER: Public User Product Approval Menu > Product or Application Search > Application List > Appllotion Detail m 1 FL # FL15332-113 Application Type Revision Code Version 2014 Application Status Approved Comments Archived 1-71 Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2560 bsltlinger@miwd.com Authorized Signature Brent Sitlinger bsltlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 01 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2016 Validated By Steven M. Urich, PE R. Validation Checklist - Hardcopy Received Certificate of Independence FL15332 R3 COI FLCOI.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option D Year 2008 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWI... 11 /10/2016 Florida Building Code Online Page 2 of 3 r: Date Submitted 10/29/2015 Date Validated 10/30/2015 Date Pending FBC Approval 11/01/2015 Date Approved 12/15/2015 Summary of Products FL # Model, Number or Name Description 15332.1 I SERIES 420 ALUMINUM SGD I RSEIES 420 EINFORCED LUMINUM SGD OXO 145-3/4"x80" NON - Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-00500D.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510807C.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.2 I SERIES 420 ALUMINUM SGD I SERIES 420 REINFORCED LUMINUM SGD OX, XO, XX 96"x8O' NON - Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-00498D.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510805C.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.3 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OXO REINFORCED 145-3/4"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-02248B.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 512968B.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-02249B.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 512969B.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96' Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-02250B.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 512970B.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.6 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX ALUMINUM SGD 96"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-00499D.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510806C.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.7 SERIES 420 REINFORCED SERIES 420 REINFORCED_ ALUMINUM SGD OXO 146'x96" ALUMINUM SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 Il 08-00501D.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWI... 11 /10/2016 Florida Building Code Online Page 3 of 3 Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510808C.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143"xB0" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-00502D.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510809C.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX ALUMINUM SGD 143"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-00503D.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510810C.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes Back Next Contact lJs :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1624 The State of Florida Is an AA(EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement I: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional 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 smalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455, F.S., please click here Product Approval Accepts. M] ® E` M Credh Gard Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvd Wl... 11 /10/2016 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 RE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. e. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12 FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE - MINIMUM COMPRESSIVE 'STRENGTH OF 3.192 PSI C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 1/8" THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX, X0, XX, XP, PX, XIP, PIX TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATION DETAILS REVISIONS DESCRIrTION DATE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L REVISED INSTALLATION DETAILS 08/03/15 R.L. SIGNED: 1012312015 MI WINDOWS LLC LAKE$IDAND PARKWAY FLOWER MOUND, TX 75028 5 R11 oMi GENSF9iP'i 0 6 251SERIES420SGDREINFORCEDWITHOUTADAPTER 96" x SNOTES 1 SD , TAT OF E`•F DR1Or Ss/IIIII% G\ DRAWN: DWG NO. REV 08 B NAL sNSCALENTS —' 10/30/13 —1 OF 10 A t y REVISIONS I A HI 6" MAX 96" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 17 MAX O.C. 6" MAX 17" MAX O.C. 16" T- LAX AME IGHT 6" MAX 6" MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t35.OPSF NONE SEE CHARTS Fi AND A2 FOR OTHER UNITS RATINGS REV I OESCRIPnON I DATE APPROVED A ADDED FLANGE AND FIN INSTALLATION 1 12/10/13 R.L 6 REVISED INSTALLATION DETAILS 1 08/03/15 R.L. CHART01 WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. SEE NOTE 9 SHEET I Design pressure chart (ps0 Frame Single Panel and Total Frame Width (in) Haight 30.0 60.00 36.0 72.00 42.0 1 84.00 48.0 96.00 in) Pas Nag Pas Nag Pas Neg Pas Nag 84.0 40.0 58.4 40.0 50.9 40.0 45.7 40.0 42.0 18.0 40.0 1 55.2 40.0 48.0 40.0 43.0 39.4 39.4 92.0 40.0 52.4 40.0 45.4 40.0 406 37.1 37.1 96.0 40.0 49.6 40.0 431 38.4 38.4 350 350 CHART M2 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET 1 Design pressure chart (pso Frame Single Panel and Total Frame Width (In) Height 30.0 36.0 42.0 46.0 60.00 72.00 4.00 96.00 in) Pos Meg Pas Neg PasNag Pas Neg 84.0 584 58.4 50 9 50.9 42.0 42.0 68.0 55.2 55.2 48.0 48.0 39.4 39.4 92.0 52.4 52.4 45.4 45.4 37.1 37.196.049.8 49.8 43.1 431 35.0 35 0 CHART Y3 Number o/ anchor I oce dons required Frame Single Panel and Total Frame Width (in) Height in) 30.0 36.0 42.0 48.0 60.0 72.0 84.0 96.0 HdS Jamb H&S Jamb HLS Jamb HdS Jamb 4 6 5 6 6 6 6 6 4 6 6 s 6 6 6 6N84. 0 4 6 56 6 6 6 4 8 5 6 6 6 6 6 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" ELEVATION DRAWN. OWO N0, V.L. 08-02249 SCALE NTS DATE 10/30/13 ISHEET2 OF 10 SIGNED: 1012312015 9 M FR HE 96" MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART N4 FOR NUMBER OF LOCATIONS REQUIRED 6 MAX r r 17O MAX C. { 6" MAX 6" MAX 17" MAX O. C. 5' _ f— 4X WE GHT 6" MAX 1 2) ANCHORS PER LOCATION SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT SILL EXTERIOR VIEW SEE CHART N4 FOR NUMBER OF LOCATIONS DESIGN PRESSURE RATING IMPACT RATING REQUIRED t35. OPSF NONE SEE CHARTS I1 AND X2 SHEET 2 FOR OTHER UNITS RATINGS REVISIONS DESCRIPTION DATE I APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. CHARTA4 Number of anchor locations required Single Panel and Total UnN Width (In) Frame Height 30. 0 1 36.0 4201 48.0 in) 60.0 720 84.0 96.0 HdS JambIStJamb H&S Jamb HdS Jamb d1. 0 4 66 6 6 6 Ed. O 4 66 6 6 6 920 4 8 6 6 6 6 96. 0 4 6 6 6 6 6 L MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" FIN ELEVATION DRAWN. DING NO. R V. L. 08-02249 SC -' LE NITS MTE 10/30/13 ISHEET3 OF 10 t SIGNED: 1012312015 r: r 1/2" MIN. EDGE DISTANCE 1 3/8" MIN. WOOD FRAMING OR 2X BUCK EMBEDMENT BY OTHERS 1/4" MAX. SHIM 10 WOOD SPACE SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 11 11 11 11 INTERIOR 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 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. IENT AIN L- UI TANCE REVISIONS DESCRIPTION DATE I PPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. 1 3/8" MIN. 1/4" MAX. EMBEDMENT IF SHIM SPACE INTERIORT 1/2" MIN. EDGE DISTANCE n N10 DARED U SCREW t EXTERIOR WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR2X BUCK INSTALLATION BY OTHERS SIGNED: 1012312015 MI WINDOWS AND DOORS LLC 1I I P FLOWER MOUND, TX 75028 SR` 0 ter • GENS 9J, 1' D 61 *= SERIES420SGDREINFORCEDWITHOUTADAPTERFRAME INSTALLATION DETAILS TAT OF 4 ONA11? DRAWN: DWG N0. OB 0 49 REVFs' ctOR101t B SCALEwrE NTS10/30/13 54 OF 10 METAL STRUCTURE BY OTHERS 3/4" MIN. EDGE DISTANCE 1/4" MAX. A I r SHIM SPACE 10 SMS OR SELF DRILLING SCREW EXTERIOR I I INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 3/4" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1- 3/4' MII EDGE DISTP I_ 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REVISIONS REV DESCRIPTION DATE APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. El REVISED INSTALLATION DETAILS 08/03/15 R L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION, I SIGNED: 1012312015 MI WINDOWS LAK SIDAND PDOORSYLLC S R!ILO FLOWER MOUND, TX 75028 EN& SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0 61= 96" x 9 FRAME INSTALLATION DETAILS o p • TAT OF DRAWN. DWG NO. REV i 0.t-!Z 0R1:• V.L. 08-02249 B 6'/ONAL I/I1111110CAENITSDATE10/30/13 SN T5 OF 10 IA 2 1,2" MIN. EDGE DISTANCE r a n 1 1/4" MIN A EMBEDMENT CONCRETE/ MASONRY 1/4" MAX. BY OTHERS SHIM SPACE OPTIONAL 7- 1X BUCK I TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR II II II II INTERIOR rSILL TO BE SET IN A BED OF I APPROVED SEALANT I a 1 1/4" MIN. 4 EMBEDMENT a I REVISIONS DESCRIPTION DATE I APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. 1 1/4" MIN. EMBEDMENT 1/4" MAX. 2 1/2" a I SHIM SPACE MIN. EDGE DISTANCE 3/16" TAPCON LI CONCRETE/MASONRY q BY OTHERS a • ' El OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 INTERIOR EXTERIOR JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE WITHASTM E2112 i EDGE/DISTANCE SIGNED:1012312015 VERTICAL CROSS SECTION MI WINDOWS AND DOORSLLC lk 11LCONCRETE/MASONAYINSTALLATION LAKESIDE PARKWAY 5 d / ji FLOWER MOUND, TX 75028 r •GEN,p 9,p SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0/yr 51 96 x 96" It xS' FRAME INSTALLATION DETAILS gip``• 88TAT OF DRAWN: DWG NO. REV O6 B sruE NTS DATE 10/30/13 69OF 10 WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 10 WOOD SCREW I WOOD FRAMING OR 2X 8UCN BY OTHER' 1/2" MIN. TEDGE DISTANCE 1 3/8" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE 10 WOOD SCREWS INTERIOR f0 BE SET IN OF VED SEALANT 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 MIN. MENT 1 3/8" MIN. EMBEDMENT 1/2" MIN. EDGE DISTANCE 10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS 1 /4" MAX. SHIM SPACE REVISIONS REV DESCRIPTION DATE I APPROVED A ADDED FLANGE AND FIN INSTALLATION 1 12/10/13 R L B REVISED INSTALLATION DETAILS I OB/03/15 I R L INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 1012312015 MI WI9DOOLAKESIDAWS D LLC R II o/ PDOO R Y FLOWER MOUND, TX 75028 S v •'\GENg 0 51 * = SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" FLANGE INSTALLATION DETAILS ryl/tr Or p g7E OF v` i 0 DRAWN: DWG NO. REV 08 s 49 B/YONA 11EaSCALEGATENTS10/30/13 7 OF 10 C. ca P m 3/4" MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS S1 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 3/4" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4" MAX. B r SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR L TO BE SET IN BED OF PROVED SEALANT T- 3/4" MI. EDGE DISTF L 10 SMS OR SELF DRILLING SCREWS M ETAL STRUCTURE BY OTHERS REVISIONS DESCRIPTION DATE I APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R L. REVISED INSTALLATION DETAILS 08/03/15 R L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 1012312015 MI WI D LLC 11L10/// OOOLAKESIDWS PDOOVRS S11R FLOWER MOUND, TX 75028 v, GENS •+ SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0 51 # 96" x 96" FLANGE INSTALLATION DETAILS p , TAT OF DRAWN: owc No. REV O . • ki- i' h! 0 IOQ; • V.L. OB-02249 B p t"G\\ iij11NAL1E\ S NTS GATE 10/30/13 SHEETB OF 10 REIASONS 2 1/2" MIN. REV DESCRI TION DATE APPROVED EDGE DISTANCE _ A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L B REVISED INSTALLATION DETAILS 08/03/15 R.L n 1 1/4• MIN. n• ,•; a EMBEDMENT 1 1 4° MIN. 1 CONCRETE/ EMBEDMENT MASONRY 1/4" MAX. BY OTHERS SHIM SPACE OPTIONAL' 1/4" MAX. 1X BUCK SHIM SPACE TO BE 2 1 /z" ° INTERIOR PROPERLY 1 MIN. SECURED EDGE SEE NOTE 3 DISTANCE SHEET 1 3/16" TAPCON 3/16" TAPCON El CONCRETE/MASONRY BY OTHERS EXTERIOR INTERIOR Il lul 11 5Q ClSILLTOBESETIN ° A BED OF EXTERIOR APPROVED SEALANT 3/16" TAPCON JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CNCRETE/MASNRYINSTALLATIN MASONRY/ TO BE PROPERLY CONCRETE SECURED BY OTHERS SEE NOTE 3 SHEET 1 NOTES: T 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, r 1 1 /4" MIN. NOT SHOWN FOR CLARITY. e•' . EMBEDMENT 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE a • DESIGNED INACCORDANCE WITHASTM E2112 k 2 1/2" MIN. SIGNED: 1012312015 EDGE DISTANCE VERTICAL CONCRETTE/MASOORSYINSTALLATION MI 1900oLAKESIDWS DPARKWAY LLC \\`\\ 5 FLOWER MOUND, TX 75028 ` •VGENp*.-j % SERIES 420 SGD REINFORCED WITHOUT ADAPTER -o; 51 9x 96" FLANGE INSTALLATION DETAILS 0 • TOF A DRAWN. owc No REv i,o Fd' V.L. 08- 02249 B Sr—E NTS DATE 10/30/13 ISHIET9 OF 10 y 13 WOOD FRAMING BY OTHERS 1 1/4" MIN. EMBEDMENT APPROVED SEALANT BEHIND FIN 8 WOOD SCREW 1/4" MAX SHIM SPACE 7/16" MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION REVISIONS REV DESCRIPTION DATE APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L. 1 5/8• MIN. EDGE DIST. TRIM A 1 1/4" MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE BY OTHERS I BUCK BY OTHERS, HOOK STRIP 1X BUCK TO BE PROPERLY SECURED TAPCAPCON EXTERIOR PANEL INTERLOCK MASONRY/CONCRETE APPROVED 1/2" MIN. SEALANT BEHIND FIN 1 1/4" MIN. EMBEDMENT EDGE DISTANCE METAL STRUCTURE 3/4" MIN. 8 WOOD WOOD BY OTHERS EDGE DISTANCE SCREW FRAMING ol BY OTHERS INTERIOR TRIM TRIM 1/4 MAX 1 3/8- MIN. SHIM SPACE EMBEDMENT INTERIOR 7/16" MIN j T— EDGE DISTANCE I HOOK STRIP HOOK STRIP INTERIOR EXTERIOR 10 WOOD — #10 SELF DRILLING I SCREW SCREW PANEL EXTERIOR PANEL INTERLOCK EXTERIORINTERLOCK I I I I 2X BUCK/WOOD FRAMING METAL STRUCTURE SIGNED: 1012312015IIIIIIIIIIIII MI ANDINDOWSPARKWDOOLLC IR l VERTICAL CROSS SECTION 19 0 Y LAY ENs' 9an WOODFRAMINGOR2XBUCKINSTALLATIONFLOWERMOUND, TX 75028 G FOR SILO INSTALLATION SEE SHEETS 4-9. SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0 61 * NOTES: 96" x 96"ERIORFiNISHES,BYOTHERS. 1.INTERIOAAND EM NOT SHOWN FOR CLARITY. NAILFIN & HOOK INSTALLATION DETAILS v • $$ TA7 OF 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAWN: DWG NO REV DESIGNED i' • ' c( 0 R10 e- • \ '\ iFS • ' G INACCORDANCEWITHASTME2112V.L08-0022249 B ONA N Vru. aTE NTS 10/30/13 10 OF 10 Florida Building Code Online Page 1 of 6 fin ,.._,,,- , _ It b BCIS Home Log In User Registration Hot TOPICS ( Subndt Surcharge I Stats h Facts E Publications FBC Stag i BCIS Site Map Links Search at Product Approval t- USER: Public User eve Product Approval Menu > Product or Aodlotion Seardi > Aoolication Lis[ > Application Detail n pax. FL # FL15279-R4 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason, OH 45040 513) 770-6062 mwesterfieid@clopay.com Authorized Signature Scott Hamilton shamilton@clopay.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Intertek Testing Services NA, Inc. Validated By Gary Pfuehler _ 6Z 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 R4 Eauly 20150319 - FBC - DASMA 108 eauiv.odf FL15279 R4 Eauiv 20150319 - FBC - DASMA 115 eauiv.odf Product Approval Method Method 1 Option A http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 Q... 11/ 10/2016 Florida Building Code Online Page 2 of 6 Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page = a 03/ 19/2015 06/ 12/2015 06/21/2015 0 O Page l/84011 4D FL * Model, Number or Name Description 15279.1 001 W3-09 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.) Single -Car (up to 9'0" wide) 64, 65, 62G, 62LG, 64G, SDP38, WINDCODEB W3 Garage Door SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLi5279 R4 C CAC Letter with proof of contract and proof of insoection.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R4 C CAC W3 Listing Intertek.pdf Design Pressure: +20 PSF/-20 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R4 II 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-1A471: GD1SP, Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated GR1SP, GD1LP, GR1LP, AR1SP, EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) AR1LP, ED1SP, ED1LP, 4132, 2132, 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 R4 C CAC Letter with proof of contract and proof of inspection.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R4 C CAC W3 Listing Intertek.odf Design Pressure: +20 PSF/-21 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FL15279 R4 II 103952-Rev01.odf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.3 003 W3-09 DSIU-1A171: 9130, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9131, 9133, HDP13, HDPF13, Interior skin 27 ga. min.) Single -Car (up to 9'0" wide) HDPL13, 7130, 7131, 7133, 8130, WINDCODE@ W3 Garage Door 8131, 8133 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R4 •C CAC Letter with proof of contract and proof of insoection.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R4 C CAC W3 Listina Intertek.pdf Design Pressure: +20 PSF/-20 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FL15279 R4 II 104175-Rev0l.pdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.4 004 W3-16 DSIE-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, WINDCODE@ W3 Garage Door SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS279 R4 C CAC Letter with proof of contract and proof of msoection.0ApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R4 C CAC W3 Listina Intertek.pdf Design Pressure: +20 PSF/-21 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R4 Il 101820-Rev13.Ddf 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: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZI Q... 11/10/2016 Florida Building Code Online Page 3 of 6 15279.5 005 W3-16 DSIE-1A471: GDSSP, Gallery/Artistry/Expressions: 1-3/8' Double -skin Insulated GR1SP, GDSLP, GR1LP, AR1SP, EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) AR1LP, EDISP, ED1LP, 4132, 2132, Double -Car (9'2" up to 16'0' wide) WINDCODES W3 Garage 6132, SFC38, MFC38 Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for wmdbome debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL15279 R4 C CAC Letter with oroof of contract and proof ofinsoection.odf FL15279 R4 C CAC W3 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 104028-Rev0l.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.6 006 W3-16 DSIU-IA171: 9130, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9131, 9133, HDP13, HDPF13, interior skin 27 ga. min.) Double -Car (9'2' to 16'0" wide) HDPL13, 7130, 7131, 7133, 8130, WINDCODEO W3 Garage Door 8131, 8133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the Impact resistant requirement for windbome debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and oroof of Insoection.0 FL15279 R4 C CAC W3 Listina Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 104168-Rev0l.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.7 007 W3-16 PAN-21`153: 73, 1500, 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 48B,S5S,4RST,6RST,4RSF,6RSFj Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and oroof of insoection.odf FL15279 R4 C CAC W3 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 101308-Revl2.)df Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.8 008 W4-09 DSIE-1F171: 4300, 2' Double -skin Insulated EPS (exterior skin 27 ga. min.; 4301, 4310, 4400, 4401, HDG, interior skin 27 ga. min.) Single -Car (up to 9'0" wide) HDGL, HDGF, 66, 66G, 67, 67G, WINDCODE(8W4 Garage Door 68, SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279. 9 009 W4-09 DSIE-11`471: GD2SP, GR2SP, GD2LP, GR2LP, AR2SP, AR2LP, ED2SP; ED2LP, 4302, HDGC, 6202, SFC68, MFC68 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +28 PSF/-29 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof ofinsoection. pdf FL15279 R4 C CAC W4 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions FL15279 R4 II 101652-B-Revll.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.) Single - Car ( up to 9'0" wide) WINDCODEO W4 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and oroof of insoection.pdf FL15779 R4 C CAC W4 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions FL15279 R4 II 103969-B-RevD2.odf http:// www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZl Q... 11/10/2016 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-11`371: 9200, 9201, 9203, HDP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, 8201, 8203 Double -skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE@ W4 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R4 C CAC Letter with proof of contract and proof of inspection.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R4 C CAC W4 Listing Intertek.odf Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FL15279 R4 Il 104183-Rev0l.pdf 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: 15279.11 O11 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 Certification Agency Certificate Approved for use in HVHZ: No FL15279 R4 C CAC Letter with proof of contract and oroof of inspection.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R4 C CAC W4 Listing Intgrtek.pdf Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R4 II 104456-Rev0l.pdF 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: 15279.12 012 W4-09 PAN-21`151: 73, 1500, Steel Pan (min. 25 ga.) Single -Car (up to 9'0' wide) 75, 190, 84A, 94, 76, 42, 48, 55, WINDCODE® W4 Garage Door 42B, 48B, 555, 4RST, 6RST, 4RSF, 6RSF, 2RST, GDSS, GDSSV, GRSS, GRSSV, ARSS, ARSSV, EDSS, EDSSV Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R4 C CAC Letter with proof of contract and oroof of inspection.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL15279 R4 C CAC W4 Listing Intertek.odf Design Pressure: +25 PSF/-32 PSF Quality Assurance Contract Expiration Date Other: The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R4 II 300159-B-Rev16.Ddf windborne debris regions. Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.13 013 W4-09 PAN-21`441: G4S, GS4, Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Single- G4L, GL4, GD4S, GD4L, GR4S, Car (up to 9'0" wide) WINDCODES W4 Garage Door GR4L, G4SV, GS4V, G4LV, GL4V, GD4SV, GD4LV, GR4SV, GR4LV, E4S, E4L, ED4S, ED4L, E4SV, E4LV, ED4SV, ED4LV, SS4, SL4, AR4S, AR4L, SS4V, SL4V, AR4SV, AR4LV Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R4 C CAC Letter with proof of contract and proof of inspection.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL15279 R4 C CAC W4 Listing Intertek.Ddf Design Pressure: +25 PSF/-32 PSF Quality Assurance Contract Expiration Date Other: The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R4 II 103486-B-RevO8.odf windborne debris regions. 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-21`449: Grand Steel an (min. 24 ga.) with Overlay Single -Car (up to Harbor, Stone Manor 9'0"wide) WINDCODEO W4 Garage Door http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZl Q... 11/10/2016 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-IF171:4300, 4301, 4310, 4400, 4401, HDG, HDGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201,6203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.5 PSF/-25.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for windborne debris regions. Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof ofinspection.pdf FL15279 R4 C CAC W4 Listino Intertek,odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 103549-Rev06.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 2' Double -skin Insulated EPS (exterior skin 27 ga, min.; Interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and Droof of inspectlon.pdf FL15279 R4 C CAC W4 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 11 101481-B-Revl3.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.16 016 W4-16 DSIE-11`471: GD2SP, GR2SP, GD2LP, GR2LP, AR2SP, AR2LP, ED2SP, ED2LP, 4302, HDGC, 6202, SFC68, MFC68 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 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R4 C CAC Letter with proof of contract and proof of insoecdon.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL15279 R4 C CAC W4 Lasting Intertek.pdf Design Pressure: +25.5 PSF/-25.5 PSF Quality Assurance Contract Expiration Date Other: The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FL15279 R4 11 104029-B-Rev03.Ddf windborne debris regions. Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.17 017 W4-16 DSIEO-1F479: Coachman/Settlers/Affinity 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 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R4•C CAC Letter with proof of contract and Droof of insoection.odfApprovedforuseoutsideHVHZ: Yes- Impact Resistant: N/A FLIS279 R4 C CAC W4 Listing Intertek.Ddf Design Pressure: +25 PSF/-25 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 R4 II 103046-Rev07.Ddf 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: 15279.18 018 W4-16 DSIU-1F171: 9200, 9201, 9203, HDP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, 8201, 8203 Double -skin Insulated PUR (exterior skin 27 ga. min.; Interior skin 27 ga. min.) Double -Car (97' to 16'0" wide) WINDCODEO W4 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R4 C CAC Letter with proof of contract and proof of insoection.odfApprovedforuseoutsideHVHZ: Yes' Impact Resistant: N/A FL15279 R4 C CAC W4 Listing Intertek,Ddf Design Pressure: +25.5 PSF/-25.5 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 R4 IT 104169-Rev01.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: http://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZI Q... 11/10/2016 Florida Building Code Online Page 6 of 6 15279.19 019 W4-16 DSIU0-11<479: Canyon Ridge/Brookstone Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25.5 PSF/-25.5 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.20 020 W4-16 PAN-21`153: 73, 1500, 75, 190, 84A, 94, 42, 48, 55, 411ST, 6RST, 4RSF, 6RSF, GD5S, GD5SV, GRSS, GR5SV, AR5S, AR5SV, ED5S, ED5SV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +24 PSF/-24.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. Go to Page = 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 FL15279 R4 C CAC Letter with proof of contract and proof of inspection.odf FL15279 R4 C CAC W4 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 104457-Rev02.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of inspectfon.odf FL15279 R4 C CAC W4 Listing Intertek.Ddf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 101711-B-Revl5.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Each Nest 12 0 Page 1 / 8 0 0 Contact Us :: 2.601 Blair Stone Road, Tallahassee FL 32399 Phone, 850-487-1824 The State of Florida Is an ANEEO employer. Coovrloht 2007-2013 State of Florida.:: Pnvacv Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mall address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. `Pursuant to Section 455.275(l), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an ema8 address If they have one. The 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 avallable to the public To determine if you are a licensee under Chapter 455, F.S., please drdc hem . , Product Approval Accepts: Credo Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 Q... 11 /10/2016 aA{sIC RA1SU IAla1 ODois Dm6 m IIMYNT • T v AI -SARI m vaTx t W Dr1Ol Rev DATEOES TIDN 14IDaL 24 w 24 GA Da n w n M DNs la4 r ! 7Tf.0 SHEET 1 OF 2 Of 11/30/07 ADDED WENDED HEIGIM, COMBINED QDIAY, HOW6, AND IDEAL M/N RLRAYTVAL 4A f4 - ]]. ]S L300, If 4RiT, 4i. 4R1i {R{T Yf 4f, 475 4L 4n W. S7S SIQT IANfl Y t 10- 1!n NY . t TO B' M {Y 10 W W W 11 10 21 0f 12 f ADDED MIN 421, NS USI<lAFi 10Dm M 4F AOOFD 'fwRRMGE IlarSr •]BOSS DOORS. 1®R i 6 RL91 TNfafi IBR• M1Sm IA f 1 PANEL 17 f O10 1 12 UPDATED IIOOl1 TABIE. REVISED WIND SR® TABLE EAR ASCE]-10. IliOfS mis OPTIONAL GLAZING MAY BE STANDARD OR IMPACT 13 4 12 ADDED YIPAL? RESISTAM DP110N. IDS e3 w n w D6 RESISTANT GLAZING. SEE SECTION B-B FOR 0NCUIPAT Mxn r H)EAL teS rnJ ARss ARITV UR WqW DETAILS. MAX. STANDARD SIZE IS 42-1/2'x16'. IMPACT RESISTANT GLAZING • lx 14-1/e•. _ z0[a11C1- Dm-55Vl1/- Ye LJMIAQ I1R• m•>BtAPS IANlL A j FAIR> MI-1 AfNIASR iMI TSso=K C-) 1 LaAA Rz1:__111k m VIu Y D 10 M 11 A END il SS ATDOIm 1D as MIN M1E,00- 1_1DC IY5111d 1101, BOOMBOOM. c l t. E Q D 11d i" iA r,'JJ 1• SECTIONA -A (SIDE YE&L 20 GA GALV STEEL MIN. YEILD SIRENCTN: 50 KSI W RD r laaan = m . i L 2' THICK1 JLL 3 1- 7/e" i Mrl 1 • A ` O/ IOIYL OUIm[ xnB 100( 100110N MAx DOD" •nm - 1rX GA9C 1 IORr RAACE/ D-INEl 91DWY. YMVDt HP1E mw nDm-ANE1 6 Am APPROVED. If ariT SSA EY 1 4b 1' fDF 1rAAon SEE SHEET TWOFOR IMPACT RESISTANT CONSTRUCTION DETAIL " A" AND STANDARD CONSTRUCT DETAIL " B"; TRACK AND JAMB DETAILS. F7NOHEEO MARK WESTFRFlEID, Na P.E /4M95, PL /2. P.E 71313 8) A M •RMt • 12 Gil GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W/(4) 14xS/e SHEET METAL SHIP LAP JOw"mm SCREWS. " a aa 14 GA GALV. ROLLER HINGE. EACH HINGEFASTENED TO STILES WITH (4) /14x5/ B" SHEET METAL SCREWS AND ( 4) 1/4"x3/4- SELF TAPPING SCREWS. SEE NEW "B". If DENSITY POLYSTYRENE FOAM INSULATION 1-5/1e" THICK WITH VINYL IWRCElI BACKER (INSULATEDMODELS ONLY) 3' TALL x 20 GA GALV. STEEL U-BARS IN 25 GA. MIN. GALV. STEEL SKIN A 2-1-2- 1 PATTERN (I.E TWO U-BURS ON BOTTOM SECTION. ONE U-BAR ON NEXT WITH A BAKE -ON PRIMER, AND A BAKED -ON POLYESTER SECTION, ETC.). EACH U- BAR ATTACHE TOP COAT APPLIED TO BOTH\ft WITH (2 1/4"x3 4" SELF TAPPING SCREWS PER SIDES OF STEEL SKIN. STI LAG ON. Ale InOR 1®M 6®x m1 Iav M x AA1Wli MI• It® Halm war ADIVW r 1• K naa 4mn C<Q OA M YIf1WnI4l MDra lQ (M® OM nm-rW ra Ax rala.xo malos n Doao i wb IDICA nnm .) 161w N•iraw1aa r6-••ire cvaulw n A uuiw rrArlmw I.Y Era LLVm 1!• 10 IM IN C6 b C S RC RD 13 GA GALV. STEEL BOTTOM BRACKET. ATTACHE WITH (2) /14x5/ e' SHEET METAL SCREWS. ALUMINUM EXTRUSION VkA'L WEATHERSTRIP. DESIGN LOADS: +24.0 PSF a< -24.5 PSF TEST LOADS: +35.0 PSF Ic -37.0 PSF MPG: PAN-2F153 voaDAf RATS KAc Goa = D Clopay w 4 AND CH x STEEL uTa 1/ 3/ 97DE1iR11TDb CLASSIC AND CH RP STEEL PAN Building Products e58 5 MASONDUKE 4504o BLVD. MNVNBY,dAcDOUBLE -CAR, 16'W +24/-24.5 PSF OM Company (513) 770-4600 Ni[OOS 7r, Y DRAWING NGMMIR, A/E]b Q.I•y Cx1 r Iln N B7n1. 11.w L MWW B 101711 IBC IPPROVAL 95279 L: C 4 16• a PANEL [N.6Ss SDa. Dm1 IETort f w . ! D 31IS e4 w - a w e W Dli i[CT>Dxs IWDOn •• i•MNeAN E 1-1 SHEET 2 OF 2 (s I I3O., W 1! 4 t 7 O 1/O SC1EY5 ox mr CLEEIFA 1-i/r oa. WA91ElE pgJMEp W Oar f"T fifi' fW m f OIEWS IIAT E CDIIIIRSIA.f (MR NOT !OWED)) m rIWU A NL101 MDWYM SDIrA[2 IIOIIOWDL aM! W NOT 1MIlSFDI LLWL 4L 4a . = I'm ToIe•3' S1aR rANa 1 4r M i11TEN ILA m 14 1 14 1 1 r tFmN[ NIOIOII fOLIS a n• CE)(aO PAN m w CONrAIG. rASI1Gi WOlof9 NM YEM ANOIORS rAfE1 OI1/41T TAICMI 00d5 W IT GDImE (tOOD A 110E 0011CRlq OA Y r21/IEE (O-.O S DOQ, 1' Oa. WASNDM Eplllfa WIM TNOOM US ME ANCMD" WT ! WINlIFA51111N iLLr % AEWRD m PAO.LC A FLLo1 W a W M DOMINO SW NWQOIRAL m NOT LOAD. US. 96SN. EFE11 m G51A T 111. A LLmlSm I)d=I1 rs atstV E DmwfED m MrIIm ALTEmM1E FASIDI[" Nd)/Dlt Y CONAfNA 016, Eii A"SV tm E3CSV PiValA101 or .I.Ilin w ensa IMPACT RESISTANT ASSEMBLY DETAILS( DRAWING 101711-A SECTION B-B (IMPA -T-R SILT NT G A71NG OPTION( IaAI r onloNr..mrwAc — •" I tw WIC illr l ftluc FA.1r •110 rAoip MDDIMIK IMAf rAD DE. DDlr MNJM REIWmI iaa NI A" FiV•14 IIIGI MiWAR IO ID U'! 1 RW11O[ IE1Ni! rA.1Om A ..Ir ®1 Rl¢43D IIIDMI Oa) U . y4• PAY IIGO weir >aQl ruM[ • rAsn STANDARD ASSEMBLY DETAILS RDAWING 101711-B IW)WT FSWE WITH LLV. OW" W DYISOE SWAM NOTE 1NAT FIIO1rt FWW[ w NAAIIOlII 1NN1 VAC1 EaSwIT rAAME 40 aAatD LIFE WI10! 111E ETAWDI. il/4' PAN (IUD lOrW. STANDARD ASSFNBLN: YCONSTRUCTIO9Fl19N41 SST, OY oA 1 AG1MC LL1ES Av..u. Or11011IL ACR111C P1A90)LLR OPOIt M U,= O APPAO.ID CCm PIAS110 M ACDADVIrE YM wvm 2— THEDdM =Vt ASSDLT 2614UM N COMPUM" WIIN " ALIDM MEm 71R W.G law EOUVKMWM w 1E n lUI.Iw IA! on N1DWNIDNAL INRDWD WlASDI.I O11rII TE WACT AE STANT .TID.DMI[ DENNIS A m AEE. CWF= 19 FWVW). taP YOIADNO w ooa INSPLLl11 GD am NO TEIlOi I" me30 G YDL DRAY. STEEL END STILE w G O V. STEEL .11EA. SM1E lm G D.IY. STEEL IIAIX ME111, IASADIFD pm JA1M of ytnl r ww IwoGt 1/ tr tD. I"M nm.D rAVDIu ( oE Pa ADLLDd r. on rotm u4r1N N ue/r EIEII ME1u Y WY. STEEL TAACS rASRIED m 14 S4 iNL. 110LLER 11011E f%G1 NM! 12 G w V. STEEL 1AAG( .MGIDI. WPM ONE 1 s•O/ b • FASiD100 m END FWES M111 (4) 4) ai TWo 1/4. OM Item 1 44.3/4' mi r . Y 10 V/L SNOIR S"I STEEL iDI1E11 MM d1MLm1041AA71011 SIEE1 QA NT1DN M EJmF M DO" w T S1Y ORIWO E n"I'S SNYL E THE NSIERY W 1K PIMFmwVI OF AFLam TOIL 1E NSDM. OR I' mclIm AND N AOOWWNCE MIN L1O.tOR stmaw1G OmOES m w Lwa USTm m TIE DAAMNO. 8 MGM- TRACK CONFIGURATION ABOVE THE DOOR OPENING DOES NOT AFFECT THE WIND LOAD RATING OF THIS DOOR 1( 4) 00W ANYKET Ct WLV. STEEL NAi iWCKET. TOP BRE HO rASIDS m OOU10(F HOR40MK ./In1- S/Y WOOD IAO SOIDISMIRIF TR—__llWl Nr•nADOLLOr11nN SimW", INGOI[SR m- 1/Y.0 G WLv. STEEL TW= WAGM. TR/ CN WCIO:R M SIDE S It ApN(y tEmDIEyISDr DOD" OVER r TALL DOM ' 13 rA Orly. Sim IMI) r WITH W. WI0/ ySlE'_ iq S r o lv. s1m 2' 11SfJ 11 AW Wl Clopay IMPC: PAN-2F 1 INTO 1/3/97 ding Products E5B5 DUKE BLVD. MASON. ON 45040 DMVN m AC 1 O n (313) 770-4E001 rr Cl— C.IffIMMA A. AWtt. A..MrfL MWW ML POR I—E; wD1 Ir- r WK TAACS OWM# ATNNI SH•ll M01 PAVAOm. DDIIfIAT I — FOR LONE DEEML r AOD. DESIGN LOADS: +24.0 PSF k -24.5 PSF TEST LOADS: r35.0 PSF 1E -37.0 PSF W 4 I 16.0-W K 16.0-H Tm CLASSIC AND CH RP STEEL PAN DOUBLE - CAR. 16'W +24/-24.5 PSF B aavm NINE" VDW 101711 IBC Florida Building Code Online Page 1 of 5 BCIS Home I Log In I User Registration Hot Topics I Submit Surcharge I Stats 6 Facts Publications FBC Staff I BCIS Site Map Links I Search rl t r 0452 Product Approval USER, Public User t'tF quo Product Approval Menu > Product or Application Search > Apollcatlon LKt > Applirutcon Detail FL # FL15217-R4 Application Type Revision Code Version 2014 Application Status Approved Comments Archived 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 Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Steven M. Unch, PE SZ Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL15217 R4 COI FLCOI.Ddf Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E1886 2005 ASTM E1996 2002 ASTM E1996 2005 ASTM E330 2002 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 QR... 6/8/2017 Florida Building Code Online Page 2 of 5 Product Approval Method Method 1 Option D Date Submitted 06/25/2015 Date Validated 06/30/2015 Date Pending FBC Approval 07/06/2015 Date Approved 08/19/2015 Summary of Products Go to Page ai 0 O Pagel/ 20 m FL # Model, Number or Name Description 15217.1 SERIES 5500 PVC SH SERIES 5500 PVC SH TWIN NI CONTINUOUS HEAD AND SILL 84X84 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-01928A.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15217 R4 AE 512636A.Ddf PRESSURE RATINGS. Created by Independent Third Party: Yes 15217.2 SERIES 5500 PVC SH SERIES 5500 PVC SH NI 42X84 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-01927A.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15217 R4 AE 512635A.Ddf PRESSURE RATINGS. Created by Independent Third Party: Yes 15217.3 1 SERIES 5500 PVC SH SERIES 5500 PVC SH NI 48X72 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-02719.0f Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15217 R4 AE 513503.Ddf PRESSURE RATINGS. Created by Independent Third Party: Yes 15217.4 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 44X84 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-00261E.odf Approved for use outside HVHZ: Yes FL15217 R4 II 08-00262E.odf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS FL15217 R4 AE 510338C.Ddf Created by Independent Third Party: Yes 15217.5 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 54X72 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-01331B.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15217 R4 AE 511943C.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15217.6 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 44X84 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-00265E.odf Approved for use outside HVHZ: Yes FL15217 R4 II 08-00266E.odf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FL15217 R4 AE 510340D.odf Created by Independent Third Parry: Yes 15217.7 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 54X72 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 11 08-01217B.Ddf http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgv3yV VKJZ 1 QR... 6/8/2017 Florida Building Code Online Page 3 of 5 Approved for use outside HVHZ: Yes FL15217 R4 II 08-01218B.Ddf Impact Resistant: No Verified By Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FL15217 R4 AE 511797C.Ddf Created by Independent Third Party: Yes 15217.8 SERIES SERIES GA 195 ALUMINUM TRIPLE SERIES GA 195 ALUMINUM TRIPLE SH NI CONTINUOUS HEAD AND SILL 108X72 NON IMPACT Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-02247A.Ddf Approved for use outside HVHZ: Yes Verified By: LUIS ROBERTO LOMAS 62514 Impact Resistant: No Created by Independent Third Parry: Yes Design Pressure:' N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15217 R4 AE 512967A.Ddf PRESSURE RATINGS. Created by Independent Third Party: Yes 15217.9 SERIES GA 195 ALUMINUM TWIN SH SERIES GA 195 ALUMINUM TWIN SH NI CONTINUOUS HEAD AND SILL 88 1/8X72 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-00255D.Ddf Approved for use outside HVHZ: Yes FL15217 R4 II 08-00256D.Ddf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FL15217 R4 AE 510335D.Ddf Created by Independent Third Party: Yes 15217.10 SERIES GA 195 ALUMINUM TWIN SH SERIES GA 195 ALUMINUM TWIN SH NI CONTINUOUS HEAD AND SILL 105 3/8X71 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-00049D.odf Approved for use outside HVHZ: Yes FL15217 R4 II 08-00108D.Ddf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FL15217 R4 AE 510053D.odf Created by Independent Third Party: Yes 15217.11 SERIES GA 275 THERMALLY BROKEN ALUMINUM SH SERIES GA 275 THERMALLY BROKEN ALUMINUM TILT SH NI 48X72 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-00815D.Ddf Approved for use outside HVHZ: Yes FL15217 R4 II 08-00816D.odf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FL15217 R4 AE 511360C.Ddf Created by Independent Third Party: Yes 15217.12 SERIES GA 275 THERMALLY SERIES GA 275 THERMALLY BROKEN ALUMINUM SH NI 55 BROKEN ALUMINUM SH 1/8X90 5/8 Limits of Use — ' Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-02735.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15217 R4 AE 513519.0f PRESSURE RATINGS. Created by Independent Third Party: Yes 15217.13 SERIES GA 275 THERMALLY SERIES GA 275 THERMALLY BROKEN ALUMINUM SH NI BROKEN ALUMINUM SH 48X84 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-02715.13d( Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15217 R4 AE 513497.Ddf PRESSURE RATINGS. Created by Independent Third Party: Yes 15217.14 SERIES GA 275 THERMALLY SERIES GA 275 THERMALLY BROKEN ALUMINUM SH NI BROKEN ALUMINUM SH 36X60 FINLESS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Installation Instructions FL15217 R4 II 08-02720.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 QR... 6/8/2017 Florida Building Code Online Page 4 of 5 r• Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15217 R4 AE 513504.Ddf PRESSURE RATINGS. I Created by Independent Third Party: Yes 15217.15 SERIES GA 275 THERMALLY BROKEN ALUMINUM SH SERIES GA 275 THERMALLY BROKEN ALUMINUM SH NI 48X72 FINLESS Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-02721.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15217 R4 AE 513505.Ddf PRESSURE RATINGS. Created by Independent Third Party: Yes 15217.16 SERIES GA 275 THERMALLY SERIES GA 275 THERMALLY BROKEN ALUMINUM SH NI BROKEN ALUMINUM SH 48X84 FINLESS Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-02722.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15217 R4 AE 513506.Ddf PRESSURE RATINGS. Created by Independent Third Party: Yes 15217.17 SERIES GA 275 THERMALLY BROKEN ALUMINUM TWIN SH SERIES GA 275 THERMALLY BROKEN ALUMINUM TILT TWIN SH NI 88 1/2X72 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-00817D.Ddf Approved for use outside HVHZ: Yes FL15217 R4 1I 08-00818D.odf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FL15217 R4 AE 511361C.odf Created by Independent Third Party: Yes 15217.18 SERIES GA 505 ALUMINUM SH SERIES GA 505 ALUMINUM SH NI 44X84 FINLESS Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-02723.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15217 R4 AE 513507.Ddf PRESSURE RATINGS. Created by Independent Third Party: Yes 15217.19 SERIES GA 505 ALUMINUM SH SERIES GA 505 ALUMINUM SH NI 52 1/8X95 1/2 FINLESS Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-02724.odf Approved for use outside HVHZ: Yes Verified By- Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15217 R4 AE 513508.1)df PRESSURE RATINGS. Created by Independent Third Party: Yes 15217.20 SERIES GA 505 ALUMINUM SH SERIES GA 505 ALUMINUM SH NI 53 1/2X71 1/2 FINLESS Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-02725.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15217 R4 AE 513509.DdF PRESSURE RATINGS. Created by Independent Third Party: Yes Go to Page = W m 0 Page 1/ 2 0 0 back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovnoht 2007-2013 State of Florida.: Privacy Statement : Accessibility Statement Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional 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: MKil0 http://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 QR... 6/8/2017 Florida Building Code Online Page 5 of 5 Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 QR... 6/8/2017 L. Roberto Lomas P.E. 233 W. Main St. Danville, VA 24541 434-688-0609 rilomas@lrlomaspe.comIrlomaspe.com Manufacturer: MI Windows and Doors LLC 1001 W. Crosby RD. Carrollton, TX 75006 Engineering Evaluation Report Product Line: Series GA 195 Aluminum SH Window — Non -Impact Report No.: 511797C Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61G20-3.005 method 1(d). The product listed herein complies with requirements of the Florida Budding Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-01217, Revision B, and drawing number 08-01218, Revision B, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test report No.: CCLI-11-031 signed by Wesley Wilson Construction Consulting Laboratory International, Carrollton, TX AAMAM/DMA/CSA 101/I.S.2/A440-05 Design pressure: +47.2/-50.Opsf Water penetration resistance: 6.Opsf (per gateway, report CCLI-13-157) 3. Anchor calculations, report number 511791-1 and comparative analysis report number 511791-2, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: Refer to installation drawing. Maximum unit size: 54" x 72" Units must be glazed per ASTM E 1300-04. This product is not rated to be used in the HVHZ. This product is not impact resistant and requires impact protection in wind borne debris regions. Frame material to be Aluminum 6063-T5. Installation: Units must be installed in accordance with approval document, 08-01217, Revision B and 08-01218, Revision B. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 11111t// 0:yf% TAT 0 F O.c• •• : 0IgAL E`. rnll Luis R. Lomas, P E. FL No.: 62514 05/04/2015 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 SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 9. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS 10 FRAME MATERIAL ALUMINUM 6053-T5. 11. UNITS MUST BE GLAZED PER ASTM E1300-04. 12. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. i 13. FOR ANCHORING THROUGH FRAME 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 14 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 REVISIONS DESCRIPTION DATE APPROVED REVISED NAME 10/15/13 R.L. REVISED INSTALLATION DETAILS 05/04/15 R L 15. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #8 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. 16. ALL FASTENERS TO BE CORROSION RESISTANT 17 INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D METAL STRUCTURE STEEL 18GA. 33KSI OR ALUMINUM 5063-T5 1/8" THICK MINIMUM. I TABLE OF CONTENTS SHEET NO DESCRIPTION 1 NOTES 2 ELEVATION AND CHARTS 3 - 5 1 INSTALLATION DETAILS SIGNED: 0610312015 MI WINDIO WSW AR DB DOORS LLC R 11Lo, S 9'' CARROLLTON TEXAS 75006 v,•VGENSh••d+ 0 6 *= SERIES GA 195 RECTANGULAR SH WINDOW 54" X 72' NON -IMPACT NOTES p Sq0 T , $AT OF O DRAWN DWG NO REV 02OBSHEET BIF. A. GALE DATENTS 02/17/2011 1 OF 5 ti FP HE 54" MAX FRAME WIDTH 6" MAX -Fr- 12" MAX 0 C. 6" MAX 6" MAX I 16" O.C. L 2" 4X aME GHT T_ 6" MAX ANCHORS TO BE EQUALLY SPACED SEE ANCHOR CHARTS O FOR REOUIRED NUMBER OF ANCHORS X 4 ELEVATION VIEWED FROM EXTERIOR DESIGN PRESSURE RATING IMPACT RATING 47.2/-50.OPSF NONE REVISIONS REV DESCRIPTION DATE APPROVED A REVISED NAME 10/15/13 R L B REVISED INSTALLATION DETAILS 05/04/15 R L Design pressures for units glazed with IGU 3132" annealed (poll, Frame Frame width (In) Height 1! 13 26.50 3050 37.00 52.13 64 00 in) Pos Nag Los Nag Pos Neg Pos Nog Pos Neg Pos Neg 2600 800 750 600 750 600 750 600 750 600 750 800 750 38.38 600 75.0 800 750 800 750 600 750 533 53 3 53 3 53 3 50.63 60 0 750 600 75.0 600 75.0 80.0 750 535 53 5 53 5 53 5 54.63 600 75 0 60 0 75 0 60 0 75 0 60.0 75 0 53 4 53 4 53 4 53 4 s3.00 600 750 600 750 600 750 60.0 708 51.1 51.1 483 483 77.00 60.0 75 0 60 0 75 0 60 0 73 D 60 0 61 6 42 D 42.D 42 D 42 D a1 areas wnere water resistance is requu@a, posnve oeugn pressure Is tun aea to -urar Design pressures for units glazed with IGU 118" annealed (pal) Frame Frame width (In) Height 16/3 2850 3050 37.00 52.13 54.00 in) Pos Neg Pos Nop Pos I Nag Pos Nag Pot Neg Pos Neg 2400 80.0 750 600 750 60 0 1 75 0 60 0 75.0 600 750 1 600 750 3938 600 750 600 75.0 60.0 75 D 80 0 750 600 75 0 60 0 75 0 0.63 800 750 WO 750 60 0 75 0 60,0 75.0 600 64 B 585 81 D 54.63 60.0 750 600 750 60 0 75 0 80 0 750 582 61.7 1 555 58 8 62.00 600 75.0 600 75.0 60 0 75 0 60 0 750 53.9 57.1 51 3 54 3 72.00 600 750 800 75.0 60 0 75.0 60.0 75 0 4D 8 52 7 47 2 500 Number or anchors r@qulred From@ Unit width (In) 1lelght In) 15.13 Hand Jamb 26.50 Head Jamb 30.50 Head Jamb 1 37.00 Head Jamb 1 52.13 Head Jamb 5400 Head Jamb 240 2 2 3 2 3 2 3 2 5 3 5 3 38.4 2 3 3 3 3 3 3 3 5 4 5 4 505 2 3 3 3 3 4 3 4 5 5 5 5 46 2 3 3 3 3 4 3 4 5 5 5 5 62.0 2 4 3 4 3 4 3 5 5 5 5 5 72 0 2 4 3 5 3 5 1 7 1 5 5 8 5 6 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD. CARROLLTON TEXAS 75006 SERIES GA 195 RECTANGULAR SH WINDOW 54" X 72" NON -IMPACT ELEVATION AND CHARTS rI DWC NO. F.A. I 08-01217 SCALE NTS I DATE 02/17/2011 ISHEE2 OF 5 SIGNED: 0610312015 1R IL 04/// G E IVSF.'fJ1% oT(,AtTE OF ; REV i F•• CORVOr.• e //)""ONALl,Ea` a'1 4 7/16" MIN. EDGE DISTANCE WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT MIN. EMBEDMENT 1/4" MAX SHIM SPACE N8 WOOD SCREW IFEXTERIORINTERIOR SILL TO BE SET IN A BED OF BACKER ROD APPROVED APPROVED SEALANT SEALANT WOOD FRAMING OR 2X BUCK 1/4" MAX. BY OTHERS SHIM SPACE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION REVISIONS DESCRIPTION DATE APPROVED REVISED NAME 10/15/13 R L REVISED INSTALLATION DETAILS 05/04/15 R L. 1 1 /4" MIN. 1 /4" MAX. EMBEDMENT SHIM SPACE I INTERIOR 7/15" MIN EDGE DISTANCE 8 WOOD J SCREW WOOD FRAMING EXTERIOR OR 2X BUCK BACKER ROD BY OTHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 0610312015 MI WINDO WS AR DB DOORS LLC IILo CARROLLTON TEXAS 75006 RD.\\\\\5 1R CENSF •cP% NOTES SERIES GA 195 RECTANGULAR SH WINDOW 0, RO*= I INTERIOR AND EXTERIOR FINISHES, BY OTHERS, 54" X 72" NON -IMPACT INSTALLATION DETAILS 73 TATF es,: NOT'SHOWNFORCLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE i.t`•. F DESIGNED IN ACCORDANCE WITH ASTM E2112 DRAWN Dwc No REv ij Fs . C OR1 . G\ \\ e sf NAL1E41scaENTSDATE02/17/201108 SOET370F 5 I 5/8" MIN EDGE DISTANCE~ 1/4" MAX METAL SHIM SPACE STRUCTURE BY OTHERS APPROVED SEALANT 8 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR BACKER ROD do APPROVED SEALANT METAL STRUCTURE BY OTHERS 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 ILL TO BE SET A BED OF PPROVED ALANT MAX. SPACE REVISIONS DESCRIPTION DATE 11 APPROVED REVISED NAME 10/15/13 R L REVISED INSTALLATION DETAILS 05/04/15 R L. 1/4" MAX SHIM SPACE 8 SMS OR INTERIOR SELF DRILLING SCREWS 5/8" MIN. EDGE DISTANCE T EXTERIOR METAL BACKER ROD STRUCTURE do APPROVED BY OTHERS SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0610312015 LLCMIWIND'Oo w.cRoseDOORSRD.`\\\\`s Rl LI0 CARROLLTON TEXAS 75006 i•v\GFNS•9J+ k o/ AGOF SERIES GA 195 RECTANGULAR SH WINDOW 5NX 72" NON -IMPACT Q (rC INSTALLATION DETAILS 0 , TAT 0 OR10: DRAWNDWGNOREVF. A. 08 s01217 B DATE NTS02/17/2011 4 OF 5 2 1/2" MIN {.._ EDGE DISTANCEI CONCRETE/MASONRY BY OTHERS REVISIONS REV DESCRIPTION DATE APPROVED A REVISED NAME 10/15/13 R L. B REVISED INSTALLATION DETAILS 05/04/15 R L. 4 1 1/4" MIN OPTIONAL 1X BUCK EMBEDMENT SEE NOTES 3 — 7 SHEET 1 1 1/4" MIN. 1/4" MAX. BACKER ROD HIM MAX. EMBEDMENT SHIM SPACEAPPROVED SHIM SPACE SEALANT 3/16" TAPCON OPTIONAL 1X BUCK SEE NOTES 3 — 7 SHEET 1 e INTERIOR n 3/16" TAPCON EXTERIOR LRnJ INTERIOR ' 2 1/2" MIN EDGE SILL TO BE SET DISTANCE BACKER ROD IN A BED OF - EXTERIOR APPROVED APPROVED SEALANT BACKER ROD SEALANT] & APPROVED OPTIONAL 1X BUCK F 1 SEE NOTE 3 — 7 / 4" MAX. SEALANT SHIM SPACE CONCRETE/MASONRY SHEET 1 BY OTHERS JAMB INSTALLATION DETAIL I —'- CONCRETE/MASONRY INSTALLATION CONCRETE/MASONRY BY OTHERS , 4 e NOTES n 1 INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE VERTICAL CROSS SECTION DESIGNED IN ACCORDANCE WITH ASTM E2112 CONCRETE/MASONRY INSTALLATION SIGNED: 0610312015 MI WINDO0WSW AR DB DOORS LLC \ RD.\J`51R IL10',// CARROLLTON TEXAS 75006 \ v,•\GENSF •'p SERIES GA 195 RECTANGULAR SH WINDOW = *• 0 6 SNX 72T NON —IMPACT I a'FGENSTALLATIONDETAILS : OO,• TAT OF. DRAWN DWG NO REVG\ SCALE NTS DATE 02/17/201108 SOEr570F 5 B is101 Al1E\ 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 15 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 SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS 9. WIND LOAD DURATION FACTOR Cd=16 WAS USED FOR WOOD ANCHOR CALCULATIONS. 10. FRAME MATERIAL ALUMINUM 6063-T5. 11. UNITS MUST BE GLAZED PER ASTM E1300-04. 12 APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS 13 FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE N8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS 14 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 REVISIONS DESCRIPTION DATE I APPROVED REVISED NAME 10/15/13 R L. REVISED INSTALLATION DETAILS 05/04/15 R L 15. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #8 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 16. ALL FASTENERS TO BE CORROSION RESISTANT. 17 INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. A WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 1/8" THICK MINIMUM. TABLE OF CONTENTS SHEET NO DESCRIPTION 1 NOTES 2 ELEVATION AND CHARTS 3 - 5 INSTALLATION DETAILS SIGNED: 0610312015 LLCMIWIND1001 R11Lr0 w. WS cRosBDOORS J\5 CARROLLTON TEXAS 75006 v GENSh•,cP Mr• 0 6 SERIES GA 195 DESIGNER SH WINDOW 54" X 72' NON —IMPACT a NOTES OF0+, $$$$TATEE OF Alo_- OR1atC \ DRAWNDWGNOREVF. A 8 08LEB7/// Al1Ea SCALENTSDATE02/17/2011SOEET10F 5 54" MAX FRAME WIDTH 6" MAX 112" MAX O.C. 6" MAX 7 6" M / ANCHORS TO BE EQUALLY SPACED SEE ANCHOR CHARTS v FOR REQUIRED NUMBER OF 16" MAX ANCHORS Q. L C. // r 72" MAX FRAME HEIGHT Q 7- 6" MAX ELEVATION VIEWED FROM EXTERIOR DESIGN PRESSURE RATING IMPACT RATING 1 47.2/-50.OPSF NONE REVISIONS REV DESCRIPTION DATE APPROVED A REVISED NAME 10/15/13 R L B REVISED INSTALLATION DETAILS 05/04/15 R L Design pressures for units glazed with IG1.13132" annealed (psf) Fame Frame wfdfh (In) Height 19.13 1 26.50 30.60 37.00 52.13 54.00 in) Pos Neg Pas Neg Pos Neg Pos Neg Pos Neg Pos Neg 2400 600 75.0 600 750 600 750 800 750 600 750 600 750 3838 800 750 600 750 800 750 800 750 533 533 533 533 5063 600 750 60.0 750 600 75.0 600 75.0 535 53.5 535 535 54.63 600 75.0 600 750 600 750 800 750 534 534 534 534 62.00 600 750 600 750 600 750 600 706 511 511 463 463 72.00 60 0 750 600 750 60 0 739 600 61 6 429 429 429 42 9 in areas wnere water resistance to require., posit" assign pressure is umnea to "u.urbr Design pressures for units glazed with IGU 13" annealed (psf) Frame Frame wldfh (In) Wight 1613 26.50 3050 3700 5213 54.00 in) Pos Nag Pos Neg Pos Nag Pos Nap Pos Nag Pos Neg 26.00 600 750 800 750 600 750 600 750 800 750 800 750 36.36 60 0 790 600 75 0 600 75.0 600 750 600 75.0 600 75.0 50.03 600 750 600 750 800 750 600 750 800 849 585 61 9 54.63 600 750 600 750 500 750 600 75 D 582 61 7 555 588 62.00 600 750 600 750 800 750 800 750 539 57.1 51 3 54 3 7200 600 75 D 600 75 D 600 750 600 750 498 527 472 50 0 Number of anchors required Frame Unit width (In) Height in) 16.13 Head Jamb 26.50 Head Jamb 30.50 Head Jamb 37.00 Head Jamb 1 52.13 Head Jamb 54.00 Head Jamb 21.0 2 2 3 2 3 2 3 2 5 3 5 3 36.4 2 3 3 3 3 3 3 3 5 4 5 4 50.6 2 3 3 3 3 4 3 4 5 5 5 5 54.6 2 3 3 3 3 4 3 4 5 5 5 5 62.0 2 4 3 4 3 4 3 5 5 5 5 5 72.0 1 2 4 3 5 3 5 3 6 5 6 5 6 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD. CARROLLTON TEXAS 75006 SERIES GA 195 DESIGNER SH WINDOW 54" X 72" NON -IMPACT ELEVATION AND CHARTS DRAWN DWG NO. F.A. 08-01218 SCALE NTS IDATE 02/17/2011 ISHEET2 OF 5 SIGNED: 0610312015 R I IL0 r,•v\C+ E NSF , J1 o TAT 2 OF ; t t" REv [ppl0 B '/iSs:LOWl111rcaG\ 7/16" MIN EDGE DISTAN WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD do APPROVED SEALANT r 1 1 /4" MIN EMBEDMENT SHIM SPACE 8 WOOD SCREW EXTERIOR BACKER ROD do APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT MAX. I 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 1 1/4" MIN. EMBEDMENT 7/16" MIN EDGE DISTANCE 8 WOOD J SCREW WOOD FRAMING OR 2X BUCK BY OTHERS REVISIONS REV DESCRIPTION DATE APPROVED A REVISED NAME 10/15/13 R L B REVISED INSTALLATION DETAILS 05/04/15 R L. 1 /4" MAX. SHIM SPACE 7 INTERIOR EXTERIOR BACKER ROD do APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD. CARROLLTON TEXAS 75006 SERIES GA 195 DESIGNER SH WINDOW 54" X 72" NON —IMPACT INSTALLATION DETAILS DRAWN DWG NO F.A. 08-01218 scALE NTS DATE 02/17/2011 SNEET3 OF 5 SIGNED: 0610312015 R I IL . ti,.OENSF ,s M-TAT OF ; O . s O0R10tNAIL G 6% 5/8" MIN EDGE DISTANCE' 1/4" MAX METAL JLT SHIM SPACE STRUCTURE BY OTHERS I APPROVED SEALANT 8 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR BACKER ROD do APPROVED SEALANT METAL STRUCTURE BY OTHERS SILL TO BE SET IN A BED OF APPROVED SEALANT 4" MAX IM SPACE REVISIONS DESCRIPTION DATE APPROVED REVISED NAME 10/15/13 R.L. REVISED INSTALLATION DETAILS 05/04/15 R.L. 1/4""MAX SHIM SPACE 8 SMS OR INTERIOR SELF DRILLING SCREWS S 5/8" MIN. EDGE DISTANCE I T_ , EXTERIOR METAL BACKER ROD STRUCTURE k APPROVED BY OTHERS SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 7 NOTES 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD. CARROLLTON TEXAS 75006 SERIES GA 195 DESIGNER SH WINDOW 54" X 72" NON —IMPACT INSTALLATION DETAILS DRAWN DWG NO F.A. 08-01218 SCALE NTS 1" 02/17/2011 ISNE-4 OF 5 SIGNED: 0610312015 IL/07j i MSE OF 2 1/2" MIN EDGE DISTANCE CONCRETE/MASONRY BY OTHERS e e e 1 1/4" MIN. OPTIONAL 1X BUCK EMBEDMENT SEE NOTES 3 — 7 SHEET 1 BACKER ROD 1/4" MAX. APPROVED SHIM SPACE SEALANT 3/16" TAPCON n EXTERIOR LJ INTERIOR SILL TO BE SET BACKER ROD IN A BED OF APPROVED SEALANT APPROVED SEALANT j I 11 1/4" MAX OPTIONAL 1X BUCK SHIM SPACE SEE NOTE 3 — 7 SHEET 1 CONCRETE/MASONRY BY OTHERS c e VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION REVISIONS REV DESCRIPTION DATE I APPROVED A REVISED NAME 10/15/13 R L B REVISED INSTALLATION DETAILS 05/04/15 R L. 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE OPTIONAL 1 X BUCK SEE NOTES 3 — 7 SHEET 1 ° INTERIOR 3/16" TAPCON 2 1/2" MIN EDGE DISTANCE EXTERIOR11 BACKER ROD APPROVED SEALANT CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL CONCRETE/MASONRY 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 1001 W. CROSBY RD. CARROLLTON TEXAS 75006 SERIES GA 195 DESIGNER SH WINDOW 54" X 72" NON —IMPACT INSTALLATION DETAILS DRAWN DWG NO F.A. 08-01218 SCALE NTS IDATE 02/17/2011 1SHEET 5 OF 5 SIGNED: 0610312015 o 0 6 *= REv 'F•'c OR1:• e '/i s 0NAL1 aG`\ Florida Building Code Online Page 1 of 3 Eft I .Ali F fl BCIS Home ; Log In I User Registration Hot Topics Submit Surcharge Stats & Facts Publications , FBC Staff I BCIS Site Map I Links Search I rriN N1tl Product Approval r aa^^ttQ s\ USER Public User t.lAvi Protluct Approval Menu > Product or Application Search > Application Lit > Application Detail r • FL # FL15288-R2 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 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 Sections from the Code MI Windows and Doors 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Horizontal Slider Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Luis Roberto Lomas PE-62514 National Accreditation & Management Institute 12/31/2017 Steven M. Urich, PE LJ Validation Checklist - Hardcopy Received FL15288 R2 COI FLCOI.udf Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E1886 2005 ASTM E1996 2002 ASTM E1996 2005 http://www.floridabuilding.org/pr/pi_app_dti.aspx?param=wGEVXQwtDgv3yVVKJZ 1 QR... 6/8/2017 Florida Building Code Online Page 2 of 3 2 1 affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity OYes ONo ON/A FL15288 R2 COC FL15288-COMP.odf Product Approval Method Method 1 Option D Date Submitted 04/30/2015 Date Validated 04/30/2015 Date Pending FBC Approval Date Approved 05/10/2015 Summary of Products FL # Model, Number or Name Description 15288.1 SERIES GA 198 ALUMINUM SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 72X54 HORIZONTAL SLIDER Limits of Use Installation Instructions Approved for use in HVHZ: No FL15288 R2 II 08-00055D.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15288 R2 AE 510059-1C.odf PRESSURE RATINGS Created by Independent Third Parry: Yes 15288.2 SERIES GA 198 ALUMINUM SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 72X54 HORIZONTAL SLIDER Limits of Use Installation Instructions Approved for use in HVHZ: No FL15288 R2 I1 08-00054C.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15288 R2 AE 510058-1C.odf PRESSURE RATINGS. UNITS MUST BE GLAZED IN Created by Independent Third Parry: Yes ACCORDANCE WITH ASTM E1300-04. 15288.3 SERIES GA 198 ALUMINUM XOX SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER HORIZONTAL SLIDER 108X48 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15288 R2 II 08-00056D.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15288 R2 AE 510060-2B.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15288.4 SERIES GA 198 ALUMINUM XOX SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER HORIZONTAL SLIDER Limits of Use Installation Instructions Approved for use in HVHZ: No FL15288 R2 II 08-00057D.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15288 R2 AE 510061-2B.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15288.5 SERIES GA 278 ALUMINUM HORIZONTAL SLIDER SERIES GA 278 ALUMINUM HORIZONTAL SLIDER 84X60 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15288 R2 II 08-00819B.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15288 R2 AE 511362-2B.odf PRESSURE RATINGS. UNITS MUST BE GLAZED IN Created by Independent Third Party: Yes ACCORDANCE WITH ASTM E1300-04. 15288.6 I SSERIES1LIDER GA 7780 PVC HORIZONTAL I SERIES GA 7780 PVC HORIZONTAL SLIDER 72 1/2" X 49 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 QR... 6/8/2017 Florida Building Code Online Page 3 of 3 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15288 R2 Il 08-00153C.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +50/-50 Evaluation Reports Other: FRAME MATERIAL TO BE RIGID PVC FROM VEKA FL15288 RZ AE 11062401.Ddf AAMA CERTIFIED (VK-1) FL15288 R2 AE 510236C.Ddf Created by Independent Third Party: Yes 15288.7 SERIES GA 7780 PVC HORIZONTAL SERIES GA 7780 PVC HORIZONTAL SLIDER 73X49 SLIDER Limits of Use Installation Instructions Approved for use in HVHZ: No FL15288 R2 II 08-00312C.Ddf Approved for use outside HVHZ: Yes Verified By. Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15288 R2 AE 510415-1B.Ddf PRESSURE RATINGS. FRAME MATERIAL TO BE RIGID PVC Created by Independent Third Party: Yes FROM VEKA AAMA CERTIFIED (VK-I) 15288.8 SERIES GA 7780 PVC HORIZONTAL SERIES GA 7780 PVC HORIZONTAL SLIDER 73X49 SLIDER Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS288 R2 II 08-00176C.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +50/-50 Evaluation Reports Other: FRAME MATERIAL TO BE RIGID PVC FROM VEKA FL15288 R2 AE 510263-1B.Ddf AAMA CERTIFIED (VK-1) Created by Independent Third Party: Yes 15288.9 SERIES GA 7780 PVC HORIZONTAL SERIES GA 7780 PVC HORIZONTAL SLIDER SLIDER Limits of Use Installation Instructions Approved for use in HVHZ: No FL15288 R2 II 08-00317C.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15288 R2 AE 510418-1B.Ddf PRESSURE RATINGS. FRAME MATERIAL TO BE RIGID PVC Created by Independent Third Party: Yes FROM VEKA AAMA CERTIFIED (VK-1) back Nett Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovnoht 2007-2013 State of Florida.:: Privacy Statement • Accessibility Statement .. Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic 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: Credita Safe SCCtlrityxi ETRICS' http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgv3yVVKJZ 1 QR... 6/8/2017 L. Roberto Lomas P.E. Engineering Evaluation Report 233 W. Main St. Danville. VA 24541 434-688-0609 rl IomasClrlomaspe.com Manufacturer: MI Windows and Doors LLC 1001 W. Crosby RD. Carrollton, Texas 75006 Product Line: Series GA 198 Aluminum Horizontal Slider 72" x 54" — Non -Impact Report No.: 510058-1 C Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 61 G20-3.005 method 1(d). The product listed herein complies with requirements of the Florida Building Code. Supporting Technical Documentation: 1. Approval document. drawing number 08-00054, Revision C, prepared, signed and sealed by Luis Roberto Lomas P.E 2. Test report No.: CCLI-11-029 signed by Jeffrey Crump Construction Consulting Laboratory, Intemational, Carrollton TX AAMANVDMA/CSA 101/I.S.2/A440-08 Design pressure: +40 Opsf/-50.Opsf Water penetration resistance 6.Opsf 3. Comparative analysis with anchor calculation, report number 510058A, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: See approval document Maximum unit size: 72" x 54" Approved configurations: OX, XO Units must be glazed per ASTM E 1300-04. This product is not rated to be used in the HVHZ. This product is not impact resistant and requires impact protection in wind borne debris regions. Frame material to be extruded Aluminum 6063-T5. Installation: Units must be installed in accordance with approval document, 08-00054, Revision C Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 0\11II11/// N J S R C b q v,•OENSF •d' ` 0,.251 • TAT 0 F • c c. A 0RIDP. is NAI E G` 1111111 Luis R. Lomas, P.E. FL No.: 62514 10/ 25/2013 L. Roberto Lomas P.E. 233 W. Main St. Danville, VA 24541 434-688-0609 rllomas@lrlomaspe.com Manufacturer: MI Windows and Doors LLC 1001 W. Crosby RD. Carrollton, Texas 75006 Engineering Evaluation Report Product Line: Series GA 198 Aluminum Horizontal Slider 72" x 54" — Non -Impact Report No.: 510059-1 C Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 61 G20-3 005 method 1(d). The product listed herein complies with requirements of the Florida Building Code. Supporting Technical Documentation: 1. Approval document. drawing number 08-00055 revision D, prepared, signed and sealed by Luis Roberto Lomas P.E 2. Test report No.: CCLI-11-029 signed by Jeffrey Crump Construction Consulting Laboratory, International, Carrollton, TX AAMA/WDMA/CSA 101/I.S.2/A440-08 Design pressure: +40 0/-50.Opsf Water penetration resistance 6.Opsf 3. Comparative analysis with anchor calculation, report number 510059A, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure. See approval document Maximum unit size- 72" x 54" Approved configurations: OX, XO Units must be glazed per ASTM E 1300-04. This product is not rated to be used in the HVHZ. This product is not impact resistant and requires impact protection in wind borne debris regions. Frame material to be extruded Aluminum 6063-T5. Installation: Units must be installed in accordance with approval document, 08-00055 revision D Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 111111// R • L 0 r, E 1V 51— TAT 0 F OR 1DQ' •G s` is/ONAIIE?` Luis R. Lomas, P.E. FL No.. 62514 10/23/2013 L. Roberto Lomas P.E. 233 W. Main St. Danville, VA 24541 434-688-0609 Manufacturer: MI Windows and Doors LLC 1001 W. Crosby Road Carrollton, TX. 75006 Product Line: Series GA 278 Aluminum HS Window Non -Impact Engineering Evaluation Report Report No.: 511362-2B Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 61 G20-3.005 method 1(d). The product listed herein complies with requirements of the Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-00819 revision B, titled Series GA 278 Aluminum HS Window Non - Impact, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test Report No CCLI-12-151 signed by Wesley Wilson Construction Consulting Laboratory, International, Carrollton, TX AAMA/WDMA/CASA 101/I.S.2/A440-08 Design pressure: t40.Opsf Water penetration resistance 6.Opsf 3. Anchor calculations, report number 511362, prepared, signed and sealed by Luis Roberto Lomas P.E. 4 Comparative analysis report number 511362-1, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: Refer to chart in approval document. Maximum unit size: 84" x 60" Units must be glazed per ASTM E 1300-04. This product is not rated to be used in the HVHZ. This product is not impact resistant and requires impact protection in wind borne debris regions. Frame material to be extruded Aluminum 6063-T5. Installation: Units must be installed in accordance with approval documents, 08-00819 revision B. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 E NSF 051 • llffrr — AT OF O . 0R10P 0NA1L,E? Luis R. Lomas, P E. FL No 62514 10/25/2013 54" MAX HEIGHT Lf AEI O 0 O 0 O O O // o 0 0 o o 10110 0 0 0 0 10 A fJ 2" MAX. WIDTH ELEVATION VIEWED FROM EXTERIOR DESIGN PRESSURE RATING IMPACT RATING 40.0 PSF 50.0 PSF NONE 114.0- d-1- ioressure c-city chart Singe Panel and Total Unit Width (n) Height 12.0 11.0 24.0 30.0 360 in) 24.0 36.0 480 0.0 720 Pos Nag Pos Nay Pos Nag Pos Nay Pos Nay 5 0 400 750 400 750 400 750 400 750 5 0 400 750 400 750 400 750 400 750 5 0 40 0 750 400 750 400 750 400 750W4005040075040075040075D400750 5 0 400 750 400 750 400 655 40 0 60 0 75 0 400 750 400 84 3 4D D 55 4 40 0 50 D Number or anchors required Single Panel and Total UnA NAdlh (n) Height In) 12.0 16.0 210 30.0 1 36.0 240 Head Jamb 36.0 Head Jamb 48.0 Head Jamb 1 40.0 Head Jamb 72.0 Head Jamb 120 2 1 2 1 3 1 3 1 3 1 24.0 2 2 2 2 3 2 3 3 Ji0 2 2 2 2 3 3 4 4 420 2 3 2 3 3 U3 4 5 4 2 3 3 3 3 4 4 4 2 3 3 3 3 4 4 4 EQUALLY SPACED ANCHORS TYP AT HEAD,SILL do JAMBS) B Number ofanchors required REVISIONS DESCRIPTION DATE APPROVED REVISED TO COMPLY WITH 2O07 FBC 8/13/08 R L REVISED PER NEW TESTING 04/22/11 RL REVISED NAME 10/15/13 R L NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2) OPENING TO BE DESIGNED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. OPENING DESIGN IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD 3) CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW 4) WINDOW FRAME MATERIAL TO BE ALUMINUM ALLOY 6063 5) ALL FASTENERS, NUTS AND WASHERS SHALL BE MADE OF CORROSION RESISTANT MATERIAL 6) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 7) INSTALL UNITS IN SPRUCE PINE'FIR USING .120" DIAMETER NAIL OR #8 WOOD SCREW SEE CHARTS FOR NUMBER OF ANCHORS AND MINIMUM EMBEDMENT REQUIRED 8) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN WIND BORNE DEBRIS REGIONS 9) CAULK BEHIND WINDOW FLANGE AT HEAD, SILL AND JAMBS 10) USE CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW. 11) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES, POSITIVE DESIGN PRESSURE IS LIMITED TO 40PSF DUE TO WATER TEST PRESSURE OF 6PSF ACHIEVED IN TEST. 12) IF EXACT WINDOW SIZE IS NOT LISTED USE NEXT LARGER SIZE FOR THE APPROPRIATE DESIGN PRESSURE. 13) 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. 14) UNITS MUST BE GLAZED IN ACCORDANCE WITH ASTM E1300 Single Panel and Total Lind VNdth (in) Height 12.0 16.0 240 30.0 36.0 in) 24.0 Head Jamb 36. 0 Head Jamb 48. 0 Head Jamb 00. 0 Head Jamb 72. 0 Head Jamb 120 2 1 2 2 3 2 4 2 4 3 240 2 2 3 3 5 4 6 5 6 5 36. 0 3 4 4 5 6 6 6 7 10 6 42. 0 3 4 5 6 7 7 9 9 11 10 480 4 5 6 6 6 6 9 9 10 9 61. 0 4 5 6 7 7 6 6 9 9 9 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD. CARROLLTON, TX 75006 SERIES GA 198 HORIZONTAL SLIDER 72" X 54" ELEVATION AND GENERAL NOTES R. L. 1 08 - 00054 SCALE NTS JDATE 1 / 1 2/07 ISHEET1 OF 2 SIGNED' 1011812013 J\ S R I lirO l/ 9TAT 6E OF ; ss/// NALIE G. REVISIONS REV DESCRIPTION DATE APPROVED A REVISED TO COMPLY WITH 2O07 FBC 8/13/08 R L. SHEATHING B REVISED PER NEW TESTING 04/22/11 R LBYOTHERS1-1/2" MIN CAULK EMBEDMENT C REVISED NAME 10/15/13 RL BEHIND FIN FRAMING BY OTHERS PERIMETER INSTALLATION CAULK ANCHOR BY OTHERS WINDOW WIDTH FRAMING 1/4" MAX. BY OTHERS SHIM SPACE FIN TYPE 1/4" MAX SHIM SPACE 1/4" MAX SHIM SPACE — FRAME HEADER INTERIOR 1-1/2" MIN 1-1/2" MIN EMBEDMENT EMBEDMENT SHEATHING IF SHEATHING BY OTHERS BY OTHERS CAULK BEHIND FIN Q CAULK BEHIND FIN INSTALLATION ANCHOR GLAZING TYP. FIN TYPE INSTALLATION ANCHOR EXTERIOR INTERIOR FRAME JAMB PERIMETER CAULK EXTERIOR PERIMETER CAULKWINDOWBYOTHERS HEIGHT BY OTHERS SECTION B-B GLAZING TYP FIN TYPE FRAME SILL PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR 1/4" MAX. SHIM SPACE I 1-1/2" MIN EMBEDMENT SECTION A -A MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD. CARROLLTON, TX 75006 SERIES GA 198 HORIZONTAL SLIDER 72" X 54" INSTALLATION DETAILS DRAWN DWG NO R. L. 08-00054 SCALE NTS DATE 1/12/07 1 SHEET OF 2 Iiro7/,, i f•. EE N sott,,9,s, O? rTATF6 oF, REV i".;F'c OR10;• G AI.E` I. FOR ANCHOR SPACING SEE CHARTS h NOTE 7-- B A -w7 M A: HEIG A 72" MAX WIDTH ELEVATION VIEWED FROM EXTERIOR DESIGN PRESSURE RATING IMPACT RATING 40.0 PSF 50.0 PSF NONE Sn91e Panel end Total UM VMdih (n) Helghl 12.0 ISO 24.0 300 1 360 in) 24.0 36 0 48.0 Boo 720 Poo Nog Pw Nog Pw Nip Pw Nip Pw Nip 12.0 400 750 5 0 400 750 400 75.0 400 750 24.0 400 75 0 5 0 400 750 400 750 400 750 31.0 400 750 50 400 750 400 750 400 750 420 400 75.0 5.0 400 750 400 750 400 750 46.0 400 750 4003750 40 0 75 0 40 0 65 5 40 0 6D 0 54.0 400 750 5 0 400 643 40 0 55 4 40.0 50 0 Singb Panel end Total IJ0 VMth (In) Height 17.0 18.0 24 0 30 0 1 36.0 24.0 Hod Jamb 360 Hud Jamb 480 Hud Jamb 60.0 Hud Jamb 72.0 Had hmb 12.0 2 1 3 1 3 1 4 1 4 2 24.0 2 2 3 2 4 2 4 3 36.0 2 3 3 3 4 4 5 4 420 2 3 S4 3 4 4 4 5 5 48.0 2 3 4 4 4 4 5 5 540 2 3 4 4 4 4 4 4 REVISIONS REV DESCRIPTION DATE APPROVED A REVISED TO COMPLY WITH 2O07 FBC 8/13/03 R.L B REVISED PER NEW TESTING 04/20/11 R.L C REVEIWED PER 2010 CODE 02/15/12 R L D REVISED NAME 10/15/13 R L NOTES. 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENS OF THE FLORIDA BUILDING CODE IT 2) OPENING TO BE DESIGNED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE OPENING DESIGN IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. 4) WINDOW FRAME MATERIAL TO BE ALUMINUM ALLOY 6063 5) ALL FASTENERS, NUTS AND WASHERS SHALL BE MADE OF CORROSION RESISTANT MATERIAL 6) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4" 7) INSTALL UNITS IN SPRUCE PINE FIR USING #8 WOOD SCREW OF SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INSTALL UNITS IN MASONRY/CONCRETE USING 3/16" TAPCON OF SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT AND 2 1/2" MINIMUM EDGE DISTANCE 8) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN WIND BORNE DEBIRS REGIONS. 9) CAULK BEHIND WINDOW FLANGE AT HEAD, SILL AND JAMBS. 10) USE CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW. . 11) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES, POSITIVE DESIGN PRESSURE IS LIMITED TO 40PSF DUE TO WATER TEST PRESSURE OF 6PSF ACHIEVED IN TEST. 12) IF EXACT WINDOW SIZE IS NOT LISTED USE NEXT LARGER SIZE FOR THE APPROPRIATE DESIGN PRESSURE. 13) 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. 14) UNITS MUST BE GLAZED IN ACCORDANCE WITH ASTM E1300-04 SIGNED: 1011812013 MI WINDOWS ANDANDBDOORS LLC S„RAIL/01'// CARROLLTON, 75006TX w•GENSF SERIES GA 198 HORIZONTAL SLIDER '*• 0 5 k: 72 X 54 — + t(yKl ELEVATION AND GENERAL NOTES; STATE OF pR5'0; DRAWN DWG NO. REV 5; R. L. 08-00055 D j0/ONAL ZZII11SCALENTSIDATE1 / 12/07 1SHEET 1 OF 2 II I I I0 - INSTALLATION 2 1/2" MIN ANCHOR EDGE DISTANCE CONCRETE/MASONRY CAULK BETWEEN BY OTHERS WOOD BUCK & MASONRY OPENING ONE BY WOOD Q Q BY OTHERS BUCK BY OTHERS a 1 1/4" MIN CAULK BETWEEN WINDOW Q EMBEDMENT FLANGE & WOOD BUCK ONE BY WOOD — BUCK BY OTHERS PERIMETER CAULK / 1 1/4" MIN EMBEDMENT BY OTHERS MAX SHIM SPACE FLANGE TYPE Q WINDOW FRAME RIGID FILLER INSTALLATION p HEADER ANCHOR 2 1/2- MIN EDGE EXTERIOR INTERIOR DISTANCE p WINDOW CAULK BET WEEN WOOD BUCK & HEIGHT MASONRY OPENING 7T`1T TT I BY OTHERS CONCRETE/MASONRY BY OTHERS GLAZING TYP FLANGE TYPE WINDOW FRAME SILL PERIMETER CAULK BY OTHERS tUmnuummmunlnwnnnwuununmunnnmmnm SILL STOOL BY OTHERS 4 CAULK BETWEEN WINDOW FLANGE PRE CAST SILL WITH VULKEM PRE CAST SILL SECTIONA-A 116 ADHESIVE CAULK OR BY OTHERS APPROVED EQUAL NDOW 1/4" MAX SHIM SPACE INTERIOR REVISIONS REV DESCRIPTION DATE I APPROVED A REVISED TO COMPLY WITH 2O07 FBC 8/13/08 RL B REVISED PER NEW TESTING 04/20/11 R L C REVEIWED PER 2010 CODE 02/15/12 R L D REVISED NAME 10/15/13 RL 1/4" MAX. SHIM FLANGE TYPE — WINDOW FRAME JAMB GLAZING TYP J RIGID FILLER—/ EXTERIOR CAULK BETWEEN WINDOW FLANGE & WOOD BUCK PERIMETER CAULK SECTION B-B BY OTHERS ONE BY WOOD BUCK BY OTHERS 1 1/4" MIN. EMBEDMENT d INSTALLATION ANCHOR p 2 1/2" MIN EDGE d DISTANCE CAULK BETWEEN WOOD BUCK & MASONRY OPENING BY OTHERS CONCRETE/MASONRY BY OTHERS MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD. CARROLLTON, TX 75006 SERIES GA 198 HORIZONTAL SLIDER 72 X 54 INSTALLATION DETAILS DRAWN DINO NO R. L. 08-00055 SCALE NTS DATE 1 / 1 2/07 1 SHEET 2 OF 2 R I1Lro4f p„g25'.it STATE OF ; W: O . SS/ONAL1EaG`\ FOR ANCHOR SPACING SEE NOTES 10 AND 11- SHEET 1 AND CHARTS SHEET 2 B 84' MAX 0 A. WIDTH 42 1/2" MAX SASH WIDTH A O O O O 0 0 O 0 0O o O 571 O MAX SASH HEIGHT 55 3/16" 60' N O O MAX o' O D L 0 HEIG HEIGHT 0 X 0 B 01 1 1O 0 SERIES 2800 ALUMINUM HS WINDOW A J EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 40PSF NONE FOR ADDITIONAL SIZES AND RATINGS SEE CHARTS SHEET 2 APPROVED CONFIGURATIONS, OX, XO Maximum design pressure capacity chart (pal) C.rl.c 91M I1""min""m Nnrlsnnfal C//Alnn Wlndnw. Nnn-Imn.r1 Single Panel and Total Unit Width (m) 11.76 1 17.76 1 23.75 1 29.76 1 35.75 1 42.00 Height in) 23.5 Pos I Meg 36.5 Pos I Meg 47.5 Pos I Meg 59.5 Pos I Nap 71.5 Pos Meg 1 840 I Pos I Nag 11.5 4001 600 400 60.0 4001 60.0 400 80.0 400 8001 40.0 60.0 17.9 400 1 600 400 eo 0 4001 600 400 800 400 6001 400 800 23.5 400 1 800 400 600 4001 600 400 600 400 60.01 400 600 2e5 400 80.0 40.0 60.0 400 600 400 600 400 600 400 600 35.4 40 0 80 0 400 600 400 600 400 800 400 800 400 800 115 00 600 100 600 400 600 400 600 400 600 400 600 47.b 00 600 4110 600 400 600 400 800 40D 60D 400 58D 675 400 60.0 400 600 400 600 40.0 57.0 400 514 40.0 46D a0.0 40.0 60.0 40.0 IF 0 400 57.31 400 48 a 40 0 435 400 4100 Nnmh.r n/ •nrhnre run"Ir."/ /n. ""n11e ,"dnn ad nail Single Panel and Total Unit Width (In) 11.76 1 17.75 23. Im 35.75 42 00 Height In) 23.60 HAS Jamb 3550 HAS amb 47.71.50 HAS Jambmb HAS Jamb 4 His 00 Jamb 11.5 1 1 2 1 3 1 4 1 5 1 17.5 2 2 3 2 4 2 6 2 7 2 235 2 2 3 2 4 2 7 2 a 2 2e.5 2 2 4 2 5 3 a 3 10 3 35.5 3 3 4 3 6 3 D 3 11 3 41.5 3 3 5 3 6 10 13 433547511514a4464aa11612a60.0 4 4 a 5 6 6 10 6 11 6 AX IT Horizon tol 1 al Window Horizontal Call Size Window HorizontalIFD Window VerticalCallSize Window VerticalIFD 2-0 23 1/2 1-0 11 112 3-0 35 1/2 1-6 17 112 4-0 47 1/2 2-0 23 1/2 5-0 59 1/2 2-6 29 1/2 6-0 71 1/2 3-0 35 1/2 SPCL 84 3-6 41 112 4-0 47 1/2 4-6 53 1/2 SPCL 60 Single Panel and Total Lkirt Width (in) 1. Height In) 2350 35.50 4750 so 7150 84.00 S Jam Jamb H S Jamb S JambF32 amb 11.5 1 1 2 1 2 1 2 1 3 1 17.5 1 2 2 2 2 2 2 2 3 2 23.5 1 2 2 2 2 2 2 2 3 22D.6 1 2 2 2 2 2 3 2 4 2 355 1 3 2 3 2 3 3 3 44151323333353 3 2 3 3 3 3 3 5 3 4 2 4 3 44 4 4 4 4 2 4 3 3 4 4 4 REVISIONS DESCRIPTION DATE APPROVED REVEIWED PER 2010 CODE 02/15/12 R L. REVISED NAME 10/15/13 1 RL GENERAL NOTES. 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE. 2) OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. OPENING DESIGN IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD 3) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN WIND BORNE DEBRIS REGIONS 4) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". SHIM WHERE SPACE IS 1/16" OR GREATER OCCURS 5) WINDOW FRAME MATERIAL TO BE ALUMINUM ALLOY 6063-T5 055" THICK 6) USE CAULK BEHIND WINDOW FIN AT HEAD, JAMBS AND SILL 7) USE CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FIN 8) UNITS MUST BE GLAZED PER ASTM E1300 9) WHERE THE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES, POSITIVE DESIGN LOADS WILL BE LIMITED TO 40PSF DUE TO WATER TEST PRESSURE OF 6 0 PSF ACHIEVED IN TEST 10) INSTALL FIN FRAME WINDOW WITH 0120" DIA 5d NAILS WITH A MINIMUM 1-1/2" EMBEDMENT INTO FRAMING LOCATE ANCHORS 6" MAX FROM CORNERS AND AT 7 1/2" MAX 0 C THEREAFTER FOR HEAD AND SILL AND FOR JAMBS AT 6" MAX. FROM CORNERS AND 11 1/2" MAX. O C. THEREAFTER. SEE ANCHOR CHART 11) INSTALL FIN FRAME WINDOW WITH #8 WOOD SCREW OF SUFFICIENT LENGTH TO ACHIEVE MIN. 1-1/2" EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS 6" MAX FROM CORNERS AND 19" MAX O.0 THEREAFTER FOR HEAD AND SILL. AND FOR JAMBS AT 6" MAX. FROM CORNERS AND 19" MAX. 0 C THEREAFTER. SEE ANCHOR CHART 12) IF EXACT WINDOW IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQUIRED. 13) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN, WIND LOAD DURATION FACTOR Cd=16 WAS USED FOR WOOD ANCHOR CALCULATIONS 14) INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES. A WOOD - MINIMUM SPECIFIC GRAVITY OF G=0 42 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD. CARROLLTON TEXAS 75006 SERIES GA 278 ALUMINUM HS WINDOW NON -IMPACT 84" x 60" ELEVATION AND GENERAL NOTES DRAWN DWG NO I REV F.A. 08-00819 B SCALE NTS IDATE 08/04/09 1SHEET 1 OF 2 SIGNED: 1011812013 SHEATHING BY OTHERS CAULK BEHIND FIN — PERIMETER CAULK BY OTHERS FIN TYPE FRAME HEADER GLAZING TYP EXTERIOR FIN TYPE FRAME SILLPERIMETER CAULK— BY OTHERS INSTALLATION / ANCHOR, SEE NOTES) 10 & 11 SHEET 1 CAULK BEHIND FIN SHEATHING BY OTHERS 1-1/2" MIN EMBEDMENT FRAMING BY OTHERS r INSTALLATION ANCHOR, SEE NOTES 10 & 11 SHEET 1 1/4" MAX SHIM SPACE WINDOW HEIGHT INTERIOR 1/4" MAX SHIM SPACE i- 1-1/2" MIN EMBEDMENT SECTION A —A 1-1/2" MIN EMBEDMENT SHEATHING — BY OTHERS CAULK BEHIND FIN , INSTALLATION ANCHOR, SEE NOTES 10 & 11 SHEET 1 PERIMETER CAULK BY OTHERS REVISIONS DESCRIPTION DATE APPROVED REVEIWED PER 2010 CODE 02/15/12 R L REVISED NAME 10/15/13 R L WINDOW WIDTH 1/4" MAX SHIM SPACE 1/4" MAX. SHIM SPACE INTERIOR 1-1/2" MIN. EMBEDMENT 1 SHEATHING BY OTHERS CAULK BEHIND FIN FIN TYPE GLAZING TYP FRAME JAMB INSTALLATION ANCHOR, SEE NOTES 10 & 11 SHEET 1 EXTERIOR PERIMETER CAULK BY OTHERS SECTION B—B MI WINDOo LLC w.cRoseDOORSRD.\\\J\51fk..L04111/ CARROLLTON TEXAS 75006 GENS*' p j *• 0 6 - SERIES GA 278 ALUMINUM HS WINDOW NON -IMPACT 84 T x 60 " INSTALLATION DETAILS o 'GE rr A TAT OF Co) RI'DDRAWNDWGNOREV F.A. 08-00819 B SCALE DATENTS 08/04/09 ISHEET2 OF 2 Florida Building Code Online Page 1 of 4 BCIS Home j Log In I User Registration ' Hot Topl6 Submit surcharge Stats 6 Facts Publications I FBC Staff I BCIS Site Map I Links I Search s Product Approvalr `"dbp, 0 USER: Public User Product Approval Menu > Product or Application Search > Application List > Applintion Detail FL # FL15278-R4 Application Type Revision Code Version 2014 Application Status Approved Comments Archived 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 Fixed Compliance Method Evaluation Report from a Flonda Registered Architect or a Licensed Florida Professional Engineer Z Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License — — PE-62514 — Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Steven M. Unch, PE J Validation Checklist - Hardcopy Received Certificate of Independence FL15278 R4 COI FLC0I.odf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASfM E1886 2005 ASTM E1996 2005 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 QR... 6/8/2017 Florida Building Code Online Page 2 of 4 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 08/31/2015 09/01/2015 09/05/2015 10/16/2015 FL # Model, Number or Name Description 15278.1 SERIES 5610 PVC PW SERIES 5610 PVC PW NI 72X72 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15278 R4 II 08-01929A.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15278 R4 AE 512637A.Ddf PRESSURE RATINGS. FRAME MATERIAL TO BE RIGID PVC Created by Independent Third Party: Yes FROM VEKA AAMA CERTIFIED (VK-1). 15278.2 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 60X60 FIN Limits of Use Installation Instructions Approved for use in HVHZ: No FL15278 R4 II 08-00522C.Ddf Approved for use outside HVHZ: Yes FL15278 R4 II 08-00523C.ndf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FL15278 R4 AE 510820C.Ddf Created by Independent Third Party: Yes 15278.3 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 72X72 and 108X72 FIN Limits of Use Installation Instructions Approved for use in HVHZ: No FL15278 R4 II 08-00488C.Ddf Approved for use outside HVHZ: Yes FL15278 R4 II 08-00489C.Ddf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FL15278 R4 AE 510800C.13df Created by Independent Third Party: Yes 15278.4 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 96X48 FIN Limits of Use Installation Instructions Approved for use in HVHZ: No FL15278 R4 11 08-00520C.odf Approved for use outside HVHZ: Yes FL15278 R4 II 03-00521C.Ddf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FL15278 R4 AE 510819-2D.Ddf Created by Independent Third Party: Yes 15278.5 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 72X72 FLANGE Limits of Use Installation Instructions Approved for use in HVHZ: No FL15278 R4 II 08-00492C.odf Approved for use outside HVHZ: Yes FL15278 R4 II 08-00493C.odf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FL15278 R4 AE 510802C.Ddf Created by Independent Third Party: Yes 15278.6 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 60X60 FLANGE Limits of Use Installation Instructions Approved for use in HVHZ: No FL15278 R4 II 08-00516C.2df Approved for use outside HVHZ: Yes FL15278 R4 II 08-00517C.od( Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FL15278 R4 AE 510817C.Ddf Created by Independent Third Party: Yes 15278.7 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 96X48 FLANGE Limits of Use Installation Instructions Approved for use in HVHZ: No FL15278 R4 II 08-00518D.Ddf Approved for use outside HVHZ: Yes FL15278 R4 II 08-00519D.Ddf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 QR... 6/8/2017 Florida Building Code Online Page 3 of 4 Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FL15278 R4 AE 510818E.Ddf Created by Independent Third Party: Yes 15278.8 SERIES GA 275 THERMALLY BROKEN ALUMINUM PW SERIES GA 275 THERMALLY BROKEN ALUMINUM PW NI 72X72 FIN Limits of Use Installation Instructions Approved for use in HVHZ: No FL15278 R4 II 08-00820B.Ddf Approved for use outside HVHZ: Yes FL15278 R4 II 08-00821B.Ddf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FL15278 R4 AE 511363C.Ddf Created by Independent Third Party: Yes 15278.9 SERIES GA 505 ALUMINUM PW SERIES GA 505 ALUMINUM PW NI 72X72 FIN Limits of Use Installation Instructions Approved for use in HVHZ: No FL15278 R4 II 08-00275C.odf Approved for use outside HVHZ: Yes FL15278 R4 II 08-00276C.Ddf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FL15278 R4 AE 510345C.Ddf Created by Independent Third Party: Yes 15278.10 SERIES GA 505 ALUMINUM PW SERIES GA 505 ALUMINUM PW NI 96X48 FIN Limits of Use Installation Instructions Approved for use in HVHZ: No FL15278 R4 II 08-00277D.odf Approved for use outside HVHZ: Yes FL15278 R4 II 08-00278D.odf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FL15278 R4 AE 510346C.Ddf Created by Independent Third Party: Yes 15278.11 SERIES GA 505 ALUMINUM PW SERIES GA 505 ALUMINUM PW NI 72X72 CHS and 108X72 CHS FIN Limits of Use Installation Instructions Approved for use in HVHZ: No FL15278 R4 II 08-00494C.Ddf Approved for use outside HVHZ: Yes FL15278 R4 II 08-00495C.odf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FL15278 R4 AE 510803C.Ddf Created by Independent Third Party: Yes 15278.12 SERIES GA 7570 PVC PW SERIES GA 7570 PVC PW NON -IMPACT 72X72 FIN Limits of Use Installation Instructions Approved for use in HVHZ: No FL15278 R4 II 08-00290D.Ddf Approved for use outside HVHZ: Yes FL15278 R4 II 08-00291D.Ddf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FRAME MATERIAL TO BE RIGID PVC FL15278 R4 AE 510369C.Ddf FROM VEKA AAMA CERTIFIED (VK-1). Created by Independent Third Party: Yes 15278.13 SERIES GA 7570 PVC PW SERIES GA 7570 PVC PW IMPACT 48X72 FIN Limits of Use Installation Instructions Approved for use in HVHZ: No FL15278 R4 II 08-00371D.Ddf Approved for use outside HVHZ: Yes FL15278 R4 II 08-00372D.Ddf Impact Resistant: Yes Verified By: Luis Roberto Lomas 62514 Design Pressure: +50/-50 Created by Independent Third Party: Yes Other: FRAME MATERIAL TO BE RIGID PVC FROM VEKA Evaluation Reports AAMA CERTIFIED (VK-1). FL15278 R4 AE 510916C.Ddf Created by Independent Third Party: Yes 15278.14 SERIES GA7050 PVC PW SERIES GA7050 PVC PW 72X72 NON -IMPACT FIN Limits of Use Installation Instructions Approved for use in HVHZ: No FL15278 R4 11 08-00496D.Ddf Approved for use outside HVHZ: Yes FL15278 R4 II 08-00497D.Ddf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FRAME MATERIAL TO BE RIGID PVC FL15278 R4 AE 510804C.Ddf FROM VEKA AAMA CERTIFIED (VK-1). Created by Independent Third Parry: Yes http://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ l QR... 6/8/2017 Florida Building Code Online Page 4 of 4 15278.15 SERIES GA7050 PVC PW SERIES GA7050 PVC PW 52 1/2X76 IMPACT FIN Limits of Use Installation Instructions Approved for use in HVHZ: No FL15278 R4 II 08-00155D.edf Approved for use outside HVHZ: Yes FL15278 R4 II 08-01503B.Ddf Impact Resistant: Yes Verified By: Luis Roberto Lomas 62514 Design Pressure: +50/-50 Created by Independent Third Party: Yes Other: FRAME MATERIAL TO BE RIGID PVC FROM VEKA Evaluation Reports AAMA CERTIFIED (VK-1). FL15278 R4 AE 510238E.Ddf Created by Independent Third Party: Yes 15278.16 SERIES GA7050 PVC PW SERIES GA7050 PVC PW 52 1/2X76 IMPACT FLANGE Limits of Use Installation Instructions Approved for use in HVHZ: No FL15278 R4 II 08-00177D.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +50/-50 Evaluation Reports Other: FRAME MATERIAL TO BE RIGID PVC FROM VEKA FL15278 R4 AE S10256D.pdf AAMA CERTIFIED (VK-1). Created by Independent Third Party: Yes 15278.17 SERIES GA7050 PVC PW SERIES GA7050 PVC PW 72X72 NON -IMPACT FLANGE Limits of Use Installation Instructions Approved for use in HVHZ: No FL15278 R4 11 08-00318D.Ddf Approved for use outside HVHZ: Yes FLIS278 R4 11 08-00319D.odf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FRAME MATERIAL TO BE RIGID PVC FL15278 R4 AE 510419C.Ddf FROM VEKA AAMA CERTIFIED (VK-1). Created by Independent Third Party: Yes 15278.18 SERIES GA7050 PVC TRIPLE PW SERIES GA7050 PVC TRIPLE PW NI CONTINUOUS HEAD AND SILL 107 1/2X59 3/4 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15278 R4 II 08-02551A.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15278 R4 AE 513330A.Ddf PRESSURE RATINGS. FRAME MATERIAL TO BE RIGID PVC Created by Independent Third Party: Yes FROM VEKA AAMA CERTIFIED (VK-1). Beck Nert Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone. 850-487-1824 The State of Flonda is an AA/EEO employer. Copyright 2007-2013 State of Florida.: Privacy Statement : Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a mall address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: IMpq M Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ l QR... 6/8/2017 L. Roberto Lomas P.E. 233 W. Main St. Danville, VA 24541 434-688-0609 Manufacturer: MI Windows and Doors LLC 1900 Lakeside Parkway Flower Mound, TX 75028 Product Line: Series GA 275 Aluminum FW Rectangular Series GA 275 Aluminum FW Designer Engineering Evaluation Report Report No.: 511363C Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(d). The product listed herein complies with requirements of the current Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-00820 Revision B and 08-00821 Revision B, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test Report No. CCLI-13-128 signed by Wesley Wilson Construction Consulting Laboratory, International, Carrollton, TX. AAMA/WDMA/CASA 101/I.S.2/A440-08 Design pressure: t40.Opsf Water penetration resistance 6.Opsf 3. Comparative analysis with anchor calculations, report number 511363-1A, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: Refer to chart in approval documents. Maximum unit size: 72" z 72" Units must be glazed per ASTM El300-04. This product is not rated to be used in the HVHZ. This product is not impact resistant and requires impact protection in wind bome debris regions. Frame material to be extruded Aluminum 6063-T5. Installation: Units must be installed in accordance with manufacturer's installation instructions and approval documents, 08-00820 Revision B and 08-00821. Revision B. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listedproduct(s). C:/' o • ATE OF46 0 R 10 •G' S ONAL//111110? 1 of 1 Luis R. Lomas, P.E. FL No.: 62514 08/ 28/2015 72" MAX FRAME ' WIDTH6" MAY 20" VAX 0C 6" MAY 20" MAX n c, AX AME IGHT I MAX I SERIES GA 275 ALUMINUM FW RECTANGULAR EXTERIOR VIEW DESIGN PRESSURE RATING I IMPACT RATING t40.OPSF I NONE 6" MAX RE V SIONi REv DESCRIPTION DATE APPROVED A RFVISFD NAME 10/22113 R 1 R RFMSED INSTALLATION DETAILS 05/21/15 RI NOTES THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANU=ACTURED TO COMPLY WITH CC CHART SHEET 2 REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR RLQUIRED 2 NOOD FRAVIN'G AND MASONRY OPENING TO BE D-S'GNLD A'ND ANCHORED 10 PROPEPL NUfV.RFR OF ANCHORS TRANSFER ALL LOADS TO STRUCTURE FRAMING AND MASONRY OPENING IS 111E RESPONSIBILITY OF THE ARCHITFCI OR ENGINEER OF RECORD. 3 BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAF FULL FRAME SUPPORT IS PROVIDED, 4 SHIM AS NEEDED WITH LOAD BEARING SHIMS SHIM WHERE SPACE OF 1/1.6" OR GREATER OCCURS MAXIMUM A._I.OWABI F SHIM STACK TO BE 1/4" 5 SHIMS SHALL BE LOCATED. APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSFAINNG APPLICADLE LOADS G WIND LOAD DURATION FACTOR Cd=1.5 WAS USED rOR WOOD ANCHOR CALCULATIONS f RAME MAICRIAL EXTRUDED RIGID PVC, 8 UN TS MUST RF I,I_AZFD PER ASTM F1300 04 9 APPROVED IMPACT PPOTCCTIVC SYSICM IS RLQUIRCD FOR fil15 PRODUCT IN WIND DORNC DFRRIS REGIONS 10 FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 8O NAIL OR I/!i WOOD SCREWS WITH SUFFI(:IENT IFNGTH TO ACHIFVF A 1 1/4- MINIMUM FMBEDMFNT INTO SUBSTRATE, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS 11 ALL FASTENERS TO BE CORROSION RESISTANT 12 1NSTALIATION ANCHORS SH.ALI_ RE INSTALLED IN ACC:OR,,ANCE WITH ANCHOR MANU"A.CTURER'S 1'4STALLA-1ON INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH SIRLNCTHS LESS THAN IIIL MINIMUM STRLNGfN SPLCIFILD ULLO`+'J A W'OOP,, — MINIMUM SPECIFIC GRAVITY OF G=0.42 13 CEOMCTRIC SUAPCS ARE ALSO APPROVED APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT, FXCFED INSCRIHI-D DMENSIONS OF APPROVED RECTANCULAR ASSEMNIY SHOWN IN SHEET I TAN E 0r CONTENTS jSHEEF NO I DESCRIPTION I CLEVA [ION AND NOTES 2 CHARTS 3 INSTALIATON DEIAIIS MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES GA 275 ALUMINUM FW RECTANGULAR NON —IMPACT 72" X 72" NOTES DRAWN we IN) F.A. 08-00820 SCALE NTS f" 08/04/09 1 `"`-ET 1 OF 3 SIGNED: 0813112015 I\0ENS'9a' 0,.8125 .. TTAAATTE OF ;CC Rry 0 E` 'ctOR10• e I Marrs- 7ndt Frame Frame width (in) Height 113 17.5 23.5 295 35.5 41.5 47.5 53.5 59.5 53.5 72.0 Ilnl PoolNap Pos Nep Pos Nap Pos Nep Pos Nap Pos Nog Pos Nap Pos Nap Pos Nap Pos Nap Pox Nap 11.3 400 600 400 600 400 800 400 600 400 600 400 600 400 600 400 600 400 600 400 600 400 600 17.3 400 fi00 400 600 400 600 400 600 400 600 400 600 400 600 400 600 400 600 400 600 400 600 23.5 400 600 400 600 400 G00 40C 600 400 600 400 600 400 600 400 600 400 600 400 600 400 600 29.3 400 600 400 600 400 600 400 600 400 600 400 600 400 600 400 600 400 600 400 600 400 600 355 400 600 400 600 400 600 400 600 400 600 400 600 40.0 600 400 600 400 57.8 400 556 400 538 41.5 400 600 400 600 400 600 400 600 400 600 400 600 400 600 400 567 400 533 400 508 400 467 47.5 400 600 400 600 400 60.0 400 600 400 600 400 600 400 600 400 545 400 50.5 400 476 400 452 53.5 400 600 400 600 400 600 400 600 400 600 400 567 400 545 406 538 400 48.9 400 455 400 42.8 59.5 400 600 400 600 400 60.0 400 600 400 578 400 533 400 505 400 489 400 48.4 400 443 400 412 65.5 400 600 400 600 400 600 400 600 400 556 400 508 400 476 400 455 400 443 400 44,0 400 403 72.0 400 600 400 600 400 600 400 60.0 400 538 400 487 400 452 40.0 428 400 412 400 403 400 400 Number of anchors required Frame Rama width (In) 11olpht 11.3 17.3 27.5 29.5 355 415 47.5 57.5 59.5 85.3 72.0 In) HLS amb Hi3 amb HLS amb HLS amb His Jamb] HLS JambI His Pamb HLS Jamb His Pamb His Jemb Ht5 Pa.b 11.5 1 1 2 1 2 1 2 1 3 1 3 1 3 1 4 1 4 1 4 1 4 1 17.5 1 2 2 2 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 4 2 235 1 2 2 2 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2 29.5 1 2 2 2 2 2 2 2 3 2 3 2 4 2 4 2 5 2 5 2 6 2 35.5 1 3 2 3 2 3 2 3 3 3 3 3 4 3 5 3 5 3 5 3 6 3 41.5 1 3 2 3 2 3 2 3 3 3 3 3 4 3 5 3 5 3 5 3 6 3 47.5 1 3 2 3 2 3 2 4 3 4 3 4 4 4 1 5 4 5 3 5 3 6 3 53.5 1 4 2 4 2 4 2 4 7 5 3 5 4 5 5 5 5 4 5 4 6 4 393 1 4 2 4 2 4 2 5 3 5 3 5 3 5 4 5 5 5 5 5 6 4 85.5 1 4 2 4 2 4 2 5 3 5 3 5 3 5 1 4 1 5 15 5 5 5 6 5 72.0 1 4 2 4 2 5 2 6 3 8 1 3 6 3 8 1 4 1 8 1 4 6 5 6 6 6 REW;ION i REV DESCRIPTION CATE ARc40VE0 A. RCMSCD IJ,441F L 13 R I R I RFVISFD INSTAL L.ATION DETAILS D5/21/IS I RI crizcnIcl I I VerIJc0/ Window Window Hodzonlall Hodzonlal Call Size IFD Window Vertical Call Size Window Verllcal IFD 1-0 11 112 1-6-1 17 112 -- 1-0 11 112 1-6 1711112 2-0 23 1/2 2-6 f 29 1/2 3-0 35 119 2-0 23 1/2 2-6 3-0 29 112 35 1/2 3-641 1/2 0 - r47 -1/2 3- 6 4- 0- 41 1/2 47 1/2 4- 6 53 1/2 5- 0 j 59 1/2 4- 6 53 1/2 5- 0 59 1/2 5 6 65 1/2 5 6 65 1/2 SPCL 72 SPCL 72 SIGNED: 0813112015 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY 011111/ I/1/// 5R , Tl i ENS FLOWERMOUND, TX 75028 9'p SERIES GA 275 ALUMINUM FW RECTANGULAR 0y6 25 NON - IMPACT X 72" AT DESIGNPRESSUREANDDANCHORCHARTSIATOF OF0a ORIQ• ORANNF. A. L` W0 IJO 08- 00820 Rt\• B s • • •' !G\\\\ AL SCALE NTS IOA" 08/04/09 1111EIT2 OF 3 REV 510115 REV DESCRIPTION CATE ARF OVED 4 RFVI SFr) NAME 1 10/22/13 R I 1 114" MIN B Rr VISFD INSTAIIATION DFTMIS 05/21/15 RI_ I3EDIvtENr APPPOVFD — CM( WOOD SEALANT (' i FRAMING 13E111ND FIN Y ' BY ofHFRS 4 MAN SHIM SPACE 8' MIN DGE DISTANCE - 1/s Mnx WOOD I R,AM'NS - -"1 SHIM SPACE8DtJAORd/ BY 07HFR„ \ 16 wooD sr_ aFw 8D NAIL OR 1 / WOOD SCREW J,l/ iINTERIOR 1 1/4 \ EXTERIOR INTERIOR IN I j crrulEDMCJr 1 APPROVED - SEALANT BEHIND FIN 3i8" MIN EXTERIOR EGGCDISTANCEI I; a MAX JAMB INSTALLATION DETAIL SHIM SPACE WOOD FRAMING OR 2X BUCK INSTALLATION 3/ 8" MIN J DGL DISTANCE 8D NAIL OR = 6 WOOD SCREW ,/ _ _ _ 1 1 /4" MRJ " WOOD EMBEDME14T FRAMING APPROVI D - l BY OTHERS SFALAN r VERTICAL CROSS SECTION BEHIND FIN WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 08/31/2015 MI WIN1DOWaKEA NDPAD00RS LLC \``\\`sR L/p900 ,,/ FLOWER MOUND, TX 75028 \\y •cENs qs'y SERIES GA 275 ALUMINUM FW RECTANGULAR _ *• 1 0 5 NOTES: NON -IMPACT 72" X LS = o. ?` 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, INSTALLATION DETAILSA 00• $ AT OF tV\ NOT SHOWN FOR CLARITY. i.P• A' . 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE I; FtnwN D.wcNn . J O R1D. DESIGNED IN ACCORDANCE WITH ASTM E2112 cAlE NTS pA'E 08 /04/09 08 50"`- 0E8300F 3 NAt 6 1 d I Imo' MAX FRAME WILITH 1.20" MAX 0 C MAX FRAME 6" MAX x 6" MAx-}---I MAX U.0 i--+6" MAX SERIES GA 275 ALUMINUM FW DESIGNER EXTERIOR VIEW DESIGN PRESSURE RATING j IMPACT RATING t40.0PSF NONE I S IEEI NO I 2 3 SEE CHART ',HEFT 2 FOR REQUIRED NUMBER OF ANCHORS REVSIONS REV DESCRIPTION CATE APPROVED A REVISED NAMF —_-_ _ tD/2:/13R`___—___ r1 REVI;FD INSTALIATION DETAILS j 05/21/15 RL NOIES THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2 WOOD FRAMING AND MASONRY OPENING 10 BE DESIGNED AND ANCHOkED IO PROPERLY TRANSFER ALL LOADS 10 3TRUCTURC IRAMING AND MASONRY OPLNING IS 1HL RESPONSIBII_ ITl OF THE ARCHITECT OR ENGINEER OF RECORD. 3 BUCKS SHALL EXTEND BEfOND WINDOW INIERIOR FACE SO THAI FULL FRAME SUPPORI IS PROVIDED. 4 SHIM AS NEEDED WITH LCAD EEARING SHIMS SHIM WHERE SPACE OF 1/'G" OR GREATER OCCURS MAXIMUM A_LOWABLE SHIM STACK TO BE 1/4" 5 SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS 6 WIND LOAD DURATION FACTOR Cd-16 WAS USED FOR WOOD ANCHOR CALCULATIONS. RAML MAILRIAL LXTRUDLN RIGID PVC 8 UNITS MUST BE GLAZED PER ASTM E1300-04 9. APPROVED IMc'ACT PPOTECTIVC SYSTEM ISEEQUIIED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS, 10 FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USF 8C NAIL OR #6 WOOD SCREWS WITH SUFFICIENT 1FNGTH TO ACHIFVE A 1 1/4" MINIMUM EMBEDMFNT NTO SUBSTRATE LOCATE' ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS T I ALL FASTENERS TO BE CORROSICN RESISTANT. 12 INSTALIATION ANCHORS SHALL BE INSTALLED IN AC(:ORDANCE 'NITH ANCHOR MANUrACTURER' S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT DE USED IN SUBSTRAILS WITH SIRLNGTHS LESS THAN 111E IdI+JIMUM SIRENCrII SPLCIFILD Li -LOIN A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0A2 13 GEOMETRIC SHAPCS ARE ALSO APPROVED APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT FXCEED INSCRIBED D MF_NSIONS OF APPROVED RECTANGULAR ASSLMHLY SHOWN IN SHEET 1 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 TABI E OF CONTENTS SERIES GA 275 ALUMINUM FW DESIGNER DESCRIPTION NON - IMPACT 72" X 72" NOTES ELEVAT ON AND NOTES HARTS INSIALATION CFIAIIS CRAWN WC NO F. A. 08-00821 SCALE NTS CA" 08/04/09 1 SHEET OF 3 SIGNED: 0813112015 GENSF gip SE W` p0 • AT OF RLv ' ' O(ORIO'• B 0 Marlmrrm An•!nn niwecrrra a lfv nharl /n.dl Frame From. width (In) Bight 11.5 17.5 235 293 355 41.5 47.5 535 595 655 72.0 In( Poe Nap Pos Nap Poe I Ng I Pas Nap Pos Nay I Pas I Nap Pos Nap Poo Nap Pos Nap I Poa Nap Poe Nap 11.5 400 6001 400 6001 4001 W01 400 600 400 6001 400 600 400 600 400 600 400 600 400 600 400 600 175 400 6001 400 6001 4001 6001 400 600 400 6001 400 600 400 6001 400 600 400 6001 400 600 400 600 235 4" 6001 400 6001 400 1 600 400 600 400 6001 400 600 400 6001 400 600 400 6001 400 600 400 600 295 400 6001 400 600 4001 600 400 600 400 6001 400 600 400 6001 400 600 400 6001 400 600 400 600 355 400 600 400 600 400 600 400 600 400 100 400 600 400 600 400 600 400 578 400 556 400 538 415 400 600 400 600 400 600 400 600 400 600 400 0 400 600 400 567 400 533 400 508 400 487 47.5 400 600 400 600 400 60.0 400 600 400 600 400 600 400 600 400 545 400 50.5 400 476 400 452 53.5 400 600 400 600 400 600 400 600 400 600 400 567 400 54.5 400 536 400 489 400 455 400 42.0 59,5 400 600 100 600 400 60.0 400 600 400 578 100 533 40.0 505 100 489 400 464 400 443 400 412 63.3 400 800 400 600 100 600 AO 600 400 558 400 508 400 47.6 400 455 400 443 400 14,0 400 403 72.0 400 600 400 600 400 600 400 600 400 538 400 48.7 400 452 400 428 400 472 400 403 400 400 Number of anchors required Frame From* width On) Wight 115 17.5 23.5 29.5 J35 11.5 47.5 53.5 595 03.3 72.0 In) HLS amb Hd5 amb His Prabj H65 Jamb HLS amb HLS Jamb H25 Parabi HiS Jamb Nis PombI Hd5 Lamb HAS Jamb 11.5 1 1 2 1 2 1 2 1 3 1 3 1 3 1 4 1 4 1 4 1 4 1 17.5 1 2 2 2 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 4 2 23.5 1 2 2 2 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2 29.5 1 2 2 2 2 2 2 2 3 2 3 2 4 2 4 2 5 2 5 2 6 2 35.5 1 3 2 3 2 3 2 3 3 3 3 3 4 3 5 3 5 3 5 3 6 3 41.3 1 3 2 3 2 3 2 3 3 3 3 3 1 3 5 3 5 3 5 3 6 3 47.5 1 3 2 3 2 3 2 4 3 4 3 4 4 4 5 1 5 3 5 3 6 3 53.5 1 4 2 4 2 4 2 4 3 5 3 5 4 5 5 5 5 4 5 4 6 4 595 1 4 2 4 2 4 2 5 3 5 3 5 3 5 4 5 5 5 5 5 6 4 65.5 1 4 2 4 2 1 2 5 3 5 3 5 3 5 4 5 5 5 5 5 6 5 770 1 4 2 4 2 5 2 6 3 8 3 8 3 8 1 4 1 8 1 4 1 6 1 5 6 8 6 REVISIONS RR' LESCRIPTION CATE AFPPOVED- IARfV1SEDNAMFRL D 1 RFVISFD INSTAI_IAT10N DFTPA S 05/71 /' S R L lotizont0/ I P_r /,70/ WindowWindow Window Window Horizonte) Horizontal Vertical Vertical Cell Size I F D Call Size I F D 1-0 11 112 1-0 11 1/2 1-6 17 112 1-6 1 17 1 /2 2-0 23 112 2-0 1 23 1/2 2-6 29 1/2 2 6 29 1/2l 3-0 1 35 112 3-0 35 1/2 3-6 41 112 3-6 1 41 1/2 4-0 47 1/2 4-0 I 47 1/2 4-6 1 53 1/2 4-6 53 1/2 5-0 59 1/2 5-0 59 112 5-6 65 1/2 5 6 65 112 SPCL I 72 SPCL 72 SIGNED: 0813112015 MI WINDOWS ANDDOORS LLC vt 1900 LAKESIDE 0 FLOWER MOUND, TX 75028 V GENSF •+ SERIES GA 275 ALUMINUM FW DESIGNER*• 0 5yC * NON -IMPACT 72" X 72" y s»ioa` DESIGN PRESSURE AND ANCHOR CHARTS 0• AT OF ORANN CWO NO Rib S'IORID' 08 500821 a ONAL1Ea` A. nATrNTS - 08/04/09 2 OF 3 APPROVED SEALANT BLICND FIN 3/8" MIN EDGE DISTANCE 8D NAIL OR Ne WOOD CREW EXTERIOR I 1 %A• \Ail.. INTERIOR WOOD FRAMING BY OIHFRS 1/4" MAX SHIM SPACE REVISION-1 RCV DESCP.IPTION DATE APPPOVED A REV19FD NAMF 10/79/'3 RI D RLVISFO INSTALIAT'ON DETAILS 05/71/15 RL WOOL) I f:AfdlNC 1/4" MAX BY CIHFRI; SHIM BPA.'.'F SD NAIL OR / 6 WOOD SCREW INTERIOR 1 1/a" I ti MIN FMr?LI:'MLNl A'r-RO`LU — SFAIANT BEHIND FIN 3/8" MIN -- EXTERIOREDGEDISTANCE wl - - JAMB INSTALLATION DETAIL SHIM SPACE WOOD FRAMING OR2XBUCK INSTALLATION T 3/ 8" MIN EDGE DI'_IANCE 8D NMI- OR pe WOO WOOD SCRE'; 1 1 1 4" MIN FRAMING APPROVED EMBED6aENT BY OTHERS SEALANT VERTICAL CROSS SECTION B EI I I N D I -I N WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 0813112015 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 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES GA 275 ALUMINUM FW DESIGNER NON — IMPACT 72" X 72" INSTALLATION DETAILS DRAWN ; iWC NO F. A. 08-00821 SCALE NTS IPATE 08/04/09 11HEET3 OF 3 OTS 5: ZORIDt• i; AL s1111EaG\ Florida Building Code Online Page ] of 3 BCIS Home 1 Log In I User Registration Hot Topic Submit Surcharge Stats h Facts Publications FBC Staff I BCIS Site Map I Links Search dbprW Product Approval USER. Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15333-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived LE 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 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Steven M. Unch, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL15333 R2 COI FLCOI.odf Standard AAMA 450 AAMA 506 ASTM E1886 ASTM E1996 CODE SECTION 1710.5.3 Year 2006 2008 2005 2002 2014 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWIe... 6/8/2017 Florida Building Code Online Page 2 of 3 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 06/19/2015 06/29/2015 07/05/2015 08/19/2015 FL # I Model, Number or Name Description 15333.1 1 1/8" x 4" STRUCTURAL MULLION 1 1/8" x 4" STRUCTURAL MULLION HORIZONTAL HORIZONTAL Limits of Use Installation Instructions Approved for use in HVHZ: No FL15333 R2 II 08-00907C.0f Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: FL15333 R2 AE 511458C.Ddf Created by Independent Third Party: Yes 15333.2 1 1/8" x 4" STRUCTURAL MULLION 1 1/8" x 4" STRUCTURAL MULLION VERTICAL VERTICAL Limits of Use Installation Instructions Approved for use in HVHZ: No FL15333 R2 II 08-00906C.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: FL15333 R2 AE 511457C.Ddf Created by Independent Third Party: Yes 15333.3 1442 AND 5348 HORIZONTAL MULLION 1442 AND 5348 HORIZONTAL MULLION SINGLE WITH TRANSOM Limits of Use Installation Instructions Approved for use in HVHZ: No FL15333 R2 II 08-00138D.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15333 R2 AE 510219D.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15333.4 1442, 1448, 5348 AND 5548 1442, 1448, 5348 AND 5548 VERTICAL MULLION VERTICAL MULLION Limits of Use Installation Instructions Approved for use in HVHZ: No FL15333 R2 fI 08-00139D.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports _ Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15333 R2 AE 510220D.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15333.5 1445, 1447, 5347 AND 5547 HORIZONTAL MULLION 1445, 1447, 5347 AND 5547 HORIZONTAL MULLION SINGLE WITH TRANSOM Limits of Use Installation Instructions Approved for use in HVHZ: No FL15333 R2 II 08-00140D.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15333 R2 AE 510221D.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15333.E 1445, 1447, 5347 AND 5547 1445, 1447, 5347 AND 5547 HORIZONTAL MULLION TWIN HORIZONTAL MULLION WITH TRANSOM Limits of Use Installation Instructions Approved for use in HVHZ: No FL15333 R2 II 08-00141D.Ddf Approved for use outside HVHZ: Yes Venfied By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15333 R2 AE 510222D.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15333.7 1445, 5347 AND 5547 VERTICAL 11445, 5347 AND 5547 VERTICAL MULLION http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtH85 72gvdWIe... 6/8/2017 Florida Building Code Online Page 3 of 3 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15333 R2 Il 08-00142D.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15333 R2 AE 510223D.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15333.8 1445-2, 1447-2 AND 5347-2 HORIZONTAL MULLION 1445-2, 1447-2, AND 5347-2 HORIZONTAL MULLION SINGLE WITH TRANSOM Limits of Use Installation Instructions Approved for use in HVHZ: No FL15333 R2 II 08-00143D.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15333 R2 AE 510224D.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15333.9 1445-2, 1447-2, 5347-2 AND 1445-2, 1447-2, 5347-2 AND 5547-2 HORIZONTAL 5547-2 HORIZONTAL MULLION MULLION TWIN WITH TRANSOM Limits of Use Installation Instructions Approved for use in HVHZ: No FL15333 R2 II 08-00144D.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15333 R2 AE 510225D.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15333.10 1445-2, 5347-2 AND 5547-2 VERTICAL MULLION 1445-2, 5347-2 AND 5547-2 VERTICAL MULLION Limits of Use Installation Instructions Approved for use in HVHZ: No FL15333 R2 II 08-00145D.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15333 R2 AE 510226D.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15333.11 1X3 STRUCTURAL TUBING 1X3 STRUCTURAL TUBING MULLION VERTICAL MULLION VERTICAL Limits of Use Installation Instructions Approved for use in HVHZ: No FL15333 R2 II 08-00668C.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15333 R2 AE 511127C.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone, 850-487-1824 The State of Flonda Is an AA/EEO employer. Coovnaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mad to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Flonda Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with 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 arc a licensee under Chapter 455, F.S., please click here . - Pmduct Approval Accepts: Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH85 72gvdWIe... 6/8/2017 L. Roberto Lomas P.E. 233 W. Main St. Danville, VA 24541 434-688-0609 Manufacturer: MI Windows and Doors LLC 1001 West Crosby Rd. Carrollton, TX 75006 Product Line: 1442, 1448, 5348 and 5548 Vertical Mullion Engineering Evaluation Report Report No.: 510220D Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61G20-3.005 method 1(d). The product listed herein complies with requirements of the current Florida Building Code. Product description: Mullion: Extruded aluminum 1" x 2 1/2" 6005-T5, part number 1442, 1448, 5348 and 5548 Mullion Clio: Extruded aluminum 6005-T5, part number 1320, 1330, 1438 and 1439 Supporting Technical Documentation: 1. Approval document: drawing number 08-00139 Revision D, prepared, signed and sealed by Luis Roberto Lomas P.E 2. Mullion structural analysis and anchor calculations report No. 510212E prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: Refer to approval document Maximum unit sizes Refer to approval document Units attached to mullion must have their own separate approval. Units may be mulled indefinitely as long as maximum unit size is not exceeded. This product is not rated to be used in the HVHZ. This product is impact resistant and does not require impact protection in wind bome debris regions, up to wind zone 3. Design pressure of mulled units shall be controlled by the lesser design pressure of the assembly components; the mullion or the individual units Installation: Mullions must be installed in accordance with approval document 08-00139 Revision D. Window units must be installed to substrate according to the manufacturer's installation instructions and/or approval documentation. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 I1111111/// N JR L Q i i OENSF9` P` 051 ' k TAT OF .• c, i 0 ORIOP• i'• ONAL. 1E Luis R. Lomas, P.E. FL No.: 62514 06/ 17/2015 L. Roberto Lomas P.E. 233 W. Main St. Danville, VA 24541 434-688-0609 Manufacturer: MI Windows and Doors LLC 1001 West Crosby Rd. Carrollton, TX 75006 Product Line: 1445, 5347 and 5547 Vertical Mullion Engineering Evaluation, Report Report No.: 510223D Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61G20-3.005 method 1(d) The product listed herein complies with requirements of the current Florida Building Code. Product description: Mullion: Extruded aluminum 1" x 4" 6005-T5, part number 1445, 5347 and 5547 Mullion Clip: Extruded aluminum 6005-T5, part number 1320, 1330, 1438 and 1439 Supporting Technical Documentation: 1. Approval document: drawing number 08-00142 Revision D, prepared, signed and sealed by Luis Roberto Lomas P.E 2. Mullion structural analysis and anchor calculations report No. 510215A prepared signed and sealed by Luis Roberto Lomas P E. Limitations and Conditions of use: Maximum design pressure: Refer to approval document Maximum unit sizes: Refer to approval document Units attached to mullion must have their own separate approval. This product is not rated to be used in the HVHZ. This product is impact resistant and does not require impact protection in wind borne debris regions, up to wind zone 3 Design pressure of mulled units shall be controlled by the lesser design pressure of the assembly components; the mullion or the individual units Installation: Mullions must be installed in accordance with approval document, 08-00142 Revision D. Window units must be installed to substrate according to the manufacturer's installation instructions and/or approval documentation. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 g R • L 0 C E N SF "9`t'' VTO ct F'. L0R14P- lIIII Luis R. Lomas, P.E. FL No.: 62514 06/15/2015 NOTES- 1 ) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 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. 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. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3. DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO MULLION WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY GENERAL ALUMINUM DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW OR DOOR UNIT. UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN. MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT DESIGN PRESSURE TABLE INSTRUCTIONS. 1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 15. 2) DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED SEE FORMULA FOR TRIBUTARY WIDTH. 3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT THE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP 1 TRIBUTARY WIDTH = W1 + W2 2 TABLE OF CONTENTS SHEET NO DESCRIPTION 1 NOTES 2 CONFIGURATIONS AND DP CHART 3 INSTALLATION DETAILS 4 COMPONENTS REVISIONS REV DESCRIPTION DATE I APPROVED A REVISED TO COMPLY WITH 2O07 FBC 01/06/09 RL B REVISED NOTES AND CHART 03/12/12 R L C REVISED NAME 10/15/13 R L D REVISED INSTALLATION DETAILS 06/15/15 R L. ANCHORING NOTES' 1) FOR ANCHORING INTO MASONRY USE FOUR (4) 3/16" MASONRY ANCHORS WITH A MINIMUM SHEAR CAPACITY OF 305LBS, AT EACH END OF MULLION WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATION DETAILS. 2) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE FOUR (4) #10 WOOD SCREW, AT EACH END OF MULLION WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8-- MINIMUM EMBEDMENT INTO SUBSTRATE AND 1/2" MINIMUM EDGE DISTANCE, LOCATE ANCHORS AS SHOWN IN ELEVATION DETAILS. 3) FOR ATTACHING WINDOW UNITS TO MULLION USE #8 SMS SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE MULLION WALL LOCATE SCREWS AS SHOWN IN ANCHOR ELEVATION. 4) FOR WINDOW UNITS ANCHORING SCHEDULE REFER TO WINDOW APPROVED INSTALLATION INSTRUCTIONS 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. MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON. TX 75006 1442, 1448, 5348 AND 5548 VERTICAL MULLION GENERAL NOTES DRAWN DWI; NO F.A. 08-00139 KALE NTS DATE 01 /06/09 1SHEET 1 OF 4 SIGNED: 0611612015 RI I I- - pEIq `P b TAT E OF ; RLv %'F•'(OR141• D 101VAi,EaG\ 192" COMBINED WIDTH W1 y W2 F 96" FRAME HEIGHT WINDOW WINDOW MULLION SPAN) J 192" COMBINED WIDTH W1 -I[- W2 - 9 J/ FRAME WINDOW HEIGHT WINDOW MULLION SPAN) J 192" COMBINED WIDTHF_ W2 96" W1 J WINDOW J FRAME HEIGHT WINDO IL WINDOIA MULLION SPA II W2- W1L7COMBINED192" WIDTH 192" COMBINED WIDTH W1-I[-W2- 9 IINDOWFRAMEWINDOW HEIGHT MULLION SPAN) J FWI 192" COMBINED WIDTH W2 96" J / WINDOW J FRAME HEIGHT WINDOW WINDOW MULLION SPA W1 / If-- W2 - 192" COMBINED WIDTH Design pressure rating s REVISIONS REV DESCRIPTION DATE APPROVED A REVISED TO COMPLY WITH 2O07 FBC 01/06/09 R L B REVISED NOTES AND CHART 03/12/12 R L. C REVISED NAME 10/15/13 R L. D REVISED INSTALLATION DETAILS 06/15/15 R L. 192" COMBINED WIDTHF_ W2 96" J J WINDOW l FRAME HEIGHT WINDOW WINDOW MULLION SPAN) I W1 W2 - 192" COMBINED WIDTH APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 192"AS SHOWN HEREIN Mullion Tributary width In) span (In) 16.00 24.00 30.00 36.00 42.00 48.00 54.00 60.00 66.00 78.00 84.00 90.00 96.00 24.00 130.0 130.0 130.0 1300 1300 1300 1300 1300 1300 130.0 130 0 1300 130.0 30.00 1300 1300 130 0 1300 1300 1300 1300 1300 1300 1300 1300 1300 1300 36.00 1300 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 1300 1300 130.0 130.0 42.00 1300 1300 130.0 130.0 1300 1300 1300 1300 1300 1300 1300 1300 1300 48.00 130 0 130.0 130.0 130.0 130.0 129.6 1296 129.6 129.E 1296 1296 1296 1296 54.00 1300 126.3 105 9 936 862 1 82.2 809 809 809 80.9 80.9 80.9 809 60.00 1175 907 753 658 597 55.9 538 531 531 531 531 53 1 531 66.00 877 67.3 55.6 48.1 43.2 39.9 37.8 366 36.3 36.3 363 363 36.3 72.00 672 514 422 363 323 296 277 26 5 258 2,56 256 256 256 78.00 52.7 402 329 281 249 226 210 199 192 186 186 186 186 64.00 420 320 261 222 196 177 164 154 147 139 138 138 138 90.00 341 259 211 179 157 142 130 121 115 107 105 105 105 96.00 280 1 213 173 146 128 115 105 LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 1442, 1448, 5348 AND 5548 VERTICAL MULLION CONFIGURATIONS AND CHART F.A. 108-00139 SCALE NTS DATE 01 /06/09 SHEET 2 OF 4 SIGNED: 0611612015 5`1R I IL o ///// v,•v ENSF7il+'• oTATR F ; tv` i ie•• F REv i F•.OR1:• D 10. PART NUMBER DESCRIPTION 1 1442,1448,5348 6 5548 1 X 2 1/2 X 118 MULL ALUM 6005 T-5 2 1320 WOOD/MASONRY ANCHOR CLIP 3 1330 WOOD/MASONRY ANCHOR CLIP 4 1350 MOUNTING PLATE 5 1438 WOOD/MASONRY ANCHOR CLIP 6 1439 WOOD/MASONRY ANCHOR CLIP MINIMUM EDGE DISTANCE SEE SUBSTRATE NOTES 1&2 BY OTHERS SHEET 11 ANCHOR; SEE NOTES 1 ON SI owe rim Aymm WWI VER77CAL MULLION TOP CUP INSTALLATION ANCHORSCREW SEE NOTES t AND 2 ON SHEET 1 or O D D SUBSTRATE , BY OTHERS INSTALLATION VERTICBOTTOM CLI MINIMUM EDGE DISTANCE SEE NOTES 1&2 SHEET 1 , SUBSTRATE BY OTHERS e A e• e e ANCHOR SCREW BEE NOTES t AND 2 = 4 ON SHEET t _ 3 1 ab aa.avu vaoa VERTICAL MULLION TOP CLIP INSTALLATION ANCHOR SCREW SEE NOTES t AND 2 ON SHEET 7 Vf- S UB=STRATE VERTICAL MULLION BOTTOM CLIP INSTALLATION MINIMUM EDGE DISTANCE SEE NOTES 1&2 MINIMUM EDGE SHEET 1 DISTANCE SEE NOTES 1&2 SHEET 1 WINDOVI JAMB SH REVISIONS DESCRIPTION DATE APPROVED REVISED TO COMPLY WITH 2O07 FBC 01/06/09 R L REVISED NOTES AND CHART 03/12/12 R L REVISED NAME 10/15/13 R.L. REVISED INSTALLATION DETAILS 06/15/15 R L IVINC•1l•7W INtiTALL"1 11 UTN MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 1442, 1448, 5348 AND 5548 VERTICAL MULLION INSTALLATION DETAILS DRAWN DWG NO F. A. 08-00139 SCALE NTS I DATE 01/06/09 ISHEET3 OF 4 18 SMS ELF DRILLING CREW 924" MAX O.0 SIGNED: 0611612015 J\ 5 R I to4f//'/// AOT('AT F•';0R%off • ` ASS/0Njlrc?G\ n• , ,n• yr OMULLION CLIP ALUMINUM 6005-T5 OMULLION CLIP ALUMINUM 6005-T5 y1 fOUNTING PLATE ALUMINUM 6005 T5 L rn• II I a/• x yr x ,/:- /r x an' O2 1/2" MULLION O MULLION CLIP ALUMINUM 6005-TS ALUMINUM 6005-T5 REVISIONS DESCRIPTION DATE APPROVED REVISED TO COMPLY WITH 2O07 FBC 01/06/09 RL REVISED NOTES AND CHART 03/12/12 R L REVISED NAME 10/15/13 R L REVISED INSTALLATION DETAILS 06/15/15 R L OMULLION CLIP ALUMINUM 6005-T5 MI WINDOWS AND DOORS LL-C loot W. CROSBY RD CARROLLTON, TX 75006 1442, 1448, 5348 AND 5548 VERTICAL MULLION COMPONENTS F.A. 108-00139 SCALE NTS DATE ol/o`/og ISHEET4 OF 4 SIGNED: 0611612015 OEMSF,.1. l[:?0 M 6EOF ; ojsO0R10t 11 REVISIONS REV DESCRIPTION DATE APPROVED A REVISED TO COMPLY WITH 2O07 FBC 01/06/09 R L NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO B REVISED NOTES AND CHART 03/12/12 RL COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE C REVISED NAME 1D/15/13 R.L. 2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY D REVISED INSTALLATION DETAILS 06/12/15 R L 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 ANCHORING NOTES. 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS 1) FOR ANCHORING INTO MASONRY USE FOUR (4) 3/16" MASONRY ANCHORS WITH A DOCUMENT APPLY ONLY TO MULLION WINDOWS MUST BE APPROVED MINIMUM SHEAR CAPACITY OF 305LBS, AT EACH END OF MULLION WITH SUFFICIENT UNDER SEPARATE APPROVAL. LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2'. 6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATION DETAILS. SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY GENERAL ALUMINUM 2) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE FOUR (4) #10 WOOD 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE SCREW, AT EACH END OF MULLION WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL MINIMUM EMBEDMENT INTO SUBSTRATE AND 1/2" MINIMUM EDGE DISTANCE, LOCATE WINDOW OR DOOR UNIT. ANCHORS AS SHOWN IN ELEVATION DETAILS 8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE 3) FOR ATTACHING WINDOW UNITS TO MULLION USE #8 SMS SELF TAPPING SCREWS UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS ANCHORED AS SHOWN HEREIN. PAST THE MULLION WALL. LOCATE SCREWS AS SHOWN IN ANCHOR ELEVATION 9) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED 4) FOR WINDOW UNITS ANCHORING SCHEDULE REFER TO WINDOW APPROVED IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED INSTALLATION INSTRUCTIONS. HEREIN ARE NOT EXCEEDED AND MULLION 15 ANCHORED ACCORDING 5) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S TO THIS DOCUMENT. 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. DESIGN PRESSURE TABLE INSTRUCTIONS 1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 2) DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED SEE FORMULA FOR TRIBUTARY WIDTH. 3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH AT THE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP 1 TRIBUTARY WIDTH = W1 + W2 2 SIGNED: 0611512015 MI WINDOWS AND DOORS LLC \0XII1I11IIII 1001 W. CROSBY RD \,J? R • ':f ice CARROLLTON, TX 75006 '` TABLE OF CONTENTS v••GENSF• d+ SHEET NO DESCRIPTION 1445, 5347 AND 5547*,• 1p b *= VERTICAL MULLION Q({yA` 1 NOTES GENERAL NOTES 70 • $TAT OF 2 CONFIGURATIONS AND DP CHART FS'°ZOR101: INSTALLATION DETAILS DRAWN DING NO REV %03080 //,/s/ONA12OFISCAIE4COMPONENTSNTSIDAIE01 /06/09 SHEET 4 110?\\\\ 192" COMBINED WIDTH 96" F/ W1'W2 FRAME HEIGHT WINDOW WINDOW MULLION SPAN) 192" WIDTH TOMBINEDWI 'I I` W2 ' 9 FRAME t'V/NDOW HEIGHT WINDOW MULLION SPAN) 192" COMBINED WIDTH F_ W2 96" J WINDO J WINDOW J FRAME HEIGHT WINDO MULLION SPAN) IW1 F" W2 192" COMBINED WIDTH 192" COMBINED WIDTH W1 -I[- W2 -- IINDOWFRAMEWINDOW HEIGHT MULLION SPAN) 192" COMBINED WIDTH W2 96" J J WINDOW J FRAME HEIGHT WINDOW MULLION SPAN) 1 W1 IF- W2 - 192" COMBINED WIDTH REVISIONS REV DESCRIPTION DATE APPROVED A REVISED TO COMPLY WITH 2O07 FBC 01/06/09 RL B REVISED NOTES AND CHART 03/12/12 R.L. C REVISED NAME 10/15/13 R.L. D REVISED INSTALLATION DETAILS O6/12/15 R L 192" COMBINED WIDTHF_ W2 96" W1 J J WINDOW FRAME HEIGHT WINDOW WINDOW MULLION SPA`JI If-- W1 W2/- 192" COMBINED WIDTH APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 192' AS SHOWN HEREIN F Design pressure ratingTj iC Mullion Tributary width in) span (in) 18.00 24.00 30.00 36.00 142.00 48.00 54.00 60.00 66.00 78.00 84.00 90.00 96.00 24.00 1300 1300 1300 13001 1300 1300 1300 1300 1300 130.0 130.0 1300 1300 30.00 1300 1300 1300 1300 1300 1300 1300 1300 1300 1300 1300 1300 1300 36.00 1300 1300 1300 130.0 130.0 1300 1300 1300 1300 1300 1300 1300 1300 42.00 1300 1300 1300 1300 1300 1300 1300 1300 1300 1300 1300 1300 1300 48.00 1300 1300 1300 1300 1300 1300 1300 1300 1300 1300 1300 1300 1300 54.00 1300 1300 1300 1300 1300 1300, 1300, 1300 1300, 1300, 1300 1300 1300, 00.00 1300 1300 1300 1295 1196 113.3 10991 10B.8 1 D8 8 1013.81 1088 1 D8 8 1088 86.00 1300 1300 1280 1133 1036 97 1 930 907 899 899 89.9 89.9 89.9 72.00 1300 1300.. 114 5 994 885 81 0 759 726 707 70.1 70.1 70 1 701 78.00 1300 109 9 89 9 77 0 68 1 619 57.5 5.44 524 50.9 50.9 509 50.9 84.00 1151 87 5 71 4 60 9 53 6 485 447 420 401 381 378 378 378 90.00 933 711 57 6 49.0 43 0 38.7 355 33.2 31 4 293 289 287 287 96.00 767 582 1 472 1 401 35.1 31 4 28.7 267 252 23.2 22.6 22.3 222 LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 1445, 5347 AND 5547 VERTICAL MULLION CONFIGURATIONS AND CHART F.A. 1 08-00142 7Z NTS DATE 01/06/09 SNE-2 OF 4 SIGNED: 0611512015 R I to 4f i//// rrEIVSF J+ TTAtTtrE OF 44 i it• F * • NO PART NUMBER DESCRIPTION 1 1445, 5347, 5547 1 X 4 X 1/8 MULL ALUM, 6005 7-5 2 1320 WOOD/MASONRY ANCHOR CLIP 3 1330 WOOD/MASONRY ANCHOR CLIP 4 1350 MOUNTING PLATE 5 1438 WOOD/MASONRY ANCHOR CLIP MINIMUM EDG DISTANCE SE NOTES 1&2 SHEET 1 SUBSTRATE BY OTHERS 8 v tl a v ANCHOR SCREW SEE NOTES 1 AND 2 ON SHEET 1 MCFAUAlYFam gaTAOIL VERTICAL MULLION TOP CUP INSTALLATION or O ANCHOR SCREW SEE NOTES 1 AND 2 ON SHEET 1 e SUBSTRATE Op 9p y p d BY OTHERS vERnC I MuwON BOTTOM CUP INSTALLATION MINIMUM EDGE DISTANCE SEE SUBSTRATE 1SHEET1ENOTES1BY OTHERS a v ANCHOR SCREW SEE NOTES 1 AND 2 4 I ON SHEET 1 _ 3 1 I OG'. 1®'P 4D rJ 'PQOd VERTICAL MULLION TOP CLIP INSTALLATION ANCHOR SCREW SEE NOTES 1 AND 2 ON SHEET 1 4 n SUBSTRATE oa vlov vAwa BY OTHERS VERTICAL MULLION BOTTOM CLIP INSTALLATION MINIMUM EDGE DISTANCE SEE MINIMUM EDGE NOTES 1&2 DISTANCE SEE SHEET 1 NOTES 1&2 SHEET 1 WINDOV JAMB SH REVISIONS DESCRIPTION DATE APPROVED REVISED TO COMPLY WITH 2O07 FBC 01/06/09 R L REVISED NOTES AND CHART 03/12/12 R.L. REVISED NAME 10/15/13 R L REVISED INSTALLATION DETAILS 06/12/15 R L 1- 0 IV/ NU•PTLV IIVti TALLA rI C•TN MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 1445, 5347 AND 5547 VERTICAL MULLION INSTALLATION DETAILS DRAWN DWG NO F. A. 08-00142 SCALE NTS IDATE 01/06/09 SHEET OF 4 B SMS ELF DRILLING CREW 124" MAX O.0 SIGNED: 0611512015 RIIIL0 i ib GEN`SF1:- y OoTAT6E OFREV D A j1E v an' OMULLION'CLIP ALUMINUM 6005-75 OMULLION CLIP ALUMINUM 6005-75 m n I I a Ir an' n T rUNTING PLATE ALUMINUM 6005-TS yr { , ,n' —• , +n' a ,n• air , an- , an• Fes— n• —I a an a an• ap• aIo an• air O4" MULLION O MULLION CLIP ALUMINUM 6005-T5 ALUMINUM 6005-T5 REVISIONS DESCRIPTION DATE APPROVED REVISED TO COMPLY WITH 2O07 FBC 01/06/09 R L REVISED NOTES AND CHART 03/12/12 R. L. REVISED NAME 10/15/13 R L REVISED INSTALLATION DETAILS 06/12/15 R. L. O MULLION CLIP ALUMINUM 6005-T5 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 1445, 5347 AND 5547 VERTICAL MULLION COMPONENTS DRAWN DWG NO F.A. 08-00142 SCALE NTS I DATE 01/06/09 ISHEET4 OF 4 SIGNED: 0611512015 5 RI I I tf/j/ i,/ i OtE N Sty 7Ja TAT; OF • i'S/aNAl1Ea` Florida Building Code Online Page 1 of 3 rr . i i r ll/ Its U/ I BCIS Home i Log In I User Registration Hot Topi6 I Submit Surcharge Stats 6 Facts Publications FBC Staff I BCIS Site Map ( Links Search a Product ApprovaldbprUSER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL13223-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 349-2927 pingsheng.zhu@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 Z Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald I. Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 01/01/2018 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL13223 R3 COI RIO - Certificate of Indeoendence.PDF 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 R3 Eauiv ASTM C1136 Eauivalencv Sianed.pdf http://www. floridabui lding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvRk6bsvZ66FC... 6/8/2017 Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 08/17/2015 08/26/2015 09/07/2015 10/16/2015 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 FL13273 R3 II ER RIO-2556-15 Panel metal-wood.odf FL13273 R3 11 ER RIO-2578-15 Panel to Furrino.DdfApprovedforuseoutsideHVHZ: Yes FL13223 R3 II Install Cemoanel Sidino,DdfImpactResistant: Yes Design Pressure: N/A FL13223 R3 II NOA 15-0122.04.Ddf Other: For use inside a HVHZ install in accordance with Verified By: Intertek Testing Services NA Ltd. NOA 15-0122.04 Created by Independent Third Party: No Evaluation Reports FL13223 R3 AE ER RIO-2556-15 Panel metal-wood.Ddf FL13223 R3 AE ER RIO-2578-15 Panel to Furrino.Ddf FL13223 R3 AE NOA 15-0122.04.Ddf 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 R3 II ER RIO-2556-15 Panel metal-wood.Ddf FL13223 R3 11 ER RIO-2578-15 Panel to Furrina.DdfApprovedforuseoutsideHVHZ: Yes FL13223 R3 II Install HardiePanel SidinD.DdfImpactResistant: Yes Design Pressure: N/A FL13223 R3 II NOA 15-0122.04.Ddf Other: For use inside a HVHZ install in accordance with Verified By: Intertek Testing Services NA Ltd. NOA 15-0122.04. Created by Independent Third Parry: No Evaluation Reports FL13223 R3 AE ER RIO-2556-15 Panel metal-wood.Ddf FL13223 R3 AE ER RIO-2578-15 Panel to FurrinD.odf FL13223 R3 AE NOA 15-0122.04.Ddf Created by Independent Third Party: Yes 13223.3 Preval Panel Siding fiber -cement panel siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13223 R3 II ER RIO-2556-15 Panel metal-wood.odf FL13223 R3 Il ER RIO-2578-15 Panel to Furrina.DdfApprovedforuseoutsideHVHZ: Yes FL13223 R3 II Install Prevail Panel Sidino.DdfImpactResistant: N/A Design Pressure: N/A FL13223 R3 II NOA 15-0122.04.odf Other: For use inside a HVHZ install in accordance with Verified By: Intertek Testing Services NA Ltd. NOA 15-0122.04. Created by Independent Third Party: No Evaluation Reports FL13223 R3 AE ER RIO-2556-15 Panel metal-wood.Ddf FL13223 R3 AE ER RIO-2578-15 Panel to Furrina.Ddf FL13223 R3 AE NOA 15-0122.04.Ddf Created by Independent Third Party: Yes 6adr Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone 850-487-1824 The State of Florida is an AA/EEO employer. Cobvriaht 2007-2013 State of Florida..: Prwcv Statement :: Accessibility Statement Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mad to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the 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: V1 ® El http://www.floridabuilding.org/pr/Pi_app_dti.aspx?param=wGEVXQwtDgvRk6bsvZ66FC... 6/8/2017 Florida Building Code Online Page 3 of 3 Credit .. Safe securitymi-rAj http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvRk6bsvZ66FC... 6/8/2017 PROJECT RIO-2556-15 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 16, 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 2014 FLORIDA BUILDING CODE, AND THE 2012 INTERNATIONAL BUILDING CODE. PREPARED BY: RONALD I. OGAWA & ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com EVALUATION SUBJECT HarddePanelO Siding James Hardie Product Trade Names covered In this evaluation: HardiePaneW Siding, Cempanel® Siding, Prevail- Panel Siding EVALUATION SCOPE: ASCE 7-10 2014 Fonda Building Code 2012 international Building Code® RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556-15 EVALUATION PURPOSE: This analysis is to determine the maximum design 3-second gust wind speed to be resisted by an assembly of Hardie Panel (Cempanel, Prevail Panel) siding fastened to wood or metal framing with nails or screws. REFERENCE REPORTS: 1. Intertek Report 3067913 (ASTM C1186) Material properties HardiePanel Siding 2. Ramtech Laboralones Report IC-1270-94 (ASTM E330) Transverse Load Test, S/16' Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fr wood studs spaced at 16 inches, on center with a 6d common galvanized nail 3. Ramtech Laboratories Report IC-1271-94 (ASTM E330) Transverse Load Test, 5/16' Thick by 48 Inch wide HardisPanel Siding installed on 2X4 Hem -Fir wood studs spaced at 24 inches on center with a 6d common galvanized nail 4. Ramtech Laboratories; Inc. Report 10868-9711475 (ASTM E330) Transverse Load Test, 5116' Thick by 48 inch wide HardiePanel Siding installed on 2X4 Group III SG=0.36 wood studs spaced at 16 riches on center with a 4d, 0.091 inch shank by 0225 inch head diameter by 15 inch lug ring shank nail 5. Ramtech Laboratories, Report IC-1054-89 (ASTM E330) Transverse Load Test, 1/4' Tuck 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, 1/4' Thick by 48 inch wide HardiePanel Siding installed on 20gauge Metal studs spaced at 24 inches on 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 4t3 inch wide HardiePanel Slug installed an 20gakgs Metal studs spaced at 16 and 24 inches on center with a ETSF 0.100 in. knurled shank X 1.5 in. lug X 0.25 in. head diameter pin fastener S. Ramtech Laboratories Report IC-1273-94 (ASTM E72) Racking Shear Test, 5116' Thick by 48 inch wide HardePanel Sding installed on 2X4 Hemmer wo6d studs spaced at 16 inches on center with a 6d common galvanized nail 9. Ramtech Laboratories Report IC-1274-94 (ASTM E72) Racking Shear Test, 5/16' Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 24 itches on center with a 6d common galvanized nail 10. Ramtech Laboratories, Inc. Report 10868-97/1475 (ASTM E72) Racking Shear Test, &16' Thick by 48 itch wide HardiePariel Siding installed on 2X4 Group III SG=0.36 wood studs spaced at 16 inches on center with a 4d, 0 091 inch shark by 0.225 inch head diameter by 15 inch king nng shank nail 11. Ramtech Laboratories Report IC-1057-89 (ASTM E72) Racking Shear, Test, 5116' Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fr wood _studs spaced at 16 and 24 inches on center with a No 8 X.1 in. long X 0.323 in head diameter ribbed bugle head screw 12. Ramtech Laboratories Report 11284-99/1580 (ASTM E72) Racking Shear Test, 5/16' Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 16 and 24 inches on center with a ET3F 0.100 in. knurled shank X 1.5 in. long X 025 in. head diameter pin fastener OG. ti % IZ-, at 4FiCam'•: 9 2412 j ` 9 ST EeOF ` Q JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com TEST RESULTS - Table la, Results of Transverse Load Testing RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556-15 Fastener Spacing fin 1 Allowable Frame Ultimate Design Thickness Width Spacing Perimeter Feld Load Load' Report Number Test Agency n.) in.) Frame Type n.) Supports Supports Fastener T PSF) PSF IG1270-94 Ramtech 0.3125 48 2X4 hood Hem -Fir 16 6 6 6d common 149 49.7 IC-1270-94 Ramtech 03125 48 2X4 wood Hem -Fr 16 4 4 6d common 236 78.7 IC-1271-94 Ramtech 03125 48 2X4 wood Hem -Fir 24 6 6 6d common 94 31 3 IC-1271-94 Ramtech 03125 48 2X4 wood Hem -Fir 24 4 1 4 6d common 143 1 -47.7 t0868-97/1475 Ramtech 0.3125 48 2X4 wood, SG 2 0.36 16 4 8 4d, 0.091 in. sheik X 0.225 in 30.0 hank nailHDX1.5 in. hanksnab 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 48 16 6 6 head diameter ribbed bugle 169.9 56 6 1. 375 in metal stud head screw Min. No 8 X 1 in, long X 0.323 in IC- 1055-89 Ramtech 0.25 48 Min. No 20 gauge X 3.625 in. X 24 6 6 head diameter ribbed bugle 91.9 30 6 1. 375 in metal stud head screw ET& F 0 100 in knurled shank X 11149- 98/1554d Ramtech 03125 48 Min. No 20 gauge X 3 625 in X 24 4 8 1.5 in. long X 0.25 in. head 170 56.7 1. 375 in metal stud diameter pin fastener ET& F 0.100 in. knurled shank X 11149- 98/1554d Ramtech 03125 48 Min. No. 20 gauge X 3 625 in. X 16 4 8 1 5 in long X 0.25 in. head 101 1 -33.7 1. 375 in metal stud diameter pin fastener 1. Allowable Load is the Ultimate Load divided by a Factor of safety of 3. 2. HardiePanel Siding complies with ASTM C1186, Standard Specification for Grade N, Type A Nonasbeslos Fiber -Cement Rat Sheets. Table 1b, Shear Values Allowable Loads In Pounds Per Lineal Foot for Panel Shear Walls''' Fastener Spacing On 1 Frame Ultimate Allowable Thickness Width Spacing Perimeter Field Load' Load' Report Number Test Agency n.) in) Frame T in ) Supports Supports Fastener T Pit) If) IC- 1273-94 Ramtech 03125 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 -Fr 24 6 6 6d common 4600 153.3 IC- 1274-94 Ramtech 03125 48 2X4 wood Hem -Fr 24 4 4 6d common 637.5 212.5 10868- 97/1475 Ramtech 03125 48 2X4 wood, SG 2 0.36 16 4 8 4d, 0 091 in shank X 0.225 in 595. 4 198.5 HD X 1.5 in b n shank nail M in. No 8 X 1 in long X 0.323 inMin No20gaugeX3625in. X IC-1057-89 Ramtech 0.25 48 1. 375 in metal stud 16 6 24 6 6 head diameter bugle 9900 123.8 s new headscrewET& F 0.100 in knurled shank X Min. No. 20 gauge X 3.625 in. X 11284-99(1580 Ramtech 03125 48 16 4 8 1.5 in. long X 0 25 in. head 1227.0 153.4 1, 375 in metal stud diameter pin fastener ET& F 0.100 in knurled shank X M 0 m. No 220 gaugeX 3 625 In.X long 11284 99/1580 Ran tecin 0.3125 48 1 metal stud 24 4 8 1.5 in X 0.25 in. head diameter pin fastener 1060.0 132.5 1 All board edges shall be supported by framing. Panels shall be applied with the long dimension either parallel or perpendicular to studs. 2. The maximum height-to-bngth ratio for construction in this Table is1 2 3. In the steel framed assembles the allowable bad is based on the average load at 1/8 inch net deflection. RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@ja m eshard I e.com DESIGN VA D LOAD PROCEDURES: Fiber -cement siding transverse bad capacity (wind bad capacity) is determined via compliance testing to transverse load national test standards Via the transverse load testing an allowable design bad is determined based on a factor of safety of 3 applied to the ultimate test bad. Suxre the allowable design bad is based on factor of safety of 3, allowable design bads on fiber -cement siding correlate directty to required design pressures for Allowable Stress Design, and therefore should be used with combination loading equations for Allowable Stress Design (ASD). By using the combination loading equations for Allowable Stress Design (ASD), the tested allowable design bads for fiber -cement siding are aligned with the wind speed requirements in ASCE 7- 10 Figure 26 5-1A, Figure 26.5-113, and Figure 26.5--1C. For this analysis, to calculate the pressures in Tables 3, 4, and 5, the load combination will be in accordance with ASCE 7-10 Section 2 4 combining nominal loads using allowable stress design, load combrtatnon 7 Load combination 7 uses a bad factor of 0 6 applied to the wind velocity pressure Equation 1, q=0.00256'K* Kn'K, VZ (rat. ASCE 7-10 equation 30.3.1) qL , velocity pressure at height z K, , velocity pressure exposure coefficient evaluated at height z Ka , topographic factor K,d , wind directionality, factor V , basic wind speed (3-second gust MPH) as determined from [2012 IBC, 2014 FBC) Figures 1609A, B. or C; ASCE 7-10 Figures 26.5-1A, B. or C Equation 2, V=V,r fret. 2012 IBC b 2014 FBC Soction 1602 1 dermitions) Vm , ultimate design wind speeds (3-second gust MPH) determined from [2012 IBC, 2014 FBC) Figures 1609A, B, or C; ASCE 7-10 Figures 26.5-1 A, B, or C Equation 3, p=q,'(GC,-GC,) fret. ASCE 7-10 equation 30.6-11 GC, , product of external pressure coefficient and gust -effect factor GCP , product of internal pressure coefficient and gust -effect factor p , design pressure (PSF) for siding (allowable desgn load for sting) To determine design pressure, substitute q , into Equation 3, Equation 4, p=0.00256-K; Kn'K,'V" (GCp GCj Allowable Stress Design, ASCE 7-10 Section 2 4. 1, load combination 7 Equation 5, 0 6D + 0.601 [ref. ASCE 7-10 section 2.4.1, load combination 7) D , dead bad W , wind bad 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, pe, = 0.6'[0.00256'K; Kb'Kd'V "(GC, GCP)I Equation 7 is used to populate Table 3, 4, and 5. To determine the allowable ultimate basic wind speed for Hartle Siding in Table 6, solve Equation 7 for V., Equation 3, Vm = (p j0 6-0.00256-Kz' Ka K,'(GC,-GCo))as Applicable to methods specified in Exceptions 1 through 3 of[2012 IBC, 2014 FBC] Section 1609,1.1 , to determine the allowable nominal design wrnd speed (Vasa) for Hardie Siding in Table 6, apply the conversion formula below, Equation 9, V_, = V.' (0.6)" fret. 2012 IBC d 2014 FBC Section 160§,11) V;w . Nomnal design wind speed (3-second gust mph) fret 2012 IBC it 2014 FBC Section 1602.1) Table 2, Coefficients and Constants used in Determining V and p, K. Wall Zone 5 Height (ft) Exp B Exp C Exp D K . Kd GC,, GC 0-15 0.7 0.85 1 03 h560 1 0.85 14 018 20 0.7 0.9 108 1 0.85 14 018 25 0.7 0.94 1.12 1 0 a5 14 0.18 30 07 0,98 1 16 1 085 1.4 018 35 0.73 1.01 1.19 1 0A5 1.4 018 40 076 104 1.22 1 0.65 1.4 1 018 45 0 785 1.065 1 1.245 1 0.85 14 0.18 50 0.81 1.09 1,27 1 0.85 14 0.18 55 0.83 1.11 1.29 1 0.85 14 0.18 60 085 1.13 1.31 1 0.85 1.4 0.18 100 0.99 126 1.43 h>601 1 1 0.85 1.8 0.18 RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@lameshard ie.com Table 3, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds -Wind Exposure Category B. Wind S 3-secondgust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Heigh (ft) B B B B B 8 B B B B B B B 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 24A 28.3 32.5 37.0 41 7 46 8 52.1 57.8 E3 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 48.6 54.4 60.2 66.4 40 15.7 17.3 1 -19.0 20 7 22.6 26.5 30.7 1 -35.3 40.1 1 45.3 50.8 1 -56.6 1 -62.7 69 1 45 16.2 17.9 19.6 21.4 23.3 27A 31.7 36.4 41.5 46 8 52.5 58S 64.8 71 4 50 16 7 18 4 20.2 22.1 24.1 282 32.7 37.6 42.8 48.3 54 1 60.3 66.8 73 7 55 17.1 18.9 20.7 22.6 24 7 28 9 33.6 38 5 43.8 49.5 55.5 61.8 68.5 75.5 io 256 28.2 31. 33 8 36. 43.3 50.2 57 6 65.5 74.0 82.9 924 102 4 112.9 Table 4, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category C, Wind Speed 3-secondgust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height (ft) 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 19 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 58A 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 1 -26.0 28.4 30 9 36 3 420 48.3 54.9 62.0 69 5 77.4 85 8 94 6 45 22.0 24.2 26.6 29.1 31.6 37.1 43A 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 1 -38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 99.2 55 22.9 252 27 7 30.3 33.0 38.7 44 9 51.5 58 6 66.2 74.2 82.7 91.6 101.0 4 4 6 4 5 1 3.2 7102.8 100 32.6 35.9 39.4 43 1 4fi_9 55.0 63 6 73 3 83 4 94.1 105 5 117.6 130 3 143.6 Table 5, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category D. Wind Speed 3-secondgust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height (ft) D D D D D D D D D D D D D D 0-15 21.2 23.4 25.7 2B.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 80.4 89.1 98.2 25 23.1 25.5 28.0 30.6 33.3 39.0 45 3 52.0 59.1 66.8 74.9 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 2 628 70 9 79 5 88.6 98 2 108 3 40 25 2 27.7 1 -30.5 33.3 36.2 425 1 49.3 56 6 1 -64.4 72 7 81 5 90.9 100.7 111.0 45 25 7 28.3 31.1 34 0 37.0 3 4 50 3 57 8 65 7 74.2 83 2 927 102.7 113 3 50 26.2 28.9 31.7 34 6 37.7 44.3 51.3 58.9 67 1 75.7 4.9 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 76.9 86.2 96.1 106.4 117.4 60 100 37.0 40.8 44.7 48 9 53.2 62.5 72.5 3.2 94 6 106.8 119 8 133.4 147.9 163.0 Tables 3. 4. and 5 are based on ASCE 7-10 and consistent with the 2012 IBC, 2012 IRC and the 2014 Florida Building Code 0111111111111111177'' i axnxc o,TERED RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com p (mph) g (Analytical Method in ASCE 7.10 Chapter 30 CdC Part 1 and Part 3)4 1\``\``\``` 1t11OIG1,//// i Table 6, Allowable Wind Speed m h for HardiePanel Siding Ana c`' Cw 2012 IBC, 2014 FBC 201218C, 2014 FBC 0- . 2412 ti+ 4 ' $TATE F c NCO RtiOR•' ,: i CxtOclerrta used In Table B calculations for V. Allowable, Ultimate Design Wind, Speed, VW+ 3-second gust mph) Allowable, Nominal Design Wind, Speed, V'55 3-second gust mph) Applicable to methods specified in [2012 IBC, 1609014, FBCI emvon 2012 IBC, 2014 FBC) Figures 16DS& B. or C Applicable specified in Excmethods 1 through 3 of [2012 IBC. 2074 FBC] Section 1609.1.1 Wind sure category Wind exposure category Siding K, Product Product Thickness incises) Width inches) Fastener Type Fastener Spacing Frame. Type Stud Spacing inches) Builds ng Heights' feet) B C D B C D Albwable Design Load PSF) Exp B Exp C EXD D K. K GC. GCw HardiePanel8) 5116 48 common 6 2X4 wood Hem -Fir 16 0-15 186 168 153 144 130 118 49 7 07 0115 103 h560 1 0851 14 018 20 186 164 149 144 127 116 9 7 0 7 09 1 OB 1 0 85 1 4 018 25 186 160 147 144 124 114 49.7 07 0.94 1.12 t 0 a5 14 018 30 186 157 144 144 121 112 49.7 0.7' 0.98 1.16 1 0.85 1.4 0.18 35 182 154 142 141 120 110 49.7 0,73 101 1.19 1 0.85 14 01e 40 178 152 141 138 118 109 49.7 076 104 1.22 1 0.85 14 018 45 175 150 139 136 117 108 49.7 0 785 1.065 1.245 t 0 85 1 4 0 18 50 172 149 138 134 115 107 49.7 0.81 109 127 1 085 14 018 55 170 147 137 132 114 106 49.7 0.83 1 11 1.29 1 0 85 1.4 0.18 60 168 146 136 130 113 105 49.7 0.85 1.13 1.31 1 0.85 1.4 0.18 1 DO 139 124 116 108 96 90 49.7 0.99 126 143 h>60 1 0.85 A 8 0 18 HardiePanef9 5l16 46 common 4 2X4 wood Hem -Fir 16' 0.15 233 212 192 181 164 149 78 7 07 085 103 h560 1 0.85 1 4 0.18 20 233 206 188 181 159 146 78 7 0. 7J9.41 1.08 1 0.85 14 10181 25 233 201 185 161 156 143 78.7 0.7 1.12 t 0.85 1.4 018 30 233 197 181 181 153 140 78 7 0.7 1-16 1 085 14 018 35 229 194 179 177 151 139 78.7 0.731.19 1 0.85 1 4 018 40 224 192 177 174 148 137 787 0.76 1.22 1 0.85 1.4 0,18 45 220 189 175 171 147 136 78 7 0 785 1.245 0.85 14 0.18 50 4 187 173 3 145 134 78 7 081 1.27 095 14 018 55 214 185 172 166 144 133 78.7 0.83129 0.85 14 018 60 212 184 171 164 142 132 78.7 085 1.31 11085 1 4 018 100 175 155 146 136 120 113 78.7 0.99 1.43 h160 1 0.85 18 018 HardiePaneM 5116 48 6d common 6 2X4 woad Hem -Fir 24, 0-15 147 134 121 114 103 94 31 3 07 1 03 h560 1 0 85 14 0.18 20 6-7 130 119 32659 101 92 31.3 71.08 1 0.85 14 0.18 25 7 127 116 5 98 90 31.3 0.7 1A2 1 085 1-4 018 30 147 124 114 114 96 89 31.3 0.7 098 1.16 1 0851 14 018 35 144 123 113 112 95 1 87 1 31.3 073 1.01 1.19 1 085 14 0.18 40 141 121 112 109 94 86 31.3 076 1.04 122 1 0,85 45 139 119 110 108 92 86 313 0.785 1065 1245 1 0.85 50 137 118 109 1 D6 91 85 31 3 0.81 109 1.27 1 085 140.185513511710810591843130831.11 129 1 085 60 134 116 108 103 90 83 3t.3 0 85 tt3 t31 1 0 85 100 111 98 92 86 76 71 31.3 099 1.26 1.43 h>60 1 0851 1 8 0.18 HardiePanel& 5116 48 5dd 4 2X4 wood Hem -Fir 24 0-15 182 165 150 141 128 116 7 7 07 1 0.85 103 h560 1 0-95 14 018 20 182 160 146 141 124 1 113 1 47.7 07 09 1 OB 1 0,85 1.4 018 25 182 157 144 141 121 ill 47.7 0.7 0,94 1.12 1 085 14 0.18 30 182 154 141 141 119 109 47 7 07 0.98 1.16 1 0951 14 0.18 35- 178 151 139 138 117 108 47.7 073 101 1.19 1 0851 14 018 40 174 149 138 135 116 107 47 7 0.76 1.04 122 1 0.85 1.4 0.18 45 172 147 136 133 114 106, 47 7 0 785 1.065 1.245 1 0.55 1 4 0181 50 169 146 135 131 113 105 477 081 1.09 127 1 0.85 14 0.18 55 167 144 134 129 112 104 47.7 083 1.11 7.29 1 0 85 14 0.18 60 165 143 133 128 111 103 47.7 086 1 13 t.3t 1 0 115 1.4 0.18 1 DO 137 121 114 106 94 88 47.7 099 126 1.43 h>60 1 085 1 8 0.18 HartliePanel 9 5/16 48 4d, 0.091 in. shank X 0225 in HD X 1.5 ininlongring shank nail 4 edge 8 field 2X4 wood SGt0.36 16 0-15 144 131 119 112 101 92 300 07 0.85 1.03 h560 1 0,85 1.4 018 20 144 127 116 112 98 90 30 0 07 0.9 1.08 t 10.851 14 018 25 144 124 114 112 96 88 30.0 0.7 0.94 1.12 1 0851 14 018 30 144 122 112 112 94 87 30 0 0.7 098 1.16 1 0 85 14 0.18 35 141 120 111 109 93 86 30 0 073 101 1-19 1 085 14 018 40 138 118 109 107 92 85 30 0 0 76 1 04 122 1 0 85 1 4 0 18 45 136 117 108 105 91 84 30 0 0 785 t.065 1.245 1 0.85 14 018 50 134 116 107 104 89 113 30.0 081 1 09 127 1 0.85 1.4 018 55 132 114 106 103 89 82 30 0I 1 083 1 1,11 1 1.29 1 085 1 4 0.18 60 131 113 105 101 88 82 30.0 1 0115 1 1.13 1 1.31 1 085 1.4 0 18 1 DO 108 96 90 84 11 70 30.0 0 99 1 126 11.43 h>60 1 0.6,5 1.8 0.18 RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com 0111illII[if f1111 0GA;/'''', P 1FiC 2012 IBC. 2014 FBC 20121BC, 2014 FBC 2412 Allowable, Ultimate Allowable, Nominal Design Wind, Speed, v. 4. Design Wind, Speed, v,db3 t STATE F '4= J 3-second gust mph) 3-second gust mph) PC/• • FAO RID. ``V\ i f' •'•• \ Applicable to rneftils IBC. Applcable to mettwds specifiedin[2012 specified in Exceptions 1 FBas ction through 3 of (2012 IBC, 11l11/11111 tilllU 1609111 de a 2014 FBC] Section( 2012 IBC, 2014 FBC] 16091 1 Fgwes 16091\ B. or G CwRkients used In Table a calculations for V. Wind exposure category Wind exposure category sling K Product Stud Building Allowable Product Thickness Width Fastener Fastener Frame Sparing Height3 B C D B C D iDesignDe inches) inches) Type Spacing Type inches) feet) Load PSF) Exp B Exp C Exp D K. Ka GC, GC, 0-15 198 180 163 153 139 126 56 6 07 085 103 h560 1 0.85 1.4 0.18 Mtn. No 8 X 20 198 175 159 153 135 123 56 6 07 0.9 108 1 0,85 1 4 0181 25 198 171 157 153 132 121 1 -56 6 0.7 0-94. 1.12 1 0.85 14 018 1 in. long X Min. No 30 198 167 154 153 130 119 56.6 07 1 098 1-16 1 0.85 1.4 0.18 0.323 in 20 gauge 35 194 165 152 150 128 118 56.6 073 101 1.19 1 0.85 14 0.18 head X 3 625 40 190 162 150 147 126 116 566 0.76 1 04 122 1 0.85 14 0.18HardiePanel& 114 48 diameter 6 in. X 16 45 187 161 148 145 124 115 56 6 0 785 1.065 1245 1 0.85 14 018ribbed 1.375 in 50 184 159 147 143 123 114 56.6 0.81 1.09 1.27 1 0.85 14 018 bugle head mete) 55 182 157 146 141 122 113 56.6 o.83 1.11 129 1 0.05 1.4 0.18stud screw' 60 180 156 145 139 121 112 56.6 0.85 1.13 1.31 1 0.85 14 10.18 100 1 149 132 124 115 102 1 96 56.6 1 0.99 1.26 143 h>60 1 0.85 18 018 0-15 146 1 132 120 113 102 93 30 6 07 1 085 103 h560 1 0.85 1.4 018 Min. No 8 X 20 146 128 117 113 99 91 30.6 0.7 09 1.08 1 0.65 14 018 25 146 126 115 113 97 89 30 6 07 0.94 1.12 1 085 14 018 1 in. long X Min. No. 30 146 123 113 113 95 88 30.6 07 0.98 1.16 1 085 1.4 018 0-323 in 20 gauge 35 143 121 112 110 94 86 30.6 0,73 1,01 1.19 1 0.85 1.4 0.18 header X 3.625 40 140 119 110 108 93 85 30.6 0.76 1.04 122 1 0.85 14 018HardiePanel91/4 48 diame 6 in X 24 45 137 118 109 106 91 85 1 -30 6 0 785 1.065 1245 1 095 14 018 ribbed 1.375 in 50 135 117 108 105 90 84 30.6 0.81 1.09 127 1 085 14 018buglehead metal 55 134 116 107 1 D4 90 83 30.6 o.a3 1.11 129 1 0 85 1 4 0.111stud scrawl 60 132 115- 106 102 89 82 30.6 0.85 113 1.31 1 095 14 018 100 109 97 91 85 75 70 30.6 0.99 126 1.43 h>60 1 0851 1.8 018 D-15 198 180 163 153 139 127 56 7 07 1 085 1 1 03 h<_60 1 0851 14 018ET&F 20 198 175 160 153 135 124 56.7 07 09 1.08 1 0.85 1.4 018 0.100 in. knurled Min. No. 25 198 171 157 153 132 121 56.7 07 0.94 1_12 1 0851 14 018 30 198 167 154 153 130 119 1 -56.7 0.7 0.98 1.16 1 0851 14 0.18shankX20gauge 35 194 165 152 150 128 118 56.7 0.73 101 1-19 1 0181.5 n. king 4 edge X 3 625 40 190 163 150 147 126 116 567 0.76 104 122 1 018HardiePanet95/16 46 X in 8 field in, X 16 45 187 161 149 145 124 115 56 7 0 785 1.065 1245 1 0.18 headhead 1 375 in 50 184 159 147 143 123 114 56.7 081 109 1.27 1 0.85-1.4 018diametermetal 55 182 157 146 141 122 113 56.7 0.a3 1.11 1.29 1 018stud pin fastened60 180 156 145 139 121 112 56.7 085 113 1.31 1 0.18 100 149 132 1 124 115 102 96 567 0.99 126 1.43 jh>60 1 085 18, 018 0. 15 153 139 126 116 107. 98 33 7 07 085 103 h560 1 0.85 14 010 ET& F 0. 100 in. 20 153 135 123 118 104 95 43.7 0.7 0.9 1.08 1 0.85 14 0.18 25 153 132 121 118 102 94 33.7 07 0.94 1.12 1 085 14 0.18 Min. No knurled shank X 20 gauge 30 153 1 129 119 118 100 92 33.7 07 098 1.16 1 0 85 14 018 35 150 127 117 116 99 91 33.7 0.73 1 01 1.19 1 0.85 14 018 1. 5 in " 4 edge X 3 625 40 147 125 116 114 97 90 33.7 0.76 1 04 t 22 0.85 t.4 0 t8 HardiePanel95/16 48 X 0 in B field in X 24 45 144 124 115 112 96 89 33 7 0 785 1.065 1245 0.85 14 0181 heada1.375 in 50 142 122 113 110 95 88 33.7 0.81 109 1-27 r 0-85 14 018 diameter metal 55 140 121 113 109 94 87 33.7 IN0.83 1.11 129 085 1 4 0 18 pin stud 60 139 120 112 107 93 87 025 1 13 1-31 0 85 11 0.18 fastener' 100 115 102 95 89 79 74 1 -33.7 0.99 126 1.43 h>60 1 0 e5 1 8 018 1. screws snail penetrate the metal iramng at least inree run inreads 2. Knurled shank pins shall penetrate the metal framing at least 1/4 inch. 3. Building height = mean roof height (in feet) of a building, except that eave height shall be used for roof angle O less than or equal to 10* (2-12 roof slope). 4. Vult = the ultimate design wind speed (3-second gust mph) as determined by [2012 IBC, 2014 FBC] Figures 1609A, 16D9B, or 1609C, ASCE 7-10 Figures 26.5-1A, 26.5-113, or 26.5.1C 5 Vasd = the nominal design wind speed applicable to methods specified in Exceptions 1 through 3 of 12012 IBC, 2014 FBC] Section 1609 1.1. 6. The wind speeds in 12012 IBC, 2014 FBC] Figures 1609A, 1609E and 16D9C are ultimate design wind speeds, Vult, and shall be converted in accordance with 12012 IBC, 2014 FBC] Section 1609 3.1 to nominal design wind speeds, Vasd, when the provisions of the standards referenced in [2012 IBC, 2014 FBC] Section 1609.1.1 Exceptions 1 through 3 are used. 7. Linear interpolation of building height and wind speed is permitted. 8 Wind speed design assumptions per Analytical Method in ASCE 7-10 Chapter 30 CGC Part 1 and Part 3 K,,=1, Kd=0.85, GCP -1.4 (h560), GCp -1 8 (h>60), GCp,=O 18 LIMITATIONS OF USE: 1) Fastener pullout must be evaluated when installed a species of wood studs other than that which was tested. PROJECT RIO-2578-15 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIEM BRAND L - -- - Y- -—, FIBER-CEMENTPANELS70 WOOD FURRING SOLUTIONS.• , t k,*'JAMES HARDIE BUILDING PRODUCTS, =INC. ,r ' 10901 ELM AVENUE_.. r`, •.w,i •s ; 3 Y: i x 1 'r +i FONTANA CA 92337!! %4-4 Ocm TABLE OF CONTENTS• - . ., i : AliCOVERPAGE -' Y`"«,,_ i""' 4 ' kM*•` f' r x EVALUATION SUBJECTj EVALUATION SCOPE f EVALUATION PURPOSE e" .v y. ` i- . n i,r ` `i ' 1w" µ r i•~ f 0- REFERENCE REPORTS Est 3 i r ;+ 3 .. E" -I=.. i TEST RESULTS. 5 ^ t µ?? i f ' rz -v s``',;" 4.. TABLE,IA, RESULTS OF TRANSVERSE LOADJESTING ' • » - ~: ~. ~ " " ` - t TABLE'IB,ANALYSIS OFALLOWABLE LOAD FOR #6 SCREW AT 10w0.0 " JUSTIFICATION OF USINGTHE RESULTS ON LIGHT_. GAUGE STEEL FRAMING,.-_<. ; Y„ DESIGN WIND LOAD PROCEDURES' f ..,,-- _;-+..-.- ;•-,- , ..,-_ .,•.- V r ~ 4 TABLE 2, COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p- TABLE -3, ALLOWABLE STRESS DESIGN Ck PRESSURES EXPOSURE B TABLEA, ALLOWABLE STRESS DESIGN GiC PRESSURES EXPOSURE C ' TABLE 5, ALLOWABLE STRESS DESIGN CbC PRESSURES EXPOSURE C TABLE 6; ALLOWABLE WIND SPEED (MPH) FOR HARDIEPANEL SIDING r . ct .« . ,"1',,F %[ 1'.'. F"" •' - L t ',r- rL..,..,. y . .t,. PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES-THAT.THE LISTED+PRODUCTSARE IN COA I REQUIREMENTS OF THE ASCE 7-10, THE 2D14 FLORIDA-BUILDING CODE, AND THE•2012 INTERNATIOP t i - Y• k , _ t.+... tit.--,.. ...c.._.. .... ...4 :.t:-+r= C..,t ` PREPARED BY' I - r i_ s RONALOI.rOGAWA&ASSOCIATES,INC - -+ . - 16835 ALGONOUIN STREET #443 ' HUNTINGTON BEACH, CA 92619 , °C' "I 4 x 714.292 2602 s.<•...-, ..714-8474595FAX F-. Fes. a t I 7 :#t v!' i P: l N+ i a„__- ri i-"i' 1 f ; , •Y : Z_ 411 R« t'._`'`'I,.,,,_,,).-,,,,.•'YY./ 1 ,f,,,., a.fye -Sf. t (! x a tr d i YyG ` eT Y ` -1t ;473if F rG..-..c....... s....,r..'-..;...G,:....a,,.....at- ((i.._..r•—` s..... r:-'f i " t f• i ,i: e+{• pGA r-m: k ,. i r.3 ..-• r y , 1 * STAIE Y 2 4 1- x % cc GR,F 7Y A wYt. 4 RONAiO 1. OGAMASSOCIATES, INC. 16835 ALGONQUIN STREET 4111443 HUNTINGTON BEACH, CA 92649 IT) 714-202-26M (F) 714-847-4595 PROJECT: RIO-2578.15 EVALUATION SUBJECT HardiaPiMla Sldkly James Hardie rodua Trade Nam" coaled in Oft erafualbn: HardaPanalD S- q. Campawsi S-M. Pr"- Panat sidkv EVALUATION SCOPE: ASCE 7.10 2014 Fla"SAMN Coda 20121n i rnsborW D&W Coda 2012 kr mnsboruf Resklenbel Coda EVALUATION PURPOSE: Thi anstysis le b d.lerwGw fr rn.Yinn, drripn 3-wrarM pal wlne apaed m be misled by an assamdy at HardsParW (CM+par+al Prevai PawO sianp asterad m woad furrrps m s4tar wood er mod wrirp with nab or saw" REFERENCE REPORTS: 1. us~ Report 102024353COO-00%A , Tfwnwm bed test on HamlieftneL TEST RESULTS: Table Ia. Raatda of Tranwna Load Tasting Frkro Fastww Ut:ana Maw" Tau TNdvass Sos7rp Spo4v Fastsnor Type load D-ign Law' Report Number Agwyl n) YAM Fnvno T a in) and Ornemlom IPSF) PSF) Faikn Mass 10202A363CO0401A kdeMk 0,3125 4s 2X4 wood sue' 3' Vi* ty 3.S 18 6 No. a X 125, loop A A32S KO 160.7 S3 6 poD itrou^'1 dnWaavuldaSFrhomingeaedbrpleheadsawn1t>? 024]63CO000tA tnlerlek O.31I5 N 2X4 wood and, 3M' C"CA by 3.5' 16 a No, 0 X 125-"X 0.3Z r HD 131 A 3.6 pull Yttouph wfds Sw f ftv nbbad bupM Mad sa"w 1020Z4363C00- 001A knrtak 0,3125 48 7X4 wood rwd' 314' W** by 3 5- 16 12 NO. a X 125- lag X 0 323' HD 406.1 3S 4 pug ttr0uo wwoSPForkvabedbuplohealsaw" 1CLD24353C00- 001A Mdmak 0.3125 46 2m wood aid' 314• fink by &S 16 6 0- 0W ahw* X 0215' NO a 1S 147. 6 2 pJl frou t IhacOra wWoSPFTuffMaprvgvahmanail1020243= 00.001A b%W W 0.3125 48 2X4 wbod awl. 3H' faCk by 3.5' 24 6 No. a X 1.25' loop X D.323' tiD 42.7 I27A PA ttrouyh rtrscu re w(ds SPF funig rLbod buOM head screws i- m rarrwan ww" narrao on nafry warwa pwwawxn ewo CN oarrwp "Mmms. 2. AWA*" bad is drtarmirwd trap NOmaM bad &AW d by a aclor of safety of 1 3, WNaPWW 64r1p wnpba with ASTM C1106, ST4 WAV SpooftsiOn hr Grofa 11, Type A na.asaessle rb&FCenwnt FW Shasta. Table 1 b. Amlyats of Allowable load tar Al Sc at 10" O.C. a8 Saawspeckv Fos: erw . (n a 12 10 FrwrA m 16 • 16 16 FasWwT a'aate 089 1.33 1-11 A7owsde loan 43 6 - 35 4 3a.a k4n,( Jual fasterw bad f1b. 3A$ 472 • 43.1 he fastener load fors$ sow at 10' O.C. was cak xUiod as the awape a fie test rouft for 6' and 12' O.C. TM a70wabls load to 08 screw at the apainp of 10' O.C. kdo turfg on be cola &W by interpoateq fw rnsuRs of same bswwr at 6` and I O C.' adm aori iesa turf amM tikes mode of fsukwwr ptd trough fan the parWL As armwn in ftw table, vw aaowable bed for 98 wws kWa$ed at 1Ir O.C. a wood furring is 3$.$ pef. Jus00catlon of Us" "Reautla on Upht Gautto Sled Fran*W In to GLA31W mrdgaaftu as astenars wm OVACtad b #awing only. so vNlWw MM lurmp le attadved to wood or MW ftw- V 60es not aUg pawls' troneverse bad capsery. trs 0M prase arpinW* raspW6Mty to WMn fN hirWV attKftrAWa and frar)Np ma WW% 10 fta» authd"ra 108d capaataa. . Fssiot t: sl .- Af ._ L•: " RON&D L OGANAASSOCIATES. INC. t 16E35 ALGONOIJIN STREET 0443 ! HUNTINGTON BEACH, CA 22649 f) 714-292.20M (F) 714-8474595 PROJECT' WO-2578-15 DESIGN WIND LOAD PROCEDURES: Fdw-cwrm t silaenp rutnwne load aWw y (what load rapacity) is deMrtnmW via amnp4arm b w lo rwmnis bad riband tw cMndetds_ Vu the tranwaras loan Msx+p an seowable daipn load Is aaiamwrd based on a tarsor of -sal" of 3 WpbW lo the "Uto rat bad Egmdm 1. %pQM025M'4'K.lV J K ASCE 7-10 aquatbn 32,X1) 4 . Nlody pr— at h69M 2 K . vdedh nresaun ere mefiuw4 era r!ed at taYpM z Ke , lopapraphk fanior Epuatkm 2. K.. wind do Acraft facW V , but wind speed piacvnd gust MPM a dMwx*ud tram 2012 M Fipsss 16M& B, a C: ASCE 7-10 Fgtaoa 26.6S1A B, a C V.V. I Ouse. 2012 SC Socbm f00Zt deat>man4 V.. utfznaM des;r wind %Pb6ft (b4MW4 gun MPH) defaretnitned fnm 201219C F*M iGOK B a C: ASM 7-10 Fi7•ese 2B.S7A. B a C Equation et, ASCE 7.10 MiaLOd 30,61) O .. prdduCi or endernat prwsevs ndasa arW gua•.Rw tsnda Oc.. product of edwmal prassrae eoe" 04M rnd gun sma bc2cw, p . deslgn peso" (PSF) far a16ng (esowabla dsepn bed for 7 - To drasrnihme demon p c=m aab> g,1rd Epttabort; { Equation 4. - p.0.002%-V,'K K.V."(GC06C.) A/owebb Sbeu Des%M ASCE 7.10 Sect o n 2 4.1. bed aombitwlod 7 Equation_ G.OAD • 0 SW W, ASCE 7-10 awba t Z4.1, bad Co-ftwubort 71 0. dad bed W . wind bad To d**,,A a f1» Arwnbp Ssess Design Pt ium. &a* 00 bed ArcrorbW (+fod) bon EquMon 4 t0 P fda7tge P W=#W) detetnirrd mm 07A n 4 Eguation6, P-•0OV - Equation T. Pr • 0 f1'(0.00256'K.'1(,•K.W.(GC.4C.)l E4uaSon 71s used to pop Qft liblr 3; 4, and S TO deirmin0 OV adsebb u "VO basic wmd aped b Haralr SWwry in Tab* 6, S&M Egwbw 7 b Equation t. V. (p..f0 b 0.00254 K. K„ K'fGC. GC.11es APafkaDM to MO W$ apsaW in ErcrA6ona 1 though 7 012012 f3C Secdcri 160l, f. f. to debmine Me aPowwbb rroasrtal design wind spad (Vitsd) M Hartti Sk%v in rat* 4 sppy the wr wskn fornr-a bek4K I Equations, Vim.-V.*t06f' W,, 2012 f9C Section I W9,3. 1] V.... tWn nrnM design vlitd sped (3-60 r gullf mph) ovf. 201218C S*ww i WZ1) QGA 4 1 cr o STATE ' ls3/0 N AL S , RONALO 1. OGAV AASSOCIATES, INC. 1 U35 ALGONpl1IN STREET "43 HUNTJNGTON BEACH• CA 02649 T) 714,M.2WZ (F) 714-8474525 PROJECT: RIO-257&15 r— - .+.w-. . , .,w, .«.y..t.«- ,w. <».r..`.,-..r,,.w•,rn...-F,".,.,.,.,_•r.x., ,. r...... .- ....w._...".a..,•...---. - ..,..,..- .,, __.. 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IwI.1...M•IrOM.aI.1a'a•wMwww.rR.wtM,In1•ar,M N•awwnw.Wa_q'Q-L'w/tllaw•.,. F I.1:L.'r' a r. •,r,r• wl, •.,•1a... , ,i - Y-4,j" fir'{' y l.lrrr Nre.•11w. • IYa 4+N aa+4•+.r.I..r a wo,a.• #."++M-r M••«r'• a,a•Il -..p . n..0paw ."m A 7A73lCww 3.G0MI"P.e3;1V1.Koons c4o,, f.`aKCr,-t,•I,K3,w_-Q-a 71. 2At1 R"Jf1C, 710a taullC,r.l..l.r.I..w,l•1•w,w.•f••rrlal•.w -_ all.••4a^ru.lwn..• I 10.46 rF.nMA 5YlfM,Mfal.rlrw+IE3,• 4r.a2.ar•rr+,rd,r...arv.ry rr.c wr•1n•soz s.. QQc na. u+Far.1r .+r, U33ITATIONS OF USE: } i:•}. " q ) SI In Ho VVb* ) f,al.•a ve 2aa•3 Qf*0 Frtat 0.7 NLai-0d• .Cauttly FWd., 1.OA I&MZ2..D..R•• ;'r' .•.. +•s f.# k«f- t' 9;' tle i' w ws i Intertek REPORT NUMBER: 102O24363CO"01A ORIGINAL ISSUE DATE: April 1, 2015 REVISION DATE: April 30, 2015 EVALUATION CENTER INTERTEK TESTING SERVICES NA LTD. 1500 BRIGANTINE DRIVE COQUITLAM, BC V3K 7C1 RENDERED TO. JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 9233T PRODUCT EVALUATED: HardiePanelO EVALUATION PROPERTY: Transverse Load Testing tiff' t.OGq ' a 21 srq F L Report of HardiePanel® tested in accordance with ASTM E330-200212014, Standard, Test Method for Structural Performance of Exterior- Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference - This report is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between Intertek and Its client. Intertek' s responsibility and liability are limited to the terms and conditions of Me agreement. Intertek assumes no IlablGty to any party, other than to the Client in accordance with the agreement, for any loss, expense or damage occasioned by the use of this report Only the Client Is autharfzed to copy or distribute this report and then only in Its entirety. Any use of the Intertek name or one of Its marks for'the sale or advertisement of the tested naterfal, product or service must first be approved In writing by Intertek. The observations and test results in this report are relevant only to the sample tested. This report by itself does not Imply that the material, product; or service is or has ever been under an Intertek certifiratfon program. tames Narthe BundkV Products, hx. Report No. IMM43SX00.001A 1 Table of Contents April 30, 2015 Page 2 d 7 1 Table Of Contents..............................................................................................................2 2 Introduction........................................................................................................................ 3 3 Test Samples..................................................................................................................... 3 3.1. Sample Selection ........................ .... 3 3.2. Sample And Assembly Description............................................................................. 3 4 Testing And Evaluation Methods........................................................................................ 3 4.1. Conditioning............................................................................................................... 3 4.2. Transverse Load......................................................................................................... 3 5 Testing And Evaluation Results.......................................................................................... 5 5.1. Results And Observations.......................................................................................... 5 6 Conclusion......................................................................................................................... 6 Appendix A Transverse Load Test Data.....................................................................17 Pages RevisionSummary 1 Page firl//rrr i/y r iti'' QGAWq SIP" ' 4 ` A9 fi10R P _ Q FSS O AL MIAMbDADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTAIENT 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/economy James Hardie Building Product, Inc. 10901 Elm Avenue' Fontana, CA 92337 SCOPE: This NOA is being issued under the applicable riles and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County 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, CetnSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/2412013, prepared by the manufacturer, signed and sealed by Ronald I.Ogawa, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: 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 revises NOA ti 13-0311.07 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. 15-0122.04 Expiration Date: May 1, 2017 Approval Date: April 9, 2015 03/3 1 5 Page 1 ._ James Hardie Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA # 13-0311.07" 1. Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoff t 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 WR) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 5 h edition ( 2014) FBC issued by Ronald I. Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald 1. Ogawa, P.E. 03/ 30/V 15 Carlos M. Utrcra, P.E. Product Control Examiner NOA No. 15-0122.04 Expiration Date: May 1, 2017 Approval Date: April 9, 2015 E- 1 WALL LENGTH Stud Spacing at 16" O.C. SEE 134 1 1 1 DETAIL A 4GA ra Mr>¢E*LSEb •`•1 1XIN WAJ- Nioi• G`' 11.ej y Acocuar • i (.. B F-= Nails at 16" O.C. (typ.) 3/ 8" Minimum Edge Distance Sheathing fastener, as described in Note 1 Panel fastener, as described in Note 2 awe me 1 HardiePanel, Cempanel, i Prevail Panel Siding r pauk Cart Water - resistive barrier per Florida Building Code Section 14042 5/ 8" thick / 5 ply APA rated plywood sheathing fastened in accordance With Florida Building Code Section 2322.3 _ n 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. 5/ 8" thick / 5 ply APA rated plywood sheathing in accordance with Florida Building Code Section 23223 x 1' WattM1resistive c barrier per Florida Building Code Seclion 1404.2 ens i 2" X 4" S-P-F Wood Studs Hardl anelnel,, SECTIONB-B Cempanel, Prevail Panel Siding PROQ% j DESCRIPTION HardiePanel®, CempaneW, & Prevail® Panel Siding materials are nonasbestos fiber -cement products tested in accordance with ASTM C1186 Grade II, Type A and meeting the requirements of the Florida Building Code. PANEL DIMENSIONS Width Length Thickness 4' 8,9,10' 5/16- DESLGN PRESSURE RATING Installation Design Pressure Wood Studs -76 psf Impact Resistant — Planks installed over 5/8" thick / 5 ply APA rated plywood sheathing 14ARDIE AIgLJIZIl E AREVEIpLNANEL SIDING INSTL1-T10N DEX-ALA All installation shall be done in conformance with this Notice of Acceptance, the manufacturers installation recommendations, and the applicable sections of the Florida Building Code. Wood studs where HardiePanel, Cempanel, Prevail Panel Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.OA Note 1] 5/ 8" thick / 5 ply APA rated plywood sheathing shall be attached to the studs in accordance with Florida Building Code Section 2322.& The siding panels shall be installed over 518' thick 15 ply APA rated plywood sheathing supported by a minimum of 2"X4" S-P-F wood studs spaced a maximum of 16" O.C. Note 2] The siding panel fastener shall be a 2' 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 518" thick / 5 ply APA rated plywood sheathing into wood studs located at 16" O.C. Fasteners shall have a minimum edge distance of 30' and a minimum clearance of 2" from comers. HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 Phone: 909-355- 6300 =E FSOM NO Fax 909-427- 0634 A Creator E. Gonzales SCALE 12" =1'-0" DIAG No REV PNL-PL K- SCFF 1 Date: 412412013 srrr£ r 1 OF 12 Fastener Spacing per Florida Building Code Section 2322.3 III. PRO 7NC4 tEVLSF I Igo g vrah be Iflwiidla saftscaft IND mw—mv—pr'' r PR0DVCT>z,r„L%W - asconWly;agwAft FlwiU I rbaw Ptodnct Control I- f Fastener Spacing per Florida Building Code Section 2322.3 I I•I FRAMING NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED Cladding Framing Sheathing WITH 3-112" 16d COMMON NAILS (2 PER TOP AND FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE BOTTOM CONNECTION) NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) IF THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE AFIEATH[NG NOMINAL 518" THICK/ 5 PLY APA RATED PLYWOOD HARDIEPANEL, CEMPANEL, PREVAIL PANEL SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA BUILDNG CODE SECTION 2322.3 INSTALLATION DETAILS WOOD STUD CONSTRUCTION CLkZQ1NG (a THE PANEL IS FASTENED WITH 2" LONG, 0.223" HEAD James Hardie Building Products, Inc. DIAMETER, 0.092" SHANK DIAMETER, CORROSION _ 10901 Elm Avenue RESISTANT SIDING NAILS, PLACE NAILS 6" O.C. AT Fontana, CA 92337 PANEL EDGES AND INTERMEDIATE STUDS Phone: 909 356-6300 SIZE FSC a NO DWG NO Fax 909-427-0634 A PNL-PLK-SOFF Creator. E. Gonzales SCALE V = T-0- Date: 4/24/2013 SHEET 2 OF 12 1 ALL LENGTH Pf2QDUCT DESCRIPTfOJ Stud Spacing at 16" O.C, SEE FlardiePane!®, Cempanel®, & Prevail® 1 DETAILA Panel Sing materials are nonasbestos i----,--•--: _ _' --- ti. _-•--- ---_ T_-_- _ • thick / 5 ply APA rated fiber -cement products tested in518" p 7 riiiiir accordance with ASTM C1186 Grade It, I I ! - i : rtrr . t plywood sheathing fastened ot G' to metal studs as described Type A and meeting the requirements of tOi 11i`;fBEVL . tr, \ in Note 1 the Florida Building Code. V'M the Ftwift , \, _ i E001 CoQe ; " L PANEL DLMENSfO[1$ WALL !- i/ f % \ Water{esisrive Width Length ThicknessNo. 1 . barrier per Florida HEIGHT I y{ ` Building Code 8,9,10' S/16 Section 1404-2 DESIGN P ESS_UR F2ATING A" ` pInstallationDesignPressure 4OR0 '' 20ga, 3-5/8"X 1-518" Metal Studs -104 sf Metal Cstud ONA ,, C- : — :-_.u-:-- --- . - ,r Impact Resistant- rr HacdiePanel, S•i~CTJ.O_B Cempanel, Panel installed over 5/8"thick / 5 ply B F I Prevail Panel APA rated plywood sheathing Nails at 6" O.C. (typ.) 3M" Minimum Edge Distance Siding i FIAf D1E 41yELyCEIVIPANEL PIZEVAIItPANEL SIDING fNSJA_ U ANION DETjILS All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's QETA(LA installation recommendations, and the applicable sections of the Florida Building Code. Metal studs where HardiePanel, Cempanel, Prevail Panel Siding will be installed shall be Sheathing fastener, as designed by an Engineer or Architect per the Florida Building Code and the requirements of this described in Note 1 N.O.A. RE F1twi , \11 [Note 1] 5/8" thick / 5 ply APA rated plywood sheathing shall be attached to metal studs at 6"ocUn CIase \ at panel edges and all intermediate supports using a No.6-18, 0.315" head diameter X 1-1/4" long No Panel fastener, as described in bugle head screw C , ` Note 2 The siding panels shall be installed over 5/8" thick / 5 ply APA rated plywood sheathing supported by a minimum 209a, Nominal 3-5/8" X 1-5/8" Metal CStuds spaced a maximum of 16" Cwd O.C. HardiePanel® Siding [Note 2] The siding panel fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-5/8" long* ribbed bugle head screw ("or screw shall have at least 3 full threads penetrating.metal framing); the fasteners shall be spaced at 6" O.C. at panel edges and intermediate studs; the Water -resistive barrier r fasteners shall be driven through the 5/8" thick / 5 ply APA rated plywood sheathing into metal Pe studs located at 16 O.C. Florida Building Code Section Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from 1404.2 comers. HARDIEPANEL, CEMPANEL, PREVAIL PANEL i 5/8" thick/ 5 ply APA rated INSTALLATION DETAILS METAL STUD CONSTRUCTION plywood sheathing fastened to metal studs as described James Hardie Building Products, lnc, in Note 1. - _ t - 10901 Elm Avenue 20ga, 3-5/8" X 1-518" Metal C-stud Fontana, CA 92337 The wall and soffit frames are to be designed Phone: 909-356-6300 sum FSCM NO owc r o Rev by the Architect or Engineer of Record in Fax 909-427-0634 A PNL-PLK-SOFF 1 compliance with the Florida Building Code. Creator. E. Gonzales SCALE 12" = T-0" Date: 42412013 SHEET 3 OF 12 1 6.001n. I II I I• I II I 6.00in. PRODMIr REVISM as oomplykg wi& the F6xidn HmU" Code r l aycoll f' II I'I II T I• I 6.00in. I I ICI I fl I.I II rRaon,lca Ar- m nr07mg wick *8 F1eeds I m/ne No al/ . Do of ttre Ks I- FRgMII G NOMINAL 20 GAUGE 3-5/8" X 1-5/8" STEEL STUDS 16" O.C. FASTENED WITH 5/8" WAFER HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 9HEA18-M-9i NOMINAL 5/8" THICK / 5 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT V' OC AT PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8-18, 0.315" HEAD DIAMETER X 1-1/4'LONG BUGLE HEAD SCREW CL_ADI_NDG - THE PANEL IS FASTENED WITH NO.8-18, 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 I I { / I I / Framing II I Sheathing I I I II II I I.I I.I I ' '' OGA 1 I ` 0. 121 STATE OF S/ONAI.is ! FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 Phone: 909-356-6300 ST—C FSCM NO DM No Fax 909-427-0634 A PNL-PLK-SOFF Creator. E. Gonzales SCALE 1" = 1'-0" Date: 4/24/2013 SHEET 4 OF 12 I N. 7 Stud Spacing at 16" O.C. WALL LENGTH T-- j is -- -- i - - - WWI j 1 I i as coepOlywgw,itb Elmids VALL Build * Cone EIGHT 7 j >>' i j Mimtt! I ace t'rodu C,00troii 4rj. 3/4" Minimum Edge Distance QFTAJ.L A Sheathing fastener, as described in Note 1 sSIO N Nails at 16" O.C. (typ.) N Siding fastener, as described in Note 2 c,. Fhwift 11 na NoS HardiePlank, CemplanK Prevail Lap Siding Cwra. Water -resistive barrier per Florida Building Code Section 1404.2 5/8" thick 15 ply APA rated J- plywood sheathing fastened in accordance with Florida Building Code Seddon 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 PRODUCT DESCRIPTION HardiePlank®, CemplankS. & PrevailO Plank Lap Siding materials 518" thick / 5 ply APA are nonasbestos fiber -cement rated plywood products tested in accordance with sheathing in ASTM C1186 Grade It, Type A and accordance with meeting the requirements of the Florida Building Code Florida Building Code. Section 23223 pANELJQJgF $LONS Wad resistive Width Length Thickness barrier per Florida 59-1/2' 12' 5/16" Building Code Section 14042 DESIGN PRESSUFZiiRAiINC 2" X 4" S-P-F Installation Design Pressure Wood Studs Wood Studs -92 psf Lap Siding Impact Resistant - Planks installed over 5/8" thick / 5 ply 1-1/4" tell X 5mis" APA rated plywood sheathing thick starter strip fi.AE2DI EP_LAIV,FC,_CEINPLANFCLPR-EyA1.4Lq S_IDI_IGJNSTALLATICN Dt}1115 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 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.O.A. Note 1] 5/8" thick 15 ply APA rated plywood sheathing shall be attached to the studs in accordance with Florida Building Code Section 2322.3. Planks shall be applied horizontally commencing from the bottom course of the wall with 1-1/4" wide laps at the top of the plank such that the exposure area of each plank is 5 8-14' vertically. Note 2] The siding fastener shall be a 2-1/2' long, 0.223" head diameter, 0.092" shank diameter, corrosion -resistant siding nail; The siding is fastened s 8-1/4" O.C. vertically and 16" O.C. horizontally; fasteners are driven into wood studs through 5/8" 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. The planks shall be installed over 5/8" thick / 5 ply APA rated plywood sheathing supported by a minimum of Z%4" S-P-F wood studs spaced a maximum of 16" O.C. Fasteners shall have a minimum edge distance of 3/8". HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm AvenueINN - Fontana, CA 92337 Phone: 909-356-6300 SIZE FSCM NO DM NO Fax 909-427-0634 A PNL-PLK-SOFF Creator. E. Gonzales SCALE 112- =- v-o- Date: 4/24/2013 1 SHEET 5 OF 12 Fastener Spacing per Florida Building Code Section 2322.3 16 in. OC / Cladding Fastener Spacing per Florida Building Code Section 2322.3 0.75n_--- F'ROWCT REVISM asmwm0ywgwkb.ttwFkwids Aarro13511.0i 58. 251n. moo. ode Product Ca trai FRAMING NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED WITH 3-1/2" 16d COMMON NAILS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATHING NOMINAL 518" THICK / 5 PLY APA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA BUILDING CODE SECTION 2322.3 CLADDI- t-G PLANKS OVERLAP 1-1/4" THE EXPOSURE IS s8-114" THE PLANKS ARE FACE NAILED WITH 2-1/2" LONG, 0.223" HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION - RESISTANT SIDING NAILS,-PLACEO 3/4" UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION Framing Sheathing s PRODUCT REviSFDBaum . I • S+ ongpiC40ftwitl No. 121 sx ? p STATE OF de no& wl ssiontaL ti FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND 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, Inc. 10901 Elm Avenue Fontana, CA 92337 Phone: 909- 356-6300 SUE FT ND DVN3 NO RE Fax 909- 427-0634 A PNL-PLK-SOFF 1 Creator E. Gonzales SCALE 1" = 1'-0" Date: 424/2013 SHEET 6 OF 12 i WALL HEIGHT at 16" O.C. i van ait[ht>;v rCAM* ittac 7ories ' 1, YJ: ade Ytuctmct Conbrl I i 1i y 314" Minimum Edge Distance DET tL,6 PROl UC[ vLSED rt'oro olriswt tlrc Florid• A'°ryrro l j ' tarsby i Nails at 16° o.c (typ•) T SS/ONAL Sheathing fastener, as described in Note 1 Siding fastener, as described in Note 2 HardiePlank, Cemplank, Prevail Lap Siding Water -resistive barrier per Florida Building Code Section 1404.2 5/8" thick / 5 ply APA rated plywood sheathing fastened to metal studs as described in Note 1 20ga, 3-5/8" X 1-5/8" Metal Cstud The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. SEE DETAILA 5r8- thick 15 ply APA r rated plywood sheathing fastened to metal studs as described in Note 1 water -resistive barrier per Florida Bu7ding Code d Sedlon 1404.2 PFZODUCT DISC IPTaQ{4 HardiePlana, Cemplank®, and Prevail® Plank Lap Siding 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. PLANK DIMENSIONS Width Length Thickness s 9-1/2' 12' 5/16" 20ga, 3-s/8-X 1-sl8' PRESSUgE RATINGMDESIGNMetallC-stud HardiePlank, Installation Design Pressure Metal Studs -92 psf mplank, Prevall Lap Siding Impact Resistant - CTtO R—g 1-1/4-ta11X &16" Planks installed over 518" thick 15 ply thick starter strip APA rated plywood sheathing HARDIEPLANKCEMPLANf PRE1/AIL L1 P SIDING INS^TALLATIOTJ DEJJ IkS 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.O.A. Note 1I 518" 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 dlameterx 1-1/4' long bugle head screw Planks shall be applied horizontally commencing from the bottom course of the wall with 1-1/4' wide laps at the top of the plank such that the exposure area of each plank is:5 8-1/4" vertically. Note 2] The siding fastener shall be a minimum No. 8-18, 0.315" 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 5/8" thick 15 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. The planks shall be installed over 5/8" thick / 5 ply APA rated plywood sheathing supported by a minimum 20ga, Nominal 3-5/8" X 1-5/8" Metal C-studs spaced a maximum of 16" O.C. Fasteners shall have a minimum edge distance of 3/8". Creator. E. Gonzales HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION[ DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc 10901 Elm, Avenue Fontana, CA 92337 SIZE FS" No A ALE 1 /2" =1'-0" PNL-PLK-SOFF Date: 4/24/2013 70Fi2 I 6 0 )in.l 0.75in 6.00in. F.— -- l6 in. OC__— / Cladding FRAMS am-kiing coat T _ By 58,25in. F13gM1NG NOMINAL 20 GAUGE 3-5/8" 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 BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SEiEATFjJNG IN 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 1-1W LONG BUGLE HEAD SCREW CLA-DQ1NG PLANKS OVERLAP 1-1/4" THE EXPOSURE IS 58-1/4" THE PLANKS ARE FASTENED WITH NO. 8-18, 0.315" HEAD DIAMETER X 2-1/4" LONG CORROSION - RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACED 3/4" UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION I , I I 6.00in.00 I REVISED rim* wft an "xi& I Is Framing Sheathing r f o. 2 121 aSTATE OF rs &,ACE G13 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) HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 Fax 909-427-0634 A I PNL-PLK-SOFF Creator. E. Gonzales ISCALE 1" = 1'-0" I Date: 424=13 SHEET 8 OF 12 1 WALL LENGTH Stud Spacing at 16" O.C. isrjiiii. i.i i•IIi.i i i.l j i ` I i ! .i i• WALL iEIGHT I i i.! i i I •i i L'- - i - - - - —-'i'----'---...... '''................. i ------ ' 3/8" Minimum SEE PR ML&I DESCMP CLK DETAIL A HardieSoffitS & Cemsoffit® materials are nonasbestos fiber -cement products tested in accordance with ASTM C1186 Grade 11, Type A l and meeting the requirements of the Florida Building Code. SOFFIT gIMENSION$ 2" X a° S-P-F Width Length Thickness Wood Studs 4' 8' 114, PE LGN eRkSSUjR -ATahfG HardieSoftit, Installation Design Pressure Cemsoffit Wood Studs -70 psf No- 4 21 STATE OF LORM 10NM- iARDI.F SOEF_f_T,_CF(NSOFELTpJAN. L, AS7ALL4TV DETAILS offit fastener, as All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's escribed in Note 1 installation recommendations, and the applicable sections of the Florida Building Code. Wood studs where HardieSoffit, Cemsoffit will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.OA HardieSoffit Cemsoffit ' The soffit shall be installed over minimum 2"X4" S-P-F wood studs spaced a maximum of 16" O.C. Note 11 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 318" and a minimum clearance of 2" from comers. J SECLTj-0-N.R_B O.C. (typ.PRODUCT REVISMNailsat4" ; vtSFD Distance • amoying - & Coat I Fk" 19uNdiog iper Aoorprs ,ior3 G 3lL— o °`ns— BY PhAw Cowd jD Pdud Cmu,ot Minimum 2" X 4" S-P-F Wood Studs The wall and soffit frames are to be designed by the Architect or Engineer of Record In compliance with the Florida Building Code. HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. krM-e 10901 Elm Avenue jj Fontana, CA 92337 Phone: 909-356.6300 SIZE FscM No MG No REv Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator E. Gonzales SCALE 1/2^ = V-d^ I Date: 4r 2013 SIEE'r 9 OF 12 6,00in. 4.001 PRcbu& REVLSFM PRoDucr>s 8 w9b +ee Flow. as eomptyia g wnh me ElonWacode W-Osir Co& i A.dtwa CAM" Sy FRAMANIQ 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 CLADDING 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 10GAIN" No. 121 STATE OF = . sS/0NAI 1111'rva FOR METALAND 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. 0 10901 Elm Avenue Fontana, CA 92337. Phone: 909-356f300 SIZE FSCM NO DW14 NO REV Fax 909-427-0634 A PNL-PLK-SOFF t Creator. E. Gonzales SCALE 1" = 1'-0" Date: 412412013 SHEET 10 OF 12 WALL LENGTH — Stud Spacing at 16" O.C. I ...---*-------- - - ---------- -- -- -.,. _;.--------- WALL I I 0 HT I .i :•E f 3/8" Minimum Edoe Distance DETA&,A i i Nails at 6" O.C. (typ. t fastener, as gibed in Note HardieSoffit, Cemsoffit 20ga, 3.5/8" 1-5/8" Metal C-stud LThe wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. SEE DETAILA 20ga, 3-5/8" X 1-5/8" Metal C-stud HardieSoffit, Cemsoftit SECTION PFZODIJCT DESCR(P7 O j HardieSoffiS & Cemsoffit® 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. SOFFIT DjMT= QN— S Width Length Thickness 4' 8, pESLGN PRESSURE RAT fL Installation Design Pressure Metal Studs -55'9j'f t9t' l. 1/• QAGtn. Y* WO *a FINiss t WI&*Cove Njor A-cptteco 1Vo r /.0 ` 121 H'... l4obc1 can" eae P:odud Cootrd lARpfES_0_FFITsCEMSOFFIT g1 LINSJ LLATIOIyDETA1LS ~ss/L N r rtt,`` All installation shall be done in conformance with this Notice of Acceptan!frianufacturer's installation recommendations, and the applicable sections of the Florida Building Code. Metal studs where HardieSoffit, Cemsoffit will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.OA The soffit shall be installed over minimum 20ga, Nominal 3-5/8" X 1-5/8" Metal C--studs spaced a maximum of 16" O.C. Note 11 The soffit fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-1/4" long" ribbed bugle head screw (`or screw shall have at least 3 full threads penetrating metal framing);the fasteners shall be spaced at 6" O.C. at panel edges and intermediate studs; the fasteners shall be driven into metal studs located at 16" O.C. Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from comers. IIHARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 Phone: 909-356-6300 SME FSCM NO owe No Rev Fax 909-427.OSS4 A PNL-PLK-SOFF 1 Creator. E. Gonzales- SCALE' 1/2" = T-0" Date: 4/24/2013 SHEET 11 OF 12 o.uum. 16.00in, Cladding Framing 6.00in. PReD(JCt REVLiFD f • • wo"Iy wiii tie Fbbb PRODUCT IitE%j:s;rD Aedming & s60avayinswith *8 Fioridu xo 7 AWBY FssioNP4' NOMINAL 20 GAUGE 3-5/8" X 1-5/8" STEEL STUDS 16" O.C. FASTENED WITH 5/8' WAFER HEAD SCREWS (2 PER TOP FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM AC71ON 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 • 4. BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CLADDING HARDIESOFFIT, CEMSOFFIT PANELTHESOFFITISFASTENEDWITHNO.8-18, 0.315" HEAD INSTALLATION DETAILS METAL STUD CONSTRUCTIONDIAMETERX1-1/4' LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACE James Hardie Building Products, Inc. SCREWS 6" O.C. AT PANEL EDGES AND INTERMEDIATE plop 10901 Elm Avenue STUDS Fontana CA 92337 Phone., 909-356-6300 size FSCM NO OM NO REV Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator. E. Gonzales SCAB E 1" -11-0^ Date: 4,24=13 stt 12 OF 12 PROJECT RIO-2556-15 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 1B, 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, ALLOWABLESTRESS 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 2014 FLORIDA BUILDING CODE, AND THE 2012 INTERNATIONAL BUILDING CODE. PREPARED BY: RONALD I. OGAWA & ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714- 292-2602 714- 847-4595 FAX xo% uo ruuttprU 2412j- JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com EVALUATION SUBJECT HardiePanelO Siding James Hardie Product Trade Names covered In this evaluation: HardiePaneW Siding, CempanelO Siding, Prevail- Panel Siding EVALUATION SCOPE: ASCE 7-10 2014 Florida Building Code 2012 Intematanal Building Cade® RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556-15 EVALUATION PURPOSE: This analysis is to determine the maximum design 3-sewrd gust wind speed to be resisted by an assembly of HardiePanel (Cempanel. Prevail Panel) siding fastened to hood or metal framing with naffs or screws REFERENCE REPORTS: 1. intertek Report 3067913 (ASTM C1186) Material properties HardiePanel Siding 2. Ramtech Laboratories Report IC-1270-94 (ASTM E330) Transverse Load 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 3. Ramtech Laboratories Report IC-1271-94 (ASTM E330) Traverse Load Test, 5/16' Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem-Firwood studs spaced at 24 inches on center with a 6d common galvanized nail 4. Ramtech Laboratories, Inc. Report 10868-97/1475 (ASTM E330) Transverse Load Test, 5116' Thick by 48 inch wide HardiePanel Siding installed on 2X4 Group III S63=0 36 wood studs spaced at 16 inches on center with a 4d, 0,091 inch shank by 0225 inch head diameter by 1 5 inch long ring shank nail 5. Ramtech Laboratories, Report IC-1054-89 (ASTM E330) Transverse Load Test, 1/4' 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. log X 0 323 in head diameter ribbed bugle head screw 6. Ramtech Laboratories, Report IC-1055-89 (ASTM E330) Transverse Load Test, 1/4' Thick by 48 inch wide HardiePanal Siding installed on 20gauge Metal studs spaced at 24 inches on center with a No 8 X 1 in. kxg X 0.323 in head diameter ribbed bugle head screw 7. Ramtech Laboratories, Report 11149-911/1554d (ASTM E330) Transverse Load Test, 1/4' Thick by 48 inch wide HardiePanel Siding installed cn 20gauge Metal studs spaced at 16 and 24 inches on center with a ET&F 0.100 in. knurled shank X 1.5 in. log X 0.25 in. head diameter pin fastener 8. Ramtech Laboratories Report IC-1273-94 (ASTM E72) Racking Shear Test, 5116' Thick by 48 inch wide HardiePanel Sidng installed on 2X4 Hem -Fir wood studs spaced at 16 inches on center with a 6d common galvanized nail 9. Ramtech laboratories Report IC-1274-94 (ASTM E72) Racking Shear Test, 5/16' Thick by 48 inch wide HardiePanel 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 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 inch shank by 0225 inch head diameter by 1.5 inch long ring shank nail 11. Ramtech Laboratories Report IC-1057-89 (ASTM E72) Racking Shear Test, 5116' Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem-FR wood studs spaced at 16 and 24 inches on center with a No 8 X 1 in. king 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 HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 16 and 24 inches on center with a ETdF 0.100 in. knurled shank X 1.5 in long X 0.25 in. head diameter pin fastener 1111II I11111//Ijf7j''/ 2412- y STAtE F •'• a cislEiOa duulynu JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com TEST RESULTS: Table la, Results of Transverse Load Testing RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556-15 Fastener Spacing in.) Allowable Frame Ultimate Design Thickness Width Spacing Perimeter Field Load Load' Report Number Test Agency in.) in Frame T in.) Supports Supports Fastener T PSF) PSF IC-1270-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 16 6 6 6d common 149 49.7 IC-1270-94 Ramtech 03125 48 2X4 wood Hem -Fir 16 4 4 6d common 236 78.7 IC-1271-94 Ramtech 03125 48 2X4 wood Hem -Fir 24 6 6 6d common 94 31.3 IC-1271-94 Ramtech 03125 48 2X4 wood Hem -Fir 24 1 4 4 1 6d common 143 47 7 10868-97/1475 Ramisch 0.3125 48 2X4 wood, SG Z 0.36 16 4 8 0 in. shank X 0.in 36.0 D X 1.5 . in. b n shanknail- 90 HD 5 Min. No 20 gauge X 3.625 in. X Min. No 8 X 1 in. long X 0.323 in IC-1 D54-89 Ramtech 0.25 48 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 in. 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 ET&F 0.100 in. knurled shank X 11149-98/1554d Ramtech 03125 48 Min No. 20 gauge X 3,625 in- X 24 4 8 1.5 in. kxg X 0.25 in. head 170 56.7 1 375 in metal stud diameter pin fastener Mn. No 20 20 gauge X 3.625 in. X ET&F 0 100 in. knurled shank X 11149.98/1554d Rarnisch 03125 48 1 in metal stud 16 4 8 1 5 in long X 0.25 in. head 101 33.7 diameter pin fastener 1. Allowable Load is the Ultimate Load divided by a Factor of safety of 3. 2. HardiePanel Siding complies with ASTM C1186, Standard Specfficatan for Grade It, Type A Non -asbestos Fiber -Cement Flat Sheets. Table 1b, Shear Values Allowable Loads In Pounds Per Lineal Foot for Panel Shear Walls''' Fastener Spacing in ) Frame Ultimate Allowable Thickness Width Spacing Perimeter Field Load' Load' Report Number Test Agerxy in.) in Frame Type in ) Supports Supports Fastener T plf) If) IC-1273-94 Ramtech 03125 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 -Fr 24 6 6 6d common 460.0 153 3 IC-1274-94 Ramtech 03125 48 2X4 wood Hem -Fr 24 4 4 6d common 637.5 2125 10868-97/1475 Ramtech 03125 48 2X4 wood, SG 2 0.36 16 4 8 4d, 0 091 in. shank X 0 225 in. 5954 198.5 HD X 1.5 in b ring shank nail Min, No 8 X 1 in long X 0 323 in IC-1057-89 Ramtech 0.25 48 MinNo 20 gauge X 3.625 in. X 16 8 24 6 6 head diameter ribbed bugle 9900 123.8 1 375 in metal stud head screw ET& F 0.100 in. knuded shank X Min. No. 20 gauge X 3.625 in. X 11284-99/1580 Ramtech 0.3125 48 in 16 4 8 1.5 in. long X 0.25 in, head 1227.0 153.4 1 375 metal stud diameter pin fastener ET& F 0.100 in. knurled shank X 11284- 9911580 Ramtech 0.3125 46 Mn. No 20 gauge X 3 625 in. X 2024 4 8 1.5 in long X 0.25 in. head 1060.0 1325 1inmetalstuddiameter pin fastener 1. All board edges shall be supported by framing. Panels shall be applied with the long dimension either parallel or perpendicular to studs. 2. The maximum height -to -length ratio for constrtx:tion in this Table is 2.1. 3. In the steel framed assemblies the allowable bad is based on the average load at 1/8 inch net deflection. 3` RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847.4595 FAX PROJECT: RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie com DESIGN WIND LOAD PROCEDURES: Fiber -cement siding transverse bad capacity (wind bad capacity) is determined via compliance testing to transverse bad national test standards. Via the transverse bad testing an allowable design bad is determined based on a factor of safety of 3 applied to the ultimate test bad. Since the allowable design bad is based on factor of safety of 3, allowable design bads on fiber -cement slung correlate directly to required design pressures for Allowable Stress Design, and therefore should be used with combination loading equations for Allowable Stress Design (ASD) By using the combination loading equations for Allowable Stress Design (ASD), the tested allowable design bads for fiber -cement siding are aligned with the wind speed requirements in ASCE 7- 10 Figure 26 5-1A, Figure 26.5.113, and Figure 26.5-1C. For this analysis, to calculate the pressures in Tables 3. 4, and 5, the load combination will be in accordance with ASCE 7-10 Section 2.4 combining nominalloads using allowable stress design, load combination 7 Load combination 7 uses a bad factor of 0 6 applied to the wind velocity pressure. Equation 1, q,= 0.00256'K. Kj'Ka VZ (ref. ASCE 7-10 equation 30.3-1) q, , velocity pressure at height z K, , velocity pressure exposure coefficient evaluated at height z Ka , topographic factor K, , wind directionality factor V , basic wind speed (3-second gust MPH) as determined from [2012 IBC, 2014 FBC] Figures 1609A, B, or C; ASCE 7-10 Figures 26.5-1A, B, or C Equation 2, V=V,. (ref. 2012 IBC d 2014 FBC Soction 1602 1 definitions) Vu , ultimate design wind speeds (3-second gust MPH) determined from [2012 IBC, 2014 FBC] Figures 1609A, B. or C; ASCE 7-10 Figures 26.5-1A, B. or C Equation 3, p=g6'(GC, GCP) (ref. ASCE 7-10 equation 30 6- 1; GCS , product of external pressure coefficient and gust -effect factor GC, , product of internal pressure coefficient and gust -effect factor p , design pressure (PSF) for siding (allowable desgn bad for siding) To determine design pressure, substitute q, into Equation 3, Equation 4, p=0.00256'K; K„'Kd'V,."(GCp GCP) Allowable Stress Design, ASCE 7-10 Section 2 4. 1, load combination 7 Equation 5, 0 6D + 0.6W (rat. ASCE 7-10 section 2 4 1, load combination 7) D , dead bad W , wind bad 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, = 0.6'[0.00256'K,' K,-K,'V,.'(GCp GCP)) Equation 7 is used to populate Table 3, 4, and 5. To determine the allowable ultimale basic wind speed for Hardie Siding in Table 6, solve Equation 7 for V,., Equation 8, V,. = (p JO.6-0.00256'K, Kn'K,'(GC, GCP)f' Applicable to methods specdied in Exceptions f through 3 of (2012 IBC, 2014 FBC) Sedan 1609.1 1., to determine the allowable nominal design wind speed (Vasd) for Hardie Siding in Table 6, apply the conversion formula below. Equation 9, V, = V,. ' (0.6)°S (ref. 2012 IBC 6 2014 FBC Section 1609.3.1) V,u . Nominal design wind speed (3-second gust mph) (rel. 2012 IBC d 2014 FBC Section 16021) Table 2, Coefficients and Constants used in Determining V and p, K, Wan zone 5 Heigh (R) Exp B Exp C Exp D K,. Kd GC GC 0-15 0.7 0.85 1.03 h560 1 0.85 1.4 018 20 0.7 09 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 1 085 1.4 018 35 0.73 101 1.19 1 0.85 1.4 0.18 40 076 1 04 122 1 0.85 1.4 0.18 45 0.785 1.065 1.245 1 0.85 1.4 018 50 0.81 1.09 1.27 1 515 14 0.18 55 0.83 1.11 1.29 1 0.85 1 4 0.18 60 0 85 1 13 1.31 1 085 1 4 0.18 100 0.99 1.26 1 43 hNiO 1 0 85 1 8 0.18 0GA 2412 i RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1.888-542-7343 info@jameshard ie.com Table 3, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds -Wind Exposure Category B. Wind Speed 3-secondgust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Heigh (ft) B B B B B B B B B B B B B B D-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 20.8 244 28.3 32.5 37.0 417 46.8 52.1 578 63.7 25 14.4 15.9 17.5 19.1 20.8 244 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 24A 28.3 32.5 37 0 41.7 46.8 52.1 5T8 fi3.7 35 15.1 16.6 18.2 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 1 -19.0 20 7 22.6 26.5 1 -30 7 35.3 40.1 45.3 1 -50.8 56.6 1 -62.7 1 -69.1 45 16.2 17.9 1 -19.6 21 4 23.3 27.4 31.7 36.4 41.5 46.8 1 -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 54.1 60.3 66 8 1 -73.7 55 17.1 18.9 20.7 22.6 24 7 28 9 33.6 38.543j8 09.5 55_ 56 5 61810025. 282 31.0 33.8 36.9 43 3 50.2 57. 5. 74.0 1 -62.9 92.4 102.4 1712.9 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-secondgust) 1100 105 110 115 120 130 140 160 170 180 190 200 210 Height (ft) 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 29.6 344 44 9 50 7 56.8 63.3 70A 77.3 20 18.6 20.5 22.5 24 6 26.7 31.4 36 4 4-45 5 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 09.6 56.0 2.8 70.0 77.6 85.5 30 20.2 22.3 24.5 26 7 29.1 342 39.6 51 8 584 65.5 73.0 80.9 89.2 35 20.8 230 25.2 27.6 30.0 352 10.8 53.3 60 2 67 5 75.2 83 3 91.9 40 21.5 23 7 26.0 28 4 30.9 36.3 42.0 48 3 54.9 62.0 1 -69.5 77 4 1 -85 8 94 6 45 22.0 24.2 26.6 29 1 31.6 37.1 411 49.4 56 2 63 5 1 -71 2 79.3 87 9 96.9 50 22.5 24.8 27 2 29 7 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 99.2 55 22.9 252 27.7 30 3 33.0 38.7 44 9 51.5 58.6 662 74 2 82.7 91 6 101.0 60 4 59 7 4 7 .5 162.8 100 32.6 35.9 39 4 43 1 46-9 55.0 63.8 73.3 83 4 94 1 105 5 117 6 13( 143.6 Table 5, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category D, Wind Speed 3-secondgust) 1D0 105 110 115 120 130 140 150 160 170 180 190 200 210 Height (ft) D D D D D D D D D D D D D 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 80.4 89.1 98.2 25 23.1 25.5 28 0 30 6 33.3 39.0 45.3 52.0 59.1 66.8 74.9 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 86A 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 1 -30.5 33 3 36.2 42 5- 49.3 56.6 64.4 1 -72.7 1 -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 1 -742 83 2 92.7 102 7 26.2 28.9 31 7 346 37.7 44-3 51.3 58 9 67.1 75.7 84.9 94.6 104.8 55 26.6 29.3 32.2 352 38.3 45.0 52.2 59.9 68.1 76.9 86.2 96.1 1064 A135010037.0 40.8 44 7 8.9 53.2 62.5 72 5 83.2 94.6 106.8 1198 133 4 147.9 Tables 3, 4, and 5 are based on ASCE 7-10 and consistent %nth the 2012 IBC, 2012 IRC and the 2014 Fonda Building Code RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie com Table 6, Allowable Wind Speed (mph) for HardiePanel Siding (Analytical Method in ASCE 7-10 Chapter 30 CdC Part 1 and Part 3)8 \\\„ t I OGAiV"N, 2012I8C, 2014 FBC 2012 IBC, 2014 FBC G 1241 2 ' 4 91: STATE (OFj Q R vPo: `(j K ii/ . Lo ati0.• `i\\ J:` \ eREDIu;`i''\\ Coenfclents used In Table 6 calculations for V,e Allowable, Ultimate Design Wind, Speed, V. 3-second gust mph) Allowable, Nominal Design Wind, Speed, V a s 3-second gust mph) Applicable to methods specified in [2012 IBC, nd60911FBdSection 12012 IBC, 2014 FBC] Figures 1609A. B. or C bletomethods in Excaptnns 1 throng 3of[20Bq 13C. 1609.1.1 Wind exposure category Wind exposure category Siding K, Product Product Thickness inches) Width inches) Fastener Type Fastener Spacing Frame Type Stud Spacing inches) inches Building Heighl3'' feet) B C D B C D r`*Nrabi* Design Load PSF) Exp 8 Exp C Exp D K. lCe GCo r HardiePanel® 5/16 48 common 6 2X4 wood Hem -Fir 16 0-15 186 168 153 144 130 118 49 7 07 085 103 h560 1 0 85 1 4 018 20 1 186 164 149 144 127 116 49 7 07 09 1.08 1 0851 14 018 25 186 160 147 144 124 114 49 7 0.7 0.94 1.12 1 0851 1.4 018 30 186 157 144 144 121 112 49.7 07 0.98 1.16 1 0 85 1 4 0.18 35 182 154 142 141 120 110 49.7 073 101 1.19 1 0851 1.4 0.18 40 178 152 141 138 118 109 497 0.76 1.04 122 1 0.65 14 018 45 175 150 139 136 117 108 49 7 0.785 t.065 1245 1 0.95 1.4 018 50 172 149 138 134 115 107 497 0.81 1.09 1.27 1 0.95 14 0 18 55 170 147 137 132 114 106 9.7 0.83 1.11 1.29 1 0A5 14 0.18 60 168 146 136 130 113 105 49.7 085 1.1 11.31 1 085 14 0.18 100 139 124 116 108 96 1 90 49.7 099 126 1 a3 h>60 1 085 1.8 018 HardiePanel® 5116 48 common 4 2X4 woad Hem -Fir 16 0-15 233 1 212 192 181 164 149 78 7 07 0.85 103 h560 1 0.85 14 0.18 20 233 1 206 188 1 181 159 146 78 7 07 09 tA8 t 10.851 1-4 10.181 25 233 201 185 181 156 143 78.7 07 0.94 1.12 1 0 a5 1.4 1 0181 30 233 197 181 181 153 140 78.7 07 098 1.16 1 0851 14 018 35 229 194 179 177 151 139 78.7 0.73 1.01 1.19 1 085 1.4 018 40 224 192 177 174 148 137 787 076 1.04 1.22 1 0.85 1A 018 45 220 189 175 171 147 136 78 7 07851 1.0651 1.245 1 0 85 14 018 50 4 187 173 3 145 134 1 -78 7 1.09 1 27 1 085 1.4 018 55 214 185 172 166 144 133 78.7 1.11 1.29 1 0.85 14 0.18 60 212 1114 171 164 142 132 78.7 1 13 1.31 1 085 14 0. 88 100 175 155 146 136 120 113 78.7 E07 126 1.43 h>60 1 0.85 1.8 0.16 HardiePanel® 5/16 48 6d common 6 2X4 wood Hem -Fir 24 0-15 147 134 121 114 103 94 31 3 085 1.03 hsW 1 085 14 018206-7 130 119 32659 101 92 313 09 1.08 1 0 85 1 4 0.182571271165989031.3 0.94 1.12 1 085 1.4 018 30 147 124 114 114 96 89 31.3 07 098 1 1.16 1 085 14 018 35 144 123 113 112 95 87 J1.3 073 1.01 1.19 1 086 14 018 40 141 121 112 109 94 86 31.3 o.76 1.04 122 1 0.85 1.4 O t8 45 139 119 110 108 92 86 313 0785 1065 1245 1 095 14 018 50 137 1 118 109 106 91 85 31 3 081 109 1 TT 1 085 14 018 55 135 117 108 105 91 84 31.3 0.83 1.11 129 1 0.85 1 A 0.19 60 134 116 108 103 90 83 31.3 0.85 113 1.31 1 1 0 85 1 4 018, 100 111 1 98 92 86 76 71 37.3 0.99 1.26 1.43 h>60 1 0.85 1.8 018 HardiePanel® 5116 48 6d common 4 2X4 wood Hem -Fir 24 0-15 182 165 150 141 128 116 47 7 07 1 0 a5 1.03 hs60 1 0.85 1.4 018 20 1 a2 160 146 141 1 124 113 1 477 07 09 108 1 0.85 14 018 25 182 157 144 141 121 111 47.7 07 0.94 1.12 1 085 14 0.18 30 182 154 141 1 141 119 109 47.7 07 0.98 1.16 1 085 14 0.18 35 178 151 139 138 117 108 47.7 073 1 01 7.19 1 0 a5 14 018 40 174 149 138 135 116 107 47.7 076 104 1-22 t 085 1.4 0.18 45 172 147 136 133 114 106 77 0785 1.065 1245 1 0.85 1.4 018 50 1691 146 135 131 113 105 47.7 081 1.09 1.27 1 085 14 018 55 167 144 134 129 112 104 47.7 083 1 11 1.29 1 085 14 018 60 165 143 133 128 111 103 47.7 0.85 113 1.31 1 1 1 0.85 14 0.18 100 137 121 114 1D6 94 88 7.7 0.99 126 1.43 h>60 1 10851 18 018 HardiePaneN® 5/16 48 4d.0.091 hank XIn. shank in HD X 1.5 in long ring shank nail 4 edge 8 field 2X4 wood SGz0.36 16 D-15 144 131 119 1 112 101 92 30 0 07 0.85 1.03 h560 1 1 0.85 1.4 0.18 20 144 127 116 112 98 90 30 0 07 09 108 1 085 14 018 25 144 124 114 112 96 88 30.0 07 0.94 1.12 1 0.85 14 018 30 144 122 112 112 94 87 30.0 07 098 1.16 1 085 14 018 35 141 120 111 109 93 86 30.0 073 101 1.19 1 085 1.4 018 40 138 118 109 107 92 85 30 0 0.76 1 04 1.22 1 0 BS 14 0.16 45 136 117 108 1 D5 1 91 84 30 0 0 785 1.065 1.245 1 0 115 14 018 50 134 116 107 104 89 83 30.0 0.81 109 1.27 1 0.85 1.4 018 55 132 114 106 103 1 89 82 30A 083 111 129 t 0.85 14 018 60 131 113 105 101 88 82 30.0 0.85 1 13 1 1.31 1 10851 14 0.18 100 108 96 1 90 84 74 70 30.0 0.99 1.26 1 1.43 jh>60 1 085 18 0.18 RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com 0Itit I I I I11/7i POD 4** """ 2012 IBC, 2014 FBC 2012 IBC, 2014 FBC 2412 - Allowable, Ultimate Allowable, Nominal Design Wind, Speed, V„ , Design Wind. Speed, 6 V.., STRTE F 3- second gust mph) 3-send 1pgustmph) 0 ApplicablebmethodsApplicable to methodsspecifi RQ'+''v.• 1 ed 12012 IBC. Sectm do r R(Ep + •\• 1609deltemvnedb3 of [2012xceptions IBC,' tt 2014 FBCI Section 2012IBC, 2014 FBC) F res 16D9A 8, or C 1u1609. 1 1. Coefficients used in Table 6 calculations for V,r Wind exposure catego Wind exposure categoryl siding K, Product Stud Building Allowable Product Thickness es Width Fastener Fastener Frame H( feeet) 8 C D B C D Design inches) Type Spacing Type ip) Load PSF) Exp B Exp C Exp D K. K: GC; GCS 0- 15 198 180 163 153 139 126 56 6 07 085 1 03 h560 1 0.85 14 718 Mtn. No 8 X 20 198 175 159 153 135 123 56 6 07 0.9 108 1 095 1.4 018 25 198 171 157 153 132 121 56.6 0.7 0.94 1 1.12 1 0.85 14 018 1 in. long X Min. No 30 198 1 167 154 153 130 119 56.6 07 0.98 1.16 1 0.85 14, 018 0.323 in 20 gauge 35 194 165 152 150 128 118 56.6 0 T3 101 1-19 1 0.85 1 4 0 18 he X 3 625 40 190 162 150 147 126 116 56.6 076 104 122 1 O.IS 1 4 0.18 HardiePanel& 1/4 48 diameter 6 in. X 16 45 187 161 148 145 124 115 56 6 0 785 1.065 1245 1 085 1.4 0.18 ribbed 1. 375 in 50 184 159 147 143 123 114 56.6 081 109 1.27 1 0.85 14 0,18 bugleheadmetal55 182 157 146 141 122 113 56.6 0 a3 1 11 129 1 0.85 1 4 0 18 studscrews 60 180 156 145 139 121 112 56.6 085 1,13 1.31 1 0.85 14 0.18 100 149 132 124 115 102 96 56.8 1 0.99 126 1 143 h>60 1 0851 1 8 018 0- 15 146 1 132 120 113 102 93 30 6 07 085 1 103 IhS60 1 0851 1-4 1018 Min. No 8 X 20 146 128 117 113 99 91 30.6 07 0.9 1.08 1 0.85 141 0.18 25 146 126 115 113 97 89 30.6 07 094 1 1A2 1 0.85 1.41 0.18 1in. long X Min. No. 30 146 123 113 113 95 88 30.6 07 0.98 1-16 1 0851 141 018 0-323 in 20 gauge 35 143 121 112 110 94 86 30.6 073 1,01 1A9 1 0.55 1.4 0.18 hea X 3 625 40 140 119, 110 1D8 93 85 30.6 0.76 104 122 1 0.85 14 018 HardiePanetl91/4 48 diameter 6 in. X 24 45 137 118 109 1 D6 91 85 30 6 0 785 1.065 1245 1 0 85 14 0181 ribbed1. 375 in 50 135 117 108 105 90 84 30.6 0.81 1.09 127 1 0.85 14 0.18 bugleheadmetal 55 134 116 107 104 90 83 30.6 0.83 1.11 1.29 1 0,85 1.4 0.18 studscrews 60 132 115 106 102 89 82 30.6 0.85 1.13 1.31 1 085 14 0.18 100 109 1 97 91 85 75 70 30.6 0.99 1.26 1.43 h>60 1 0.85 1.8 F. 88 ETSF 0- 15 198 180 163 153 139 127 56 7 07 085 1 1 03 h:5601 0851 14 1 018 20 198 175 160 153 135 124 56.7 1 07 0.9 1.08 1 0.85 14 0.18 0. 100 in. 25 198 171 157 153 132 121 56.7 07 0.94 1-12 1 0851 141 0.18 knurledMin. No 30 198 167 154 153 130 119 1 -56.7 07 0.98 1.16 1 0851 14 0.18 shankX20gauge35 194 165 152 150 128 118 56.7 073 1,01 1.19 1W85- 1 0, 18 1.5 in long 4 edge X 3 625 40 190 163 150 147 126 116 56.7 076 104 122 1 018 HardiePaneM511648X 0.25 in. 8 field in. X 16 45 187 161 149 145 124 115 56 7 0 785 1.065 1245 1 018 head1.375 in 50 184 159 147 143 123 114 56.7 081 109 1.27 1 0 18 diametermetal 55 - 182 157 146 141 122 113- 56.7 083 1.11 1.29 1 0.18 studpin fastenW 60 180 156 145 139 121 112 56.7 085 It 1.3t 1 0.18 100 149 132 124 115 102 96 56.7 0.99 1.26 1.43 h>60 1 085 1.8 018 ET& F 0- 15 153 139 126 118 107 98 33 7 07 085 1 03 hs60 1 0 85 1 4 1 018 20 153 1 135 123 118 104 95 33.7 07 09 1.08 1 0,85 14 1018 0.100 in. 25 153 132 121 118 102 94 33.7 0.7 0,94 1.12 1 0851 1 4 0.18 knurledMinNo. 30 153 129 119 118 100 92 33.7 0.7 098 T. 66 1 0851 1-4 018 shankX20gauge35 150 127 117 116 99 91 33.7 073 1.01 1-19 1 0,85 1A 018 1.5 in. king 4 edge X 3 625 40 147 125 116 114 97 90 33.7 0.76 104 122 1 085 14 018 HardiePanel® 5116 X 0 25 in. 8 field in. X 24 45 144 124 115 112 1 96 89 33 7 0 785 1.065 1-245 1 0.85 14 018 head1. 375 in 50 142 122 113 110 95 1 88 33.7 081 109 1.27 1 085 1.4 018 diametermetal 55 140 121 113 109 94 87 33.7 0.83 1.11 129 1 0 85 14 018 studpin fasten? 60 139 120 11 2 107 93 87 33.7 085 113 1.31 1 0.85 14 0.18 100 115 102 95 89 79 74 33.7 0 99 1.26 1.43 h>60 1 0.85 1.8 0.18 1. Screws shall Denetrate tl1e metal framing at least three full threads. 2 Knurled shank pins shall penetrate the metal framing at least 1/4 inch. 3. Building height = mean roof height (in feet) of a building, except that eave height shall be used for roof angle O less than or equal to 10' (2-12 roof slope). 4 Vult = the ultimate design wind speed (3-second gust mph) as determined by [2012 IBC, 2014 FBC] Figures 1609A. 1609B, or.1609C, ASCE 7-10 Figures 26.5-1A, 26.5-1 B, or 26.5-1C 5. Vasd = the nominal design wind speed applicable to methods specified in Exceptions 1 through 3 of [2012 IBC, 2014 FBC] Section 16D9 1.1. 6 The wind speeds in [2012 IBC, 2014 FBC] Figures 1609A, 1609B and 1609C are ultimate design wind speeds, Vult, and shall be converted in accordance with [2012 IBC, 2014 FBC] Section 1609.3.1 to nominal design wind speeds, Vasd, when the provisions of the standards referenced in 12012 IBC, 2014 FBC] Section 1609.1.1 Exceptions 1 through 3 are used 7. Linear interpolation of building height and wind speed is permitted. 8 Wind speed design assumptions per Analytical Method in ASCE 7-10 Chapter 30 CSC Part 1 and Part 3 Ke=1, Kd=O 85, GCp -1.4 (h560), GCp=-1 8 (h>60), GCp,=0.18 LIMITATIONS OF USE: 1) Fastener pullout must be evaluated when installed a species of wood studs other than that which was tested. 7' PROJECT RIO-2578-15 ENGINEERING EVALUATION REPORT FOR ATTACHING .LAMES HARDIEOD BRAND FIBER-CEMENT-PANELS TO WOOD FURRING SOLUTIONS-J*lk;-.-t— A gJAMElS HARDIE BUILDING PRODUCTS.- INC. 44 10901 ELM AVENUE FONTANA,,CA92337jj"4 rz riM A 1a TABLE OF CONTENTS G- COVEW0A It EVALUATIONSUBJECT L c4- '2: EVALUATION SCOPE f ;-Ej ATIO P 2 EVkLU' N UkPOSEf REFERENCE REPORTS 12 w - -- ;. 2 TESTRESULTSiiyV' TABLE - IA, RESULTS OF TRANSVERSE LOAD TESTING i 441- I2 TABLE,l B, ANALYSIS OF ALLOWABLE LOAD FOR #8 SCREW AT 10- O.C. JUSTIFICATION OF - USING THELRkSULTSON,LIGHTGAUGE STEEL FRAMING DESIGN WIND LOAD PROCEDURES TABLE-2, COEFFICIENTS AND CONSTANTS USED IN DETERMINING VAND ;4 :Z-4 TABLE 3. ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B -.4 TABLE4 ALLOWABLE STRESS DESIGN r-&c.PRESSURES EXPOSURE C -2, Zi 4 TABLE': ALLOWABLE STRESS DESIGN CiC'0,RESiURES EXPOSURE D I J TABLE 6, ALLOWABLEWINDSPEED (MPH)'FOR HAADIEPANEL SIDING" ', P" n rly AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THATTHE LISTED -PRODUCTS ARE IN COMPLIANCEWTHTHE, IREQUIRdMEN-TS'OF THE ASCE 7-10, THE 2014 FLORiDNBUILDING- CODE; AND THE 2012 INTERNATIONAL BUILDING CODE,- Lq-4 PREPARED BY. I. PGAVVA& ASSOCIATES, INC. . A - raq 16835ALGONOUltiSTRE& 9443 HUNTINGTON BEACH. CA 92649 21- Y 714- 647- 4595 FAX ,a - 4. 7N 12 1 off T 17 A, Tt CC vSTAIE Aiz Lfo RONALD I. OGAMASSOCIATE& INC. 16835 ALGONOIJN) STREET $03 HUNTINGTON BEACH, CA92649 T) 711-292-2602: (F) 714-8474595 PROJECT. R0.2576.15 EVALUATION SUBJECT HaedlrPanNA Slding James Horde Product Trade Hama covered In this evaWaooat HavaeParwe Siding. C;err Siding. Preral- Pond Stuf v EVALUATION SCOPE: ASCE 7.10 2014 Fl«ida skswip Code 20121nxntsb"Mad Code 2012 UVArru "Reaidm5el Czda EVALUATION PURPOSE: This wWysis it to dese wk-a the maximum design 34ocortd gust wind spout to ba msistd by an maambgr d KwcMPrwl TAmpen&L Proves Parwq LgMV tattsned to wood l snngs on oktw wood or moral brring whit wits « suaws . REFERENCE REPORTS: 1. kttorlek Report 1020243=00-001A, Tmsvorso hod union Har64Pwl TEST RESULTS: Table ta. ResW[s of Trwvorse Load Testing Frame Fawner Ultmsw Af mblo Tot Tltidu Spsdog Spacing Fastener Type- Load Load Raw Number A n VA t fkt) Frame T h) fin) and Dimonslons PS PSF) Fslre Mods t 02024363C00-0OtA kiLartek 03125 Ia 2X4 wood dad, 3(4' Dikk by 3 V 1 b a No, a X, 25' tap X D.323' KD 1 W.7 S3 6 pus ttrosegh eracbrstwldeSPFtlrring _ etbbad bugla head saeen 102024363C00-001A, bwrtok 03125 - 4a 2X4 wood stied. 314' Osrk try 3.5' to 6 No, 0 X 125' brut X 0.323• NO . 31 A 43.a Full attouphwooSPFk% iq obbod bugle twed scrw" 102024353CD6-MA krawls u 0 312S 46 2M wood sand, 3f4• 0** by 3.S to 12 No. a x 125' Wrq X 0 321 HD 100,1 35A pus e-LQhetchSPFAm" Mood idols head sawn 102024303CO6C01 A kltenik 03125 48 2X4 woad stud. 3(4' afldu by 33' 76 b o OGO abank X 02 i5' HD s 1 S 147.6 92 pult tlsauetyf lh7rAerewideSPFtulipaqrirqstssrtknai I ()M M=00-OCtA infrlok 0,3125 4a- 2X4 wood tread• 3m- midi by &S• 24 aI No a X 125•"X 0.32T HD M7 27.6 p1 evaupn rtraarrawlwoSPFfrrlrqMoodWploheadsawn 1. At fastrwa wore maatied on tumrg ztout peseYrwn mw bw bwrwV nembra, 2. Ahawabla load Is dolomrwd barn ulamaro bed Owtdad y e factor d saloy of 3, 3. liardleParld 6idrq oomPHs will A57M CH tlti. Sisndtrd SPocAcaoort Tor Grade !f, 7ypv A Attu-esbesxs FaesCemrtf Rat Sheets. Table 1 b. Arwtyds of AW"ble Load for W Sceer at tC O.C. r sb Strew 5 ao Fasten a 12 - 10 Frema (n 16• 16 16 Fasio WT &sea 1e 080 133 1.11 Abwabie had 416 354 ' Se.a Mtaitdaual tutmer lead (Ib 3s.9 47 2 • 43.1 The fastener load for to stew st I V 0 G was g)adatod as ttw sverope of to test restats f« fr" 12' 0 C. The ato. sbio cosd tar ea screw at the speckV d 10' QC, kth kmPV con be cokulateel by Msrya4arq the results of some fasion at 6' rw 12* O.C. since twat toso tad same tadurs mode of taston pug Mmuo tram tw pwW& As shown in to tabus, ire allowable bad for as .awes Watoled at 10' O C. b wood furl" is SU pat. Justlkatlon of Using an Results an L.Iptd Gouge Steel Fram(rq In the subject mrtgurssorw, all bellows wore a0achol to fur" only, so whetter to karrq Is ataUtd In wood or slaw fra-tiq do as not auct parew trwerm" had CM&M n ew prdjoet W90%efs' nsponu AW to «taro aw krnrq etude AM end tramkq Momutbwe to hews attcyers hd QW&W.ws. ' lit t .t'i+. .'+..' L *•`- may. i yr1yr• rhi."F 41 2 z syr..y a f iy i a a • ' Yi ' Zy k RONALD L OGAVAASSOCIATES, INC. IS=ALGONWN STREET f443 HUNTINGTON BEACH. CA92649 t) 714-292-MM (F) 714-847-4595 PROJECT: RIO.2578.15 DESIGN WIND LOAD PROCEDURES: Frbercamumt uritknp ttinavara bad apamfy (wtd load apsdlyj b detsrlrirad 14a mmpiurt tastng to wwwasse bad nat ww as: mandarda, Ma urns trutnswu bad tsuttav an alowable cow bsc is detennYad bead an a taelor of afratir d 3 applied b On ukaastb Ud bad- Eq=Vm 1. O.q 56'K'K,•r(.'V< 1M. ASCE 7-10 egrahon 303-1J C6. albdt7 pnauaa at height 2 K .volwoolty Ixsswa evoo" cos6rdem wmkn ad at height: w . ww dmd)oraaty terra V. but grind speed 0—co d pw UPK) es O@Ww ud from 2012 IBC FOM 1609A 8, or C, ASCE 7.10 Fipursa 26.S1A, & or C Equation t. V-V. Pad.. 2012 WC Seckm 1502.1 detb+a'aW V., ultinafs design wind spesda (3-aecnrd OLo MPH) detemined kom 2012 tDC Fug;,usa iGOfiA; 8, or C: ASCE 7-10 Figun is 26.5-1A 6. a C Equation k D-4'(OC.•GCw) Na/. ASCE 7.10 equation 30.6-1) GC,. . product of s#amd prasstrs u ommIdara and gust~ fatter GC.. product of:qunal pnsws coelutiem and guu44rSsm lama p . dasign pnass urs (PSF) for O&V (eflowable desgn load for aidzO To ddternam deWn p v=", su0a auM q, km E9uabon 3, - Equatlon 4. Pe0.002W'K'K;I(r'V.(GCrGCv) AllowaWe Stress Desj^ ASCE 7-10 Seams 2.4.1. ked corrfb0aaon 7 Equation_ 9, - 060.06W W. ASCE 7-10 "Won 2 4.1, JW uorl*lwl sn 7) 0 , dad load W , wino load 7o delmink 1hs Ago mbb Saws Design Aesum. @A* tun bed hc7orlor w(wt-4 ham EqUsti n 4 top (ds33pn presnas) tlaeerminW tom t7ufeAn 4 Equation 4, Pr - O.ev) Equation 7, p..-09VA00SGN'?VEC.W.''(GG-GC.31 quet on 71s used tb POP 41M Table IF, 4, and S. To deem mins the aiowaele use task Mad speW W H&nW SOW k 7hbb 6, &&w Emabon 7 Mor V.. Equation 4. V. - (p.N.6'0Dg WK,-K.'K.•(Cr,-GCor..' AppOcable b methods apodtedin E ae Lions / Vmo 3 M 201218C See4an 109A.1- to dfXrn*v the .towable nomirai desgn uwrW vood (Wm* for Hard$# Sidng In Table 6. *a* the comwaka kmwa bakK Equation 1 V_- V., (0 61" OW, 2012 VC See= 1509.3.1) V . Moroirid dssign wMsd speed (Zasmrd gust rrgh) (M. 2012 08C SeCbn I SMAJ 1; 1ll1lQ,0GA 4 1 STATE SS ONA .cet k f RONALD L,OGANOASSOCUITEB. (NC. ISM ALGONOULN STREET 0443 HUNnNGTON 8EACK CA9M9 T1714.292-2602: (F) 7i4-047.4%5 PROJECT: R10-2578.15 ter-+-a,r a«.+••t l.- .... s..ww. ...r. w.w M. i . ak. .'w'". '.e'r•.i++..iR.+N ,*..wv-+c••'i+^M".--w { 1.r••y,...+.oF 'F-i,...: •! i-+.. r a r-i ; •f Table 2, Coatlktrei and Cortstam used in Dstart *ft V an0 !ti lA'•--? •- - Y..,. -. i. ' • -t w - - '' +k• ... - s' w '.;,t ` i fiY • `. • t - "'` F ` d' t r -•-• i a-'.r^-'• •' t ". :1. G °t'" +'•' Y' 'f.. `='.i s r r t ;,.. ,3 acmes Es3mEEEE{ZiSa s mE'' QCZ7 EEEEEiEEEE>,eal Ea® EEEEiYal'F`-MERMAN ii L l7<iEi L EEE{EtEEEEEEEEEMKIM EiiEsi'r3.7 EaEait37 EEE{IE EEEE E i EEEi E EEEE EEE{II EEE3LEEEE$I;EEiE MMUMM R1 MOMMEaEi3L SIMMONS EEE{ IIEiEEEE[EE EEE;EEEEE Eig EEE Ei: EiL• EEEEE EEE s iiEi:®Ei3EEEEE EiL• !®tEE I C EEE EEE EL• iF=LSEEak.::EDiiEiL•.EEEESI2lEi!ii2E v.r-z`1yµt t iy,pi,..f. f > • ,,,, h t 'r?' i E ' x>.Rn.,'`4t , ' _ .I ""' rt'^ j "' ' r . 7' - s L. "'i' y, '', - s r . .F...--.d..-. . A Table 3. Adoswb% Sbsaa Delon - usd C!a rsa4ufaa to be Itiaisled N 1hA0us 15flnd S _= tV4id 4?_s! --t w' i _ Coaspoerne "" ICiC) MFl vwd! . Esposlii C.fepoey 8. 3 iaa: (, a«'wa"r • - . y :.,ram ir.••• r 'T 'i'•w . , li i .,..... y, s h 5 L F i r1 { ', r - :` " acre-S .... :.M:.;, f ,-=3 " „ r . V. N -• . ` ` - I Table 4. Anowaw 5— Ds+lpn - C-ftm u WW GWdst9 (CiC) Wmagums (SF) to be wN:t.a u v n«» Ynm Sp"& = wbw Exp-mm a a`t pay V4;r Ma Spew 04mcmdaW1.11 --1 - -11 -1 •1 - •ISO w4 - a....; r'k^."-n y1 g Elf i EEC EEEE iE,E EiE:tE EiLE Ei E EE L•'. EEEE EiLE EiLE,! iFp' E iL= EEEEE{•miE mEEEi:1• EEEEE7Ei Ei ElaaEif:EE EEE11Em EEEEE{•mtEEERsi EEEa E,Tii EEEEgi EE1 EEE T1EiEEE ilEl•E,E EEEY EEE>gEEEtEEE Z'Erz:I EEE E>t,2R'E EEESETE EEEEgb E L-1 EEE II E LS EEE z Fi l'3F36m Email E E".bT+ EEE Zl9 EECEEEMI=EEER&MEEEmamEEE:s'UM11=01EEE>r R son MI XIMM MEEEUI>E>EEEECE:EEE EE EEma- EEE;g'Zn E. •) i17 EE E:t3 E E l'3ER E 3a EE:iE EER3 EEE>Qi EE EEaL'i EEE>i[EEI EEE EEE) EEE Ei'.ZEi E EEf E i EEEE EEE{ EE EE Ei2. EEE,SII E LER Eis'''EEEEaEi][sE iEiEEEaEE REiFYlraEi YI•EE E ir>•..kt a.'I.a.a EE EdEEE E i/EEE 3 EEE t E E E T DE i`I EE$lE E E E 3'7' e rak,niLlCEEE 1 lE lE Qr`:LE E rri7:'1i'i l L'.L3®l it., EE 3.5 EEiEIE E 7:1E i EEE,EE 3'Ili7:lEEEf zl'iEEd;l 33iEEE', EEEEimtEEi s E:EE mt f:•' EEZ•E Ei EEimtEEEEi•EE•Em E'EEE'>s El+s EEE mO= EEE,9EEEE EEEE,:EEiit EE EEE,#R EEC-IE EEE 9 EEE; EEE EEE EEEEE: EEEEE iE, EE m MONSOON EEr[im anum EEE EEE EEE,gEE EEE i L EEi 3DEEE iEEE a EEE i E''7'nEEE EEE IIRE mtEEEE i• EE EE 1E,E'3 Ei EEE'i EE'I1 E$i•7EE,r EE EEE iiR EEE d EE:ZE,! E EEL•:IE; EEEE EEEE EEEE; EEE>7 EEEEE E Ei lEEEEYiE tEE s`3EElEEE EEE;:•I'EE EE r EEE'T- EEi`EEE EEEEl73aEEE..iEE E[,GRE.'EEE€3EEE'J E EEEi EEEEfriim EE83 i EiYi'2B E:? EEE4,.:Z EEl r.'fl EEEEcS[ EEC EEE E"`F EEEy.33' EE d EEEi EEE) EEi.:R EEC/ EE'.Si Et Efyi ElE 3`EEE E/E,E EE 7 EE£, E SIbA 4 Y.kii islriiiYii l Qfii l ri iiiY'Z6 E E W iM1#1• i t - - i ` . ; OL;, .-! f•i.. W pW 5,2 •+ 3 :. `•f ,_."". i . +. •! i+" . b ,; .. Tabis 6. Aao sbis Stress Deign - Caslpmwi and Cladanp iuc) m wms tpw) to be Raalstid st Vinous wind SP+bs - W43d Espesun Catigo y D; y,•'''1"" • i • "}•• * -""' 1` f i ...,_ ' a:.F i . _ ""!' •-..4 -; a•_ST^^.-^r-- ^." k'n-•- 5sa•re •,-,rS Y;'' LZ.0 M-W1 "'zzyMau-JOEiGniQAM MELMEEiLmmal'aE aLmmmLm MELMiLMINNU3=EEmu m EE EiZ EEE mEm!Z3E)E;»ElE!'E;m1EEi•EEE E E E EE 3ER EEEE,i EE 3/ EE,¢i3Ef EEf i! fE.1 EEE EE E1 ti EEf C EEE>; Z39 EEEfi:i7 EEE,m EE,Ei'Ei4z3EE{E EEE9il EE Sd l3EiEm E EEE EEE,.s'rmf EEEi IDEEES'I EE,I;:Z EE F EEE,aE DEE 3aEEEI3EEE!s?i•maE1•E®EEEffL EEE>fiI:EE,fEEE:EE,'FiIE#EEmmEEE>EZ:iE>fEEE[I'=EE i EEi E EE EEEE EE EEm t EEE EE# x EE i E iEaEE•mtEE EE;"I:AEiE:#E E i®EE ii Em EEE SEER EEE EdaEEE EEE,:3'fEiE EELE REE,tiil E SIEEE)E EEEEEf>YaaE.g.-g'E'EEE>EE mtEEE EE,E 3iEE iEEEE EEE EEEaEEi:L•EEiFii®m iEEi Sd m nL1E fEE EE 3,a EE Fm1 Eie E,sE.?E 3i EEi IIt r.7Ei 7A E EE 3E:E EEi 3'E)o 7iE mFi>f a+"'sE'EE i! EEEti7i EE.lEEE>i Erti7.iiEE.Y E?i'EEi.EE iIEm iEE EmQtb'EE EEE' ar- r-r ._'.-/t-..•xnt.Ins..A,r..,y.ta-.+,IA..•.+t.r>e.r:.i•o-.,wexam.Ae•n:.,,...+-:n.,ie,.. `.+.> w!y-.,.«: # x.. - -s R Tables X 4. and 5 we brie an ASCE 7.10 and =W*OrA wth br 2012 WC, 20121RC' "' • z,- ;_ t `` '- ' '• } '" ` Q w..r t, .,.._ r ^ z. ,. 4 „[•s .s. nk hr AW r-..fit v,>. w•tr.. d,'•''ItG?F:r.'lx=ii,'#f "it`}r't".:1 r'>r_•:;:+:'\-+..'rs:.,,a•'t`ti sk+ 1 i cc i RL OGA3MA=MTES. INC. IUM ALGOPOMM STREET "43 IiU aMTON SEACIL CA t2M3 m 714-M.20 C 0 11+447-4 as PROJECT, a02s71-15 LAMES hMRDE QU%DM PRODUCTS, PC. 7.E 5t2^7St7 t F"iY=>•7C' il. -! c t..`..."-5.' 1 7:, t uw ti AkwaeM Ylfrle Sped (IaPW IM ftw~ swtUµ-1yoeet AlaowwlbASCE I,tIchptw7ruePrtlrLOPi_n.if, ;- tra t .••.-''; a3 T.3S!-4 :, i`..T} i`-:3;:"ti'h' f; .y K-'t'k 4 r +_^. 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H w REPORT NUMBER: 102024363CO"01A ORIGINAL ISSUE DATE: April 1, 2015 REVISION DATE: April 30, 2015 EVALUATION CENTER INTERTEK TESTING SERVICES NA LTD. 1500 BRIGANTINE DRIVE COQUITLAM, BC V3K 7C1 RENDERED TO JAM_ ES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 E e• 21 STA Report of HardiePaneM tested in accordance with ASTM E330-200212014, Standard Test .Method for Structural Performance of Exterior, Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference PRODUCT EVALUATED: HardiePanel® EVALUATION PROPERTY: Transverse Load Testing This report is for the exclusive use of lntertek's Client and is provided pursuant to the agreement between Intertek and its Client. Intertek's_ responsibility and liability are limited to the terms and conditions of Me agreement. Intertek assumes no liability to any party, other than to the Client in accordance with the agreement, for any loss, expense or damage occasioned by the use of this report Only the Client is auftrized to copy or distribute this report and then only in its entirety. Any use of the Intertek name or one of Its marls for Me sale .or advertisement or the tested material, product or service must first be approved in writing by Intertek- The observations and test results in this report are relevant only to the sample tested. This report by itself does not Imply that the material, product, or service Is or has ever been under an Intertek certification program. fames Hard* eu wkv R oducts, Inc Report Nm 1020243MCOQ.001A 1 Table. of Contents 30, 2Ms Pap2a7 1 Table Of Contents.............................................................................................................. 2 2 Introduction.......................................................................................................................: 3 3 Test Samples..................................................................................................................... 3 3.1. Sample Selection ............................................................. ........ 3 3.2. Sample And Assembly Description............................................................................. 3 4 Testing And Evaluation Methods........................................................................................ 3 4.1. Conditioning...........•..................................................................................................3 4.2. Transverse Load................................................................•-....................................... 3 5 Testing And Evaluation Results.......................................................................................... 5 5.1.. Results And Observations.............................................•............................................ 5 6 Conclusion.......................................................................................................•---.............. 6, Appendix A Transverse Load Test Data.....................................................................17 Pages RevisionSummary ....................................................................................................... 1 Page 11 cc A9 FLOR P' per'••..........•• \ FSSI AL 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 15- 0122.04. 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 Report RIO-2556-15. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. Hardie Pane 1'"A JamesHardie Vertical Siding EFFECTIVE SEPTEMBER 2013 OEM — INSTALLATION REQUIREMENT S RESIDENTIAL SINGLE FAIv11.Y ONLY - PR,MED & COLORPLUS° PRODUCTS Visit %,?vw ia—,eshardie.com for the most recent version. SMOOTH - CEDARMILL® • 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 HZ1 Or- LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE,COM OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING: Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Carry planks on edge. Protect edges and comers from breakage. James Hardie is not responsible for damage caused by improper storage and handling of the product. CUTTING INSTRUCTIONS OUTDOORS INDOORS 1. Position cutting station so that wind will tilov+"away from user 1. Cut only using scare and snap. or shears (manual, electric or pneumatic)• and otllers in working area 2 Posito cutting station in well -ventilated area 2 Use one of the fohwig methods: a !lest I Score and snap i. Smears (manual, electric or prneumatc) - NEVER use a power saw indoors b. Better_: i Dust reducing circular saw equgped with a - NEVER use a circular saw blade that does not carry the HardheBlade saw blade traderrark Hardi-Bade' saw blade and HEIIA vacuum extraction NEVER dry sweep - Use wet suppression or HEPA Vacuum c. Good: I Dust reclucino circular saw with a HardeBlade saw blade may use for low to moderate aAtirhg) Imp larit Note: for maair m protection tloy,est respirable dust production), James Hardie recommends allays usng'Best -LM adh ig methods where feasible. NIOSH-apprmed respirators can be used n cagunction wth above afing practices to further reduce dust eposi'm Additional exposure information is available at wwavramestardie can to help you determine the most app update cutting method for your job ra Wirements If concern still exists about aq)0stre levels or you do not comply with the above pro.,^ices, you should always eomstl a qualified industrial hygienist or contact Janes Hardie for further nformathon. S OM'0, GENERAL REQUIREMENTS: These instructions to be used for residential single family installations only. For Commercial / Multi -Family installation requirements go to www.JamesHardieCommercial.com HardiePaneP vertical siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. See genemal fastening requirements. Irregularities in framing and sheathing can mirror through the finished application. James Hardie recommends installing HardiePanel on a capillary break (rainscreenffumng) as a best practice. Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www. iamehardie.com A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap® Weather Barrier, a non -Woven non -perforated housewrapl , which complies with building code requirements. When installing James Hardie products all clearance details in figs 5,6,7.8,9,10&11 must be followed. Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6" in the first 10'. Do not install James Hardie products, such that they may remain in contact with standing water. HardiePanel vertical siding may be installed on vertical wall applications only. DO NOT use HardiePanel vertical siding in Fascia or Trim applications: Some application are not suitable for ColorPlus. Refer to ColorPlus section page 3. DO NOT use stain, oil/al base paint, or powder coating on James Hardiee' Products. For larger projects, inclu ing commercial and multi -family projects, where the span of the wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin 8 "Expansion Characteristics` at www.JamesHardie.com, INSTALLATION: Joint Treatment Fastener Requirements • Vertical Joints - Install panels in moderate contact (fig. 1), alternativelyPositionfasteners3/8" from panel edges and no closer than joints may also be covered with battens, PVC or metal jointers or2" away from corners. Do not nail into corners. caulked (Not applicable to ColorPlus' Finish) (fig. 2). HardiePanel Vertical Siding Installation • 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 earner water -resistive barrier Double stud may be required to maintain minimum edge ; 2 x 4 stud /, wa`-L:shs2ve ousesis ter-rfive tid hair er f ; = x 4 s nailingdistances. ._ barrier upper panel .—upper panel Figure 1 Stud r t Do not 1/4' gap Do riot 1/4' gP watbarrier a Caulk Caulk barrier- y 1 sheathing HardiePanel ' Batten Joint "H" Joint ~Z-flashing t ''Z-tashirg i G G vertical siding water -resistive bamer decorative keep rails i\ 2 x 4 stud `-hand board der knrer 3/m min. panel r panel frompanel1 ^( plate I ° Figure 4 leave appropriate gap been Recommendation. When --- — panels, then caulk- installing Sierra 8, prrmde moderate contact Caulk Joint a double slid at panel I — ( Not applicable to ColorPlus, Hnishl pints to 2VOId nailing Apph; au;k in accordance with caulk Woirgh grooves. keepfasteners2' Ire, - \ away from corners 1 marulacturer's written application instructions. i For additional information on HardieWrapTM Weather Barrier, consult James Hardie at 1-866-4Hardie or www.hardievrap com WARNING: AVOID BREATHING SILICA DUST James Hardzl products contain respirable crystalline silica. wtvch is krawn to the Sate of Cal.fomra to muse cancer and is considered by WIC and MOSH to the a cause a cancer from some occupatiord sources Hmacung excessive amounts of respirable AM dust cab also cause a disabling and poteribaflytatal lung disease called sdicoss and has been linked wh o: her diseases Son° sondes suggest smoking may inc-ease these risks During ms= bon or hand!ing. (1) work in outdoor areas with ample ventilation, (Z use fiber cement shears for adtirg or, vmore nct feasible, use a HardeBlade° saw blade and dust reducing duo tar saw attached to a HEPA vacuum; 3) warn others in tie immediate area, (4) wear a properly -fired, (JOSH-appvved dust mask or respirator (e g.14 95) in accordancewith applaabie government regulabors and manufacturer instructions to limier limit respirable sdnca eposures During clean-up, use [EPA vacuums or wet cleanup methods - never dry sweep For further information, refer to our uutatahon instruct -ors anc Material Safety Data Sheet a silame at www (2meshadhe cornar try callug t -BOO-gWDIE (1-800-942-T343) FAILURE TO ADHERE TO OUR WAPMNGS. MSDS, AMID INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL NJIJRY OR DEATH, MOT= HS1236 - 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 surfaces, flashing and counterflashing clearance between requirements for clearance between James Hardie" and decking material. shall be installed per the roofing manufacturer's instructions. Provide a the bottom of James Hardie products and the bottom edge of the siding and products and paths, Figure 7 minimum 1 "- 2" clearance between horizontal flashing. the adjacent finished grade. steps and driveways. the roofing and the bottom edge of the Do not caulk gap. Figure,5 stud Figure 6 s'd' I water r s siding and trim. Figure 8 Refer to fig. 3 on page 1. siding _ e I I i 4_.1 1'-2'min. concrete 6" min. I barWation Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 9 sidm_ e gutter and end cap fascia deck material foist Do not bridge floors with HardiePanel* siding. Horizontal joints should always be created between floors (fig 10). water - Resistive Barer Figure 10 i i r Honzontal I I !9 II \ Trim Sheathing HardrePanel' BLOCKED PENETRATIONS Penetrations such as hose bibs and holes 1 34" or larger such as dryer vents should have a block of trim around point of penetration. 0 2" y KICKOUT FLASHING Because of the volume of water that can pour down a sloped roof, one of the most critical flashing details occurs where a Framing roof intersects a sidewall. The roof must be flashed with step Flooring flashing. Where the roof terminates, install a kickout to deflect water away from the siding. It is best to install a self -adhering membrane on the wall before the subfascia and tnm 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 100' - 1 l0° to maximize water deflection Figure 11 /// s/iep]awg / Ili GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie products near the ocean, large bodies of water, or in very humid climates. Consult applicable product evaluation or listing for correct fastener type and placement to achieve specific design wind loads. NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services If you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk, fill nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (for steel framing, remove and replace nail). NOTE: Whenever a structural member is 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 gutter and end cap fascia deck material foist Do not bridge floors with HardiePanel* siding. Horizontal joints should always be created between floors (fig 10). water - Resistive Barer Figure 10 i i r Honzontal I I !9 II \ Trim Sheathing HardrePanel' BLOCKED PENETRATIONS Penetrations such as hose bibs and holes 1 34" or larger such as dryer vents should have a block of trim around point of penetration. 0 2" y KICKOUT FLASHING Because of the volume of water that can pour down a sloped roof, one of the most critical flashing details occurs where a Framing roof intersects a sidewall. The roof must be flashed with step Flooring flashing. Where the roof terminates, install a kickout to deflect water away from the siding. It is best to install a self -adhering membrane on the wall before the subfascia and tnm 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 100' - 1 l0° to maximize water deflection Figure 11 /// s/iep]awg / Ili GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie products near the ocean, large bodies of water, or in very humid climates. Consult applicable product evaluation or listing for correct fastener type and placement to achieve specific design wind loads. NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services If you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk, fill nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (for steel framing, remove and replace nail). NOTE: Whenever a structural member is 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 &add nail ky Figure A Figure B do not under drive nails DO NOTSTAPLE 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 FJastomeric 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 wet as some othercaulldng manufacturers do not allow tooling. DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section CUT EDGE TREATMENT PAINTING Caulk, paint or prime all field cut edges. I DO NOT use stain, oiValkyd base paint, or powder coating on James HardieO 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. COLORPLUSa TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling and cutting James Hardie@ ColorPlus@ products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. Touch up nicks, scrapes and nail heads using the ColorPluss Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardiePaneP 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 ColorPluO 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 party touch-up paints or paints used as touch-up that are not James Hardie touch-up, will not be covered under the James Hardie ColorPlus Limited Finish Warranty. The following outlines the recommended applications for ColorPlus and Primed panels. Not all designs will be suitable for every application: Exposed fasteners or battens is the recommended application for ColorPlus panel products Do not use touch-up over fastener heads for smooth ColorPlus products - primed panel recommended For ColorPlus panel applications that require fasteners in the field, it is acceptable to use touch-up over fasteners for Cedarmill and Stucco panel only, but correct touch-up application is important. Some colors may show touch-up when applied over fasteners. Trim is recommended to cover joints when appropriate. PAINTING JAMES HARDIE• SIDING AND TRIM, PRODUCTS WITH COLORPLU80 TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain, oiValkyd 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 wdh IMES Evaluation Report ESR-1844, Hard'el ard(S) veticel siding is recoCrized as a suitable alternate to that spwified in: the 2006 2009, & 2012 international Residertial Code for One -and Two -Family Dwellings and the 2006. 2009, & 2012 Intematioral Budding Code. HardePa iel vertical sidcng is also recognized fa application in the foilowirg. City of Los Angeles Research Report No 24862, Staie of Florida Idag R4889, Dade County. Flondla NOA No. 02-0729.02, U.S. Dept. of KID Mata-mis Release 1263c, Texas Department of Insurance Product Eval-.don EC-23, City of New Yak AREA 223-93-M and Caldorma DSA PA-019. These documents should also be consulted for additional information concerning ttp sui:abd.ty of this product for specific applications. 2013 James Hardie Building Products. All rights reserved. TM, Ski, and ® denote trademarks or registered trademarks of James HardieTechnology Limited M is a registered trademark of James Hardie Technology Limited Additional Installation Information, Warranties, and Warnings are available at 104 JamesHardie www.jameshardie.com HS1236 - P3/3 6/13 MIAMI•DADE MIAMI-DADE COUNTY LIL91 Hill 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.eov/economy James Hardie Building Product, Inc. 10901 Elm Avenue' Fontana, CA 92337 SCOPE: This NOA is being issued under the applicable Hiles 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" Plaul[s and Panels Fiber Cement Siding and Soffit APPROVAL DOCUMENT: Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSofftt, CetnSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I.Ogawa, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A pertnanent 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 revises NOA # 13-0311.07 and consists of this page I and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 15-0122.04 Expiration Dale: May 1, 2017 Approval Date: April 9, 2015 03130120 Pale 1 James Hardie Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA # 13-0311.07" 1. Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I. Ogawa, P.E. B. TESTS "Submitted under NOA # 13-0311.07" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of HardiePlank, HardieSoffit and HardiePanel, prepared by Intertek Testing Services NA LTD, Test Report No. 100733361COQ-004, dated 08/24/2012, with revision 1 dated 04/25/2013, signed and sealed by Rick Curkeet, P.E. 2. 3. 4. Submitted under NOA # 02-0729.02" Laboratory Report Test ATI-16423-1 PA 202 & 203 ATI 16423-2 PA 202 & 203 ATI 16423-3 PA 202 & 203 Date 03/18/96 03/18/96 03/18/96 Signature A. N. Reeves P.E. A. N. Reeves P.E. 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 1. Statement letter of code conformance to the 5 h edition (2014) FBC issued by Ronald I. Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald I. Ogawa, P.E. O3/3ol 0 lS Carlos M._ Utrera, P.E. Product Control Examiner NOA No. 15-0122.04 Expiration Date: May 1, 2017 Approval Date: April 9, 2015 E-1 WALL LENGTH SEE Stud Spacing at 16" O.C. DETAIL A i lift 5/8"flick / 5 ply AP rated i ,tti `•aGAWA _ ( plywood sheathing in i '''••• ` aocoloanoa with Florida iia<Z;EjrL ` • • • - Burldng Code Section 2322 WALL 3 s Water resistive IEIGH F]gr6 ru of 17 barrier per Florida Building Code i.i 'F --'• .® - Section 1404.2 Nfiew omit Pt FFsspa 9 L i. 2' X 4" S-P-F Wood Studs B F HardiePanel, Nails at 16" O.C. (typ.) SECTION B-B Cempanel, 3/8"Minimum Edge Distance Prevail Panel Siding Sheathing fastener, as described in Note 1 Panel fastener, as described in Note 2 Al. i HardiePanel, Cempanel, Prevail Panel Siding r 1 Water -resistive barrier per Florida Building Code Section 14042 5/8" thick / 5 ply APA rated plywood sheathing fastened in accordance with Florida Building Code Section 2322.3 1- 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. PRODUCT DESCRIPTION HardiePanel®, Cempanel®, & Prevail® Panel Siding materials are nonasbestos fiber -cement products bested in accordance with ASTM C1186 Grade 11, Type A and meeting the requirements of the Florida Building Code. tANEL DIMENSIONS Width Length Thickness N 8,9,10' 5/16" DESIGN PRESSURE RATING Installation Design Pressure Wood Studs -76 psf impact Resistant — Planks installed over 5/6" thick / 5 ply APA rated plywood sheathing J1ARD1EpANEL Cl11IPANEL, PREVALL ANEL SIDING 1NST/LIATION DERAILS All irLstallabon shall be done in conformance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Building Code. Wood studs where HardiePanel, Cempanel, Prevail Panel Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.OA Note 11 5/8" thick / 5 ply APA rated plywood sheathing shall be attached to the studs in accordance with Florida Building Code Section 2322-3. The siding panels shaft be installed over 5/6' thick 15 ply APA rated plywood sheathing supported by a minimum of 2"X4" S-P-F wood studs spaced a maximum of 16" O.C. Note 2] The siding panel fastener shall be a 2' 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 518" thick 15 ply APA rated plywood sheathing into wood studs located at 16" O.C. Fasteners shall have a minimum edge distance of 18" and a minimum clearance of 2" from comers. Fax 909-427-0634 Creator. E. Gonzales HARDIEPANEL, CEMPANEL PREVAIL PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 IZE FSC:M No MG NO A I I PNL-PLJ<SOFF SCALE M' = 1'-0" 1 Date: 442412013 IS Er 1 OF 12 Fastener Spacing per Florida Building Code Section 2322.3 } I. PREa'7 = llEVL4Fa 0w@ *wf*ftf1fi& Babe* Go& ACCRAMW No eoe bss. Pn duct Caasd PRODUCrREvcsM ' as eompiyft wim the rkwida aadkgCb& By r. I M. . r driaPncent 16. 00in, Fastener Spacing per Florida Building Code Section 2322.3 I I•I I. I RA, MJNG NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED Cladding Framing Sheathing N _*, moo- FLo % 3 WITH 3-1/2" 16d COMMON NAILS (2 PER TOP AND FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE 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 ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE A EATHI,NG NOMINAL 5/8" THICK/5 PLY APA RATED PLYWOOD HARDIEPANEL, CEMPANEL, PREVAIL PANEL SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA BUILDNG CODE SECTION 23223 INSTALLATION DETAILS WOOD STUD CONSTRUCTION CLADDIJ- G THE PANEL IS FASTENED NTH 2- LONG, 0.223" HEAD James Hardie Building Products, Inc. DIAMETER, 0.092" SHANK DIAMETER, CORROSION I!Fax 10901 Elm Avenue RESISTANT SIDING NAILS, PLACE NAILS 6" O.C. AT Fontana, CA 92337 PANEL EDGES AND INTERMEDIATE STUDS 909-356-6300 SIZE FSCM No DwG No 09 27-0634 A PNL-PLKSOFF Creator, E. Gonzales SCALE: 1" = T-0" • Date: 4/2412013 SHEET 2 OF 12 t WALL EIGHT i i•i i• DETA_!LA- AbrFkVi" No ALL LENGTH Stud Spacing at 16" O.C. too, OG4 e 7 No. 1 pp1`O m" 4'oncrai o = STATE Al, 40RM~ Z 3/8" Minimum 1 SEE DETAIL A T- 5/8" thick /5 ply APA rated plywood sheathing fastened to metal studs as described in Note 1 PRODLICJ DESCRIP OJ4 HardiePanel®, Cempanel®, & Prevail® Panel Siding materials are nonasbestos fiber -cement products tested in accordance with ASTM C1186 Grade II, Type A and meeting the requirements of the Florida Building Code. Water -resistive PANEL DLMENSLONS Width Length Thickness barrier per Florida 4! 8,9,10' 5/16" Building Code Section 14042 DESIGN PJ3ESS_t1f RATING Installation Design Pressure toga, 3-5/8"X 1-5/8" Metal Studs -104 psf Metal C-stud N_A1 . ; S,, rr'Li HandiePanel, Impact Resistant - r- .S.=.QN_ .6.-B. Cempanel, Panel installed over 5/8" thick / 5 ply Nails at 6" O.C. (typ.) Prevail Panel APA rated plywood sheathing Distance Siding Sheathing fastener, as described in Note 1 Panel fastener, as described in Note 2 HardiePanel® Siding 1 r Water -resistive barrier per Florida Building Code Secdon 1404.2 5/8" thick /5 ply APA rated plywood sheathing fastened to metal studs as described in Note 1. 20ga, 3-5/8" X 1-5/8" Metal C-stud The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. FiA_F OIEpAIyELyCEMPANEL,PF;EVAt4PANEL_SIDING INSJA_44 CLON DETj 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 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 115/8" 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 X 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 209a, Nominal 3-6/8" X 1-5/V' Metal C•5tuds spaced a maximum of 16" O. C. Note 2] The siding panel fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-5/8" long' ribbed bugle head screw ("or screw shall have at least 3 full threads penetrating.metal framing); the fasteners shall be spaced at 6" O.C. at panel edges and intermediate studs; the fasteners shall be driven through the 5/8" thick / 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. t _ 10901 Elm Avenue Fontana, CA 92337 Phone: 909356-6300 sup FSCnn No DWG No REv Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator: E. Gonzales SCALE 112" =1'.d" Date: 424/2013 SHEET 3 OF 12 1 6.001n. f4— I II i I 6.00in. PRODtXT REVISED w 000tplyiog wift the f3xidn Bur-IftCa& Actc,taw No By Product Cootroi II I'I II I.1 6.00in. I I II II I. f II I-&C0Lj-iC t ¢EvurAl a 'CM0ymi w"k dw F7eeia A" '`w'e T'° i a d PndLW - FRgMING NOMINAL 20 GAUGE 3-5/8" X 1-5/8" STEEL STUDS 16" O.C. FASTENED WITH 5/8" WAFER HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATHJJ IG 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 HEAD SCREW CLADDING THE PANEL IS FASTENED WITH NO. 8-18,0.315" 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 i / I I / Framing II I Sheathing II ICI . II II ' OGA No. 121 STATE OFSS/ONA\- 410II i FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 Phone: 909-356-6300 s>z FSCM NO DM No Fax 909-427-0634 A PNL-PLK-SOFF Creator. E Gonzales SCALE 1" = 114" Date: 4/24/2013 ISHEET 4 OF 12 I B t---. 7 at 16" O.C. as oor WALL i II Bwtd i l i ExpirEIGHT f- 3/4" Minimum Edge Distance QF !AJ.L wiW the Flr>rida ND LENGTH YmB Will il e "bl ida C— rs Om, » ' 7 i Sheathing fastener, as described in Note 1 I -yFsS10 N A Nails at 16" O.C. (typ.) Siding fastener, as described in Note 2 HardiePlank, Cemplank, Prevail Lap Siding Water -resistive barrier per Florida Building r5l Code Section 1404.2 5 ply APA rated heathing 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 B-B F-RODUCT [)ESCRIPTION HardiePlank(D, CemplankS, & PrevailS Plank Lap Siding materials 5/8" thick / 5 ply APA are nonasbestos fiber -cement rated plywood products tested in accordance with sheathing in ASTM C1186 Grade it, Type A and accordance with meeting the requirements of the Florida Building Code Florida Building Code. Section 2322.3 PANEL,_PjMEN$LONS Water -le!" s Width Length Thickness barrier per Florida 59-1/2' 12' 5/16" Building Code Section 1404.2 DESIGN PRESSUIZk.RA1lNG 2" X 4" S-P-F Installation Design Pressure Wood Studs Wood Studs -92 psf Lap Siding Impact Resistant - Planks installed over 5/8" thick / 5 ply 1-iw tali x 5/16" APA rated plywood sheathing thick starter strip hIA]LtDI)=P-LAIV.KSEM.PLANK,EIZ.iy I.ttiLA S-IDING,NST/LLA710_N D t}11LS 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 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 115/8" thick 15 ply APA rated plywood sheathing shall be attached to the studs in accordance with Florida Building Code Section 2322.3. Planks shall be applied horizontally commencing from the bottom course of the wall with 1-1W wide laps at the top of the plank such that the exposure area of each plank is 5 8-1/4" vertically. Note 2] The siding fastener shall be a 2-1/2" long, 0.223" head diameter, 0.092" shank diameter, corrosion -resistant siding nail; The siding is fastened:5 8-1/4" O.C. vertically and 16" O.C. horizontally; fasteners are driven into wood studs through 5/8" thick 15 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. The planks shall be installed over 5/8" thick 15 ply APA rated plywood sheathing supported by a minimum of 2'X4" S-P-F wood studs spaced a maximum of 16" O.C. Fasteners shall have a minimum edge distance of 318". HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 Phone: 909-356-6300 SIZE FSGM NO DM NO Fax 909-427-0634 A PNL-PLK-SOFF Creator, E. Gonzales SCALE 1/2" - 1'-0" Date: 4/24/2013 SHEET 5 OF 12 Fastener Spacing per Florida Building Code Section 2322.3 0.75n =:==!-' Y I. I 1 Fastener Spacing per Florida Building Code Section 2322.3 I PROWCT REWS>ED Bm7 ' 0y-8 •i& bVFbriks T By ode F o ee Gawaots3.25in. ERAMNr NOMINAL 2" X 4' S-P-F WOOD STUDS 16" O.C. FASTENED WITH 3-1/2" 16d COMMON NAILS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATHING NOMINAL 5/8" THICK / 5 PLY APA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA BUILDING CODE SECTION 2322.3 CLAMING 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, 0.092" SHANK DIAMETER, CORROSION - RESISTANT SIDING NAILS, -PLACED 3/4- UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION 6 in. Cladding Framing Sheathing as Como - wiak On Fib" Cps aa S y No. 121 Z sy '4 STATE OF s onrAL FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND 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, Inc. 10901 Elm Avenue Fontana, CA 92337 Phone: 909-356-6300 SIZE FSCM NO Dwo No RE Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator: E. Gonzales SCALE 1' = 1'-0" Date: 4/24/2013 SHEET 6 OF 12 WALL HEIGFn i l WALL Stud Spacing at 16" O,C. B-- as convilyke Wiab ilye IF7MW* Had1C . 7 SEE DETAILA 518- thick / 5 ply APA rated plywood sheathing fastened to metal studs as described in Note 1 water -resistive barrier per Florida Pie Z Building Code tip ._ .A Sectlon 1404.2 PrZODL1C7 Q : C IPTi L4 HardiePlankV, Cemplank®, and PrevailO Plank Lap Siding 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. PI ,bK DIMENSIONS Width Length Thickness 5 9-1/2" 12, 5/16" r -c W. t ace PtndacxCoe al. ; i ii i : i 20ga, 3-5/8" X 1-5/8" DESIGN PR•ESSUN RATtrdG STA* Metal C-stud Installation Design Pressure 11.............. i---- _______-."___-- F \ HardiePlank. Metal Studs -92 psf Cemplank, Prevall G t Lap Siding Impact Resistant -• Distance Nails at 16" O.C. (typ.) + .%ONR 8 601-1/a" tail x 5/15" Planks installed over 518" thick / 5 ply thick starter strip APA rated plywood sheathing Ul ILA _ HAI2DIEPL ANKyCEMPLANI PREVAIL LL P SIDING IrJSTALLATION DE IJ.,S All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation Sheathing fastener, as recommendations, and the applicable sections of the Florida Building Cade. PRtll l [ SF]D \` described in Note 1 Metal studs where HardiePlank, CemplanN 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.O.A Note 1] 518" thick / 5 ply APA rated plywood sheathing shall be attached to metal studs at 6"oc at panel Siding fastener, as edges and all intermediate supports using a No.8-18, 0.315" head diameterx 1AX long bugle head screw 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 8AX vertically. 1 [ Note 2] The siding fastener shall be a minimum No. 8-18, 0.315" head diameter X 2-1/4" long* bugle head HardiePlank, screw over metal studs ("or screw shall have at least 3 full threads penetrating metal framing); The siding is J fastened s 8-1/4" O.C. vertically and 16" O.C. horizontally; fasteners are driven into metal studs through 5/8" Cemplank, thick 15 ply APA rated plywood sheathing, fasteners are placed in the overlapping area approximately 3/4" Prevail Lap Siding from the bottom edge of the overlapping plank. Vertical joints shall be placed over studs. Water - resistive The planks shall be installed over 5/8" thick / 5 ply APA rated plywood sheathing supported by a minimum barrier per Florida 20ga, Nominal 3-5/8" X 1-5/8" Metal C-studs spaced a maximum of 16" O.C. Fasteners shall have a minimum edge distance of 3/8 . Building Code Section 1404.2 HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING 5/ 8"thick /5 ply APA rated INSTALLATION DETAILS METAL STUD CONSTRUCTION plywood sheathing fastened to metal studs as described in James Hardie Building Products, Inc, Note 1 - - 10901 Elm Avenue Fontana, CA 92337 20ga, 3-5/8" X 1-5/8" Metal Gstud Phone: 909-356-6300 SIZE FSCM NO ow0 No The wall and soffit frames are to be designed Fax 909-427-0634 A PNL-PLK-SOFF by the Architect or Engineer of Record in compliance with the Florida Building Code. Creator. E. Gonzales SCALE 1/2"=1'-0" Date: 4/24W13 1 SHEET 7 of 12 B 3/ 4" Minimum C Flnride IN, Le 6.00in. ' 16 in. OC Cladding I • 6 00in. Framing 1 j 6.00in.00 I I I I Sheathing 0.75n :---- -•------------ --------- ------- _----------- ------------ -i I I i ' Awl itEViSED 1' - a eomplyisg wide t5e Florida oo lyit wilb Ire F7oriid. C`•% aftuaa Code coot \\' Aemptamm No OMW 7 --------------- l' o. 121 T- i Dec e tro&stGoutzd pry • I ` 'a I ATE OF • +: 58,26in- •:-• + FRAMING NOMINAL 20 GAUGE 3-5/B" X 1-518" 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 SHEATI• M 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 o HEAD SCREW HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING CL_A_ D_D1NG INSTALLATION DETAILS METAL STUD CONSTRUCTION PLANKS OVERLAP 1-1/4' THE EXPOSURE IS 58-114" , James Hardie Building Products, Inc, THE PLANKS ARE FASTENED WITH NO, 8-18, 0.31. _ 10901 Elm Avenue HEAD DIAMETER X 2-1/4^ LONG CORROSION- Fontana, CA 92337 RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS Phone: 909-356-6300 Size FS014 N0 owe No REV PENETRATING THE METAL FRAMING), PLACED 3/4" UP Fax 909-427-0634 A PNL-PLK-SOFF FROM THE BOTTOM EDGE OF THE PLANK AT EACH Creator. E.Gonzales scaae 1^ = 1'-0" Date: arz4no13 sr+eEr 8 OF 12STUDLOCATION WALL LENGTH Stud Spacing at 16" O.C. I i.i i I.I WALL IEIGHT i I •I •I 3/8" Minimum SEE - MLL&LD!i— PTION DETAIL A HardieSoffitO & Cemsoffit® materials are nonasbestos fiber -cement products tested in accordance with ASTM C1186 Grade 11, Type A l and meeting the requirements of the Florida Building Code. SOFFIT DIMEAfSIONS 2" X 4" 5-P-F Width Length Thickness Wood Studs 4' 81 1/4" pJ-,S1GN PF-kSSURE-RA7UX HardieSoffit, Installation Design Pressure Cemsoffit Wood Studs -70 psf 03 Distance ails at 4" O.C. (typ.*K; yxvLsm PRU DUCTREVISED oip m6 the t rMg wid. We F1o i g„ p Code RV BY Ptindue . Product Coetrb} offit fastener, as escribed in Note 1 HardieSoffit, Cemsoffit Minimum 2" X 4" S-P-F Wood Studs The wall and soffit frames are to be designed by the Architect or Engineer of Record In compliance with the Florida Building Code. Q, IDGAW,q ron 2(4I 21 STATE OF = LOR0 V 0 Fd&WE1 S0_EFIT QFMS_O-EEliA-N.FL-1Ii-LLA-TJO.N_DE_T.AILS ------ 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 HardieSoffit, Cemsoffit will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.OA The soffit shall be installed over minimum ZX4" S-P-F wood studs spaced a maximum of 16" O.C. Note 11 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. HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 Phone: 909-356-6300 SIZE Fsc11 No Dwc NO REv Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator E. Gonzales SCALE 11r = 1'-0- Date: 4J2412013 ISHEET 9 OF 12 16.00in. 4,00i_Tn Pacbwr REwSED FRODlJCi D Acsep aw He gr ooe amor No 1' tr31 , 07 D PkItioa Dare . / n ',r7 ` FRAMLN-Q i 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 CLADDING 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- OGA vv NO. 121 STATE OF ' 7 FZOR1 P \'``.. sS/O N A\- E 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) imHARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. p 1D901 E1mAvenue Fontana, CA 92337 Phone: 909-356-6300 SIZE FSCM NO Dv4 NO Fax 909427-0634 A PNL-PLK-SOFF Creator. E. Gonzales SCALE 1" =1'-0" Date: 4/2412013 SKEET 10 OF 12 1 WALL LENGTH --+ Stud Spacing at 16" O.C. i i WALL I I iEIGHT 1 j• i i I r Li DETA_ I~A Nails at 6" O.C. (typ. 3/8" Minimum Edge Distance Soffit fastener, as described in Note 1 HardieSoffit, Cemsoffit 20ga, 3-5/8" x 1-5/8" Metal C-stud LThe wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. SEE PR ,QTLQQ'T DESCFtjP00_tJ DETAI L A HardeSoffit® & CemsoffitO materials are nonasbestos fiber -cement products tested in accordance with ASTM C1186 1 Grade 11, Type A and meeting the requirements of the Florida Building Code. 20ga, 3-5/8" X 1-518" -S-OSIT DJMTNSIC±NS Metal C stud Width Length Thickness 4, $. Y11 NardieSotfit, DESIGN PRESSURE RiA7 f GCemsoffdInstallationDesignPressure I Metal Studs -55Rf 1 t+++'' t. OGA lo t'ltol cr st vt U MODucr spa ` s EV tMe F oriir is °Of *yias with ft F'larids sF ` 1 &aldieg CuAe Q, CAatrol i121earP. ae„a ce,+eraC_ 6ARpIESOFFtTyCEMSOFFIT ANT=L INST 4LLATIOk_ QEZ[&ILS All installation shall be done in conformance with this Notice ofAcceptantri anufacturer's installation recommendations, and the applicable sections of the Florida Building Code. Metal studs where HardieSoffit, Cemsoffit will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.OA The soffit shall be installed over minimum 20ga, Nominal 3-5/8" X 1-5/8" Metal C-studs spaced a maximum of 16" O.C. Note 11 The soffit fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-1/4' long" ribbed bugle head screw (`or screw shall have at least 3 full threads penetrating metal framing);the fasteners shall be spaced at 6" O.C. at panel edges and intermediate studs; the fasteners shall be driven into metal studs located at 16" O.C. Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from comers. a HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS METALSTUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 Phone; 909-356-6300 SIZE FSCM NO DWG NO REV Fax 909-427-0634 A PNL-PL.KSOFF 1 Creator, E. Gonzales SCALE' 1!2" = v-4r Date: 4/24/2013 SHEET 11 OF 12 o.uum. 16.00in, Cladding Framing 6.00in. pRCDq= REVISED as y5p% will die ft tib P1tODF cr REVISED - Ao t & S / sawwoyin6 wisp too Fwrids Hafidn6Code r - l iiii i. AWA7 By 2, SjA•rGO ADO ' FLOR\P' S10 NOMINAL 20 GAUGE 3-5/8" X 1-5/8" STEEL STUDS 16" O.C. FASTENED WITH 5/8" WAFER HEAD SCREWS (2 PER TOP FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE AND BOTTOM CONNECTION) NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CLADDING HARDIESOFFIT, CEMSOFFIT PANEL THE SOFFIT IS FASTENED WITH NO.8-18, 0.315" HEAD INSTALLATION DETAILS METAL STUD CONSTRUCTIONDIAMETERX1-1/4 " LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 (a' FULL THREADS PENETRATING THE METAL FRAMING), PLACE James Hardie Building Products, Inc. SCREWS 6" O.C. AT PANEL EDGES AND INTERMEDIATE 10901 Elm Avenue STUDS h0-1- Fontana CA 92337 Phone: 909-356-6300 SIZE FSCM NO oAS NO Rev Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator. E. Gonzales SCALE = 11-0" Date: 4124=13 SHEr 12 OF 12 Florida Building Code Online Page 1 of 2 Inv vv - BCIS Home j Log In I User Registration Hot Topics I Submit Surcharge Stats & Facts Publications FBC Staff I BCIS Site Map) Links I Search I 0 Product Approval ris er di USER: Public User t lavf Product Approval Menu > Product or ADohcatlon Search > Application LK[ > Application Detail m FL # FL12194-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived u Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Authonzed Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813)249-9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R3 COI ALC15001 Evaluation Reoort 2014 FBC 04 T4 Soffits. odf Referenced Standard and Year (of Standard) Standard AAMA 1402 Equivalence of Product Standards Certified By Sections from the Code Year 1986 http://www.flori dabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDquk24AUCD/o2fE... 6/8/2017 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 08/27/2015 08/28/2015 09/04/2015 10/16/2015 04/05/2017 FL # Model, Number or Name Description 12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL12194 R3 11 ALC15001 Evaluation Report 2014 FBC 04 T4 Soffits.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: +80/-90 Created by Independent Third Party: Yes Other: See Evaluation Report for limits of use. Evaluation Reports FL12194 R3 AE ALC15001 Evaluation Report 2014 FBC 04 T4 Soffits.odf Created by Independent Third Party: Yes Back Nert Contact Us :: 2601 Blau Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Flonda is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement : Accessibility Statement - Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mad. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an 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 Adepts: 00 I V Credit Card I Sate http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqui 24AUC`/`2fE... 6/8/2017 Certificate of Authorization No. 29824CREEK17520EdinburghDr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5T" EDITION (2014) Manufacturer: ALUMINUM COILS, INC. Issued August 27, 2015 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, 1710.9.4 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 1986 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 1986 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1710.9.4. 3. Soffits shall be labeled in accordance with FBC Section 1710.9.2 and 1710.9.3. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. PRODUCT DESCRIPTIONS 318" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3I8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. ALC15001 FL12194-R3 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 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. J, CREEK TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION ALUMINUM COILS, INC Soffits 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit Ranels provided in 16- inch sections: The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2Ain.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 16' FIIH VM 76' [EWl'FR VENT 16' SOLID PNF.l 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit Panels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2hin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001 FL12194-R3 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 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 5ti" Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. tt 1uu1111, G PRY R. _ p F,. 2 015.08.2 7 07:05:00No74021 _ 53• STATE OF / `— 04f001 O R OD P' N % Zachary R. Priest, P.E. Florida Registration No. Organization No. 021 ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not'owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does_ not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A— Approved Systems (7 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001 FL12194-R3 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, L,LC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design. Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1710.9.4. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit — 12-inch o.c. Fastener Fastener Location Location 1 1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" Q4 Soffit — 16-inch o.c. Fastener Fastener Location Location 1 1 ALC15001 FL12194-R3 Page 1 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall. notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. JCREEKTECHNICALSERVICES, LLC d. 16" Q4 Soffit — 8-inch o.c. Fastener Location l- Fastener Fastener Location 11,l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12 Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J-# Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) 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 0072-inch dia. x min. 3/16- 12F=1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail t40.0 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. 518-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 FL12194-R3 Page 2 of 7 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. JCREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- Inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-Inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond l ong x 3l8-inch head diameter Wood 1/4-inch crown staple 0.072-inch dia. x min. 114-inch 48 16-Inch pattern spaced 24- screw spaced 16-Inch o.c. spaced 8-inch o.c.. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-Inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nall Wood 1-inch leg staples spaced max. 0.072-inch diameter finishing nail with min. 3/16- t53.3 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 staples spaced max. 0.072=inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- t53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-Inch One (1) min. 1 3/4-inch long x 0.072 inch dia. x min. 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/16-inch head dia..trim nail t25.6 inch o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F-4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16-inch spaced 24-inch o.c. crown staple spaced 8-inch O.C. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001 FL12194-R3 Page.3 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staples spaced 4- 0.072-inch diameter finishing nail with min. 3/16- 343.3 16-inch spaced 8-inch o.c. inch o.c. and securing each inch head spaced panel lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga. 1/4-inch crown x 1- 1-Inch leg staples spaced 4 - 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood c. Inch oand securing each finishing nail with min. 3/16- t43.3 spaced 16-inch o.c. panel 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 rJ- Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Three ( 3) min. 3/4-inch x 1/4--inch One ( 1) min. 1 3/4-inch 16J 1 Max. Wood crown staples in diamond pattern Wood One ( 1) min 3/4-inch x 1/4-inch long x 0.072-inch dia. x 23.5 16- inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced 48-inch o.c. ALC15001 FL12194-R3 Page 4 of 7 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall, notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staples spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap wn x 1cinchcrown 0.072-Inch diameter 24F-1 12-inch Wood leg staples in min. 2.25- Woodinch leg staples spaced 8- finishing nail with min. 801-90 diamond pattern inch x 7d ring inOne ( 1) min. 1.75-inch ih nco.c. 3/16- inch head spaced spaced 16- inch o.c. shank nail x 0. 072-inch diameter 12-inch o.c. 24-inch o.c. finishing nail with min. 3/16- inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x, 1-inch leg Nominal 1x2 staples spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1.inch 0.072-inch diameter 80/ 24F-2 12- inch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o. c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o. c. One (1) 18 ga.1/4-inch crown x 1- inch leg Nominal 1x2 staples spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga1/4- One (1) min. 1. 75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1g - inch 0.072-inchdiameter 80! 24F-3 12 inchMasonryinch long T nail rafter with one Wood lestaples aced 8- spaced sp. finishing nail withmin. 76. 6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch 3/16-inch head spaced inch ring shank x 0. 072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001 FL12194-R3 Page.S of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel, MDP No. Width psf) Substrate F-Channei 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 staples spaced Three (3) 18 ga. 1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-Inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) min. 2.25- Wood leg staples spaced 8- finishing nail with min. 801-60 diamond pattern Inch x 7d ring One (1) min. 1.75-inch inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter each panel lap 16-inch o.c. 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 24F-5 16-inch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 80/-60 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter each panel lap 16-inch o.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 staples spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 24F-6 16 inch Masonry inch long T nail rafter with one Wood leg staples spaced 8- finishing nail with min. 801-60 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. and securing 3/16-inch head spaced inch ring shank x 0.072-inch diameter each panel lap 16-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c ALC15001 FL12194-R3 Page 6 of 7 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL 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) One (1) 18 ga.1/4-Inch Nominal 1x2 min. 2.25-inch x 7d crown x 1-inch leg No.2 SYP Three (3) 18 ring shank nail slraistraight -nailed throughgg staples spaced One (1) min. 1.75-Inch anchored to 9 a.1/4-Inch crown the rafter into the end 12-inch o c. securing each panel lap One 1 18 a. Y.- 9 x 0.072-inch diameter 24J-1 Max. rafter with one x 1-inch leg of the batten or two (2) Wood inch crown x 1-inch finishing nail with min. t60 12-inch 1) min. 2.25- staples in diamond min. 2.25-Inch x 7d One min 1 leg staples spaced 3/16-inch head spacedInchx7dringringpatternspaced16- g shank nails toe- nailed on either side of 72 aminchxo.o72-inch diameter 8-inch o.c. 12-inch o.c. shank nail inch O.C. the batten et each finishing nail with min. 24-inch o.c: b 3116-inch head spaced t intersection. Max.M 4-Inch o.c. rafter spacing Is 24-Inch o.c. Nominal 1x2 No.2 SYP scabbed between rafters with one (1) One (1) 18 ga.1/4-inch Nominal 1x2 min. 2.254nch x 7d crown x 1-mchleg No.2 SYP Three 3 18 ring shank nail stral ht-nailed throughgg staples spaced One (1) 18 ga. +/s- One min. anchored to 9 a.1/4-inch crown the rafter into the end 72-inch pa securing each panel lap inch crown x 1-inch x 0.072-inch diameter72 diameter 24J-2 Max. rafter with one x 1-inch leg of the batten or two (2) Wood leg staples spaced finishing nail with min. t53.3 16-inch 1) min: 2.25- staples in diamond min. 2.254nch x 7d One (1) min. 1.75-inch 8-inch o.c. and 3/16-inch head spaced inch x 7d ring pattern spaced 16- ring shank nails toe- x 0.072-Inch diameter securing each panel 16-inch o.c. Shank,nail inch o.c. nailed on either side of finishing nail with min. lap 24-inch o.c. the batten at each batten/ratter 3/16-inch head spaced Intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. ALC15001 FL12194-R3 Page 7 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. C R E E K ALUMINUM COILS, INCEjSoffits TECHNICAL SERVICES, LLC Appendix, B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation Detail Min 3/8" head dia. nail with min. 14" engagement(for w,.pd substrate) or min. 0.097" dia. T-nail or stub nail with min. '5/1)" nngegement(foi concrete or:)lock substrate); spaced as'noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 12F 1 & 12F-3 F" CHANNEL Wmd. Concrete or Block Wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" PAINTED S'.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail ur ' `, SOFFIT STAPLE OPEN RAFTER ,' I 3/4" x 1/4' '' DIAMOND PATTERN t I D AI12'.Jlr CROWN STAPLES USING A DIAMOND KTVCDIr srwus i PATTERN FACIA BOARD i FASCIA CAP 12F-2 3/4- X 1 /4" CROWN 1JM FACIA BOARD 8" E-F- I 1-3/4" TRIM NAIL) STAPLE, ON CENTER P CHANNEL CAN BE PAINTED S.S.. 48" FASCIA CAPINSINSTALLEDWITHTHED.C. NAILING FLANGE UP OR/4" X '1 /4" DOWN ROWN STAPLE SOS_max. ,12-inch span, WOOD SI SUBSTRATE SOFFIT &• FASCIAIFDETAIL ALC15001 FL12194-R3 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall, notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. JCREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER 3n= ' ` 1 SOFFIT STAPLE 1 DIST 1 ' 1 DIAMOND DETAILi PATTERN FACIA BOARD sir sr vAP rs iLES i 3/4" X 1/4" CROWN STAPLE -24' ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-1 3/4" X 1/4" CROWNFACIA 8" 1i—CHANNEL. BOARD 1-3/4- TRIM NAIL STAPLE ON CENTER PscrewedJS. to soffitpUDone(1)48 x S.S. 48with FASCIA CAP 1/2" x 3/8" head O.C. diameter screw,, 3/4- X .1/4" 16" o.c. CROWN STAPLE SOFFIT —max. 12-inch span S WOOD OR BL'OCX SOFFIT & FASCIA SUBSTRATE DETAI ALC15001 FL12194-R3 Page 3 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not, express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix 6 System No. Installation Detail I i' TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1'x!' CROWN STAPLE OPEN RAFTER FASCIA BOARD N iA S/B' T-NCt 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT 4 FASCIA DETAIL F' CNANNEL SOFFIT; MAX- 16' r SPAN MASONRY SUBSTRATE ALC15001 FL12194-R3 Page 4 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is ,valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. I CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Min., 3/8" head dia. nail with min. 1x" engagamnnt(f,:w wood substrate) or' min.. 0.097" dia, ,T-nail or stub.nail with min..i/8"• engagement(for concrete or Mock subet rate) ,, epA(,ed, as 'noted ab,. Ve. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 F" CHANNEL woad, concrete or block wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" 0. C. FASCIA LIP 1 /4" firPAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL. ALC15001 FL12194-R3 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 3/9- KTWM, SOFFIT STAPLE OPEN RAFTER, l 3/4' x 1%4• DIAMOND PATTERN 1 ; AILLaIVCROWNSTAPLES USING A DIAMOND ti XTWM/ sr rtts i PATTERN FACIA BOARD FASCIA CAP 16F-4 3/4' X 1/4" CROWN FACIA BOARD 1-3/4' TRIM NAILr.—r STAPLE '8' ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAPINSTALLEDWITHTHE, O C NAILING' FUWGE UP OR .3/4' X 1/4' DOWN CROWN STAPLE SOFFIT- max. 16=inch cpan, WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA DETAIL, ALC15001 FL12194-R3 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 TRIM NAIL FASCIA BOARD PAINTED S,S. FASCIA CAP SOFFIT 1'q" CROWN STAPLE OPEN RAFTER FASCIA BOARD 1-4- CROWN STAPLES SOFFIT b FASCIA USING A DIAMOND DETAIL 16F-2 8 PATTERN; REFER TO SOFFIT STAPLE 1617-6 DIAMOND PATTERN f `' DETAIL FASCIA CAP; REFER / \ lo TO SOFFIT L FASCIA F" CHANNEL DETAIL SOFFIT; MAX. 16' SPAN WOOD SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 7 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation'Detail OPEN RAFTER ins `1 SOFFIT STAPLE olsr I DIAMOND DETAIL PATTERN FACIA BOARD yr irrvmii ' 3/4- X 1/4' CROWN STAPLE -24' ON, CENTER USING A DIAMOND PATTERN FASCIA CAP 16J-13/4- X 1/4- CROWNFACIA1L—CHANNEL BOARD 1-3/4' TRIM NAIL STAPLE WON CENTER JTRIMN"AIL PPAINTEDS.S. 48'FASCIA CAP O.C: CROWN STAPLE SOFFIT —max., 16-inch span. SO WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALC15001 FL12194-R3 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail P t ' TRW NAIL FASCIA BOARD PANTED S.S. t'xj' CROWN rl FASCIA CAP STAPLESUSINGADIAMOND SOFFIT ATTERN: REFER TO 1-.1' CROWN STAPLE SOFFITSTAPLE DIAMOND PATTERNDETAIL TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-1 $ 24F-4 6j' CROWN STAPLE FASCIA CAP, REFER ~~ TO SOFFIT iFASCIA / \ DETAIL Batten Anchored to SOFFIT: MAN. 2A' ` F-CHANNEL Rafters with ona Id Ring Shank Nail at W000 SUBSTRATE every Rafter, SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 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 of quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I J- TRIM NAIL FASCIA BOARD PAINTED S.S iA, SMOOTH SHANK I FASCIA CAP ROOF NAILS SOFFIT CROWN STAPLE I I TRIM NAIL FASCIA BOARD PAINTED SS. SOFFIT & FASCIA STAPLE 24F-2 & DETAIL 24 F-5 11"4' FASCIA CAP, REFER TO SOFFIT 1 FASCIA DETAIL Nominal I'xI' SYP F-CHANNEL Batten Anchored to SOFFIT; MAX, IP Rafters with one ld Ring Shank Nail at every Roller WOOD SUISTRATE l ALC15001 FL12194-R3 Page 10 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor 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' TRIM MA II FASCIA BOARD PAINTED S.S. 146A i' T-NAILS FASCIA CAP SOFFIT 1'zl' CROWN STAPLE I J' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT b FASCIA DETAIL 24F-3 8 24F-6 1'e4' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT A FASCIA OETAR Nominal Pk2' SYD Eaften Anchored to. SOFFIT; MAX. 24', F-CHANNEL Rafters with one 1d Ring Shank Nag at every Rafter MASONRY ALC15001 FL12194-R3 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 1 I" TRIM NAIL FASCIA BOARD PAINTED S.S. I'aj' CROWN FASCIA CAP STAPLES SOFFITUSINGADIAMOND PATTERN, REFER 10 CANTIIEvEREO rz}' CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN DETAIL FAS[IA BOARD SOFFIT & FASCIA I;' TRM NAIL PAINTED S.S. DETAIL 24J-1 & 1'al' CROWN STAPLE 24J-2 FASCIA CAP; REFER TO SOFFIT L FASCIA lo DETAIL Nominal /" x 2" SYP battens seabbed between rafters and SOFFIT, MAX. 24' 3/B CHANNEL secured mth one (1) 7d ring shank nail straight-nalled WOOD SUBSTRATE th*oUgh the ratter Into the end o1 the batten or two (2) 7d ring shank nails loe-naeed on eRher side of the batlern at the balteNraRer IntersecWn SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. JCREEKTECHNICALSERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609.1 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with,a mean roof height less than or equal to 60-ft. 4. All calculations arebased on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. V it is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1610.9.4 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 34 ALC15001 FL12194-R3 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. JCREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean HeR hotf ft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 4 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 Enclosed 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 5 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 4 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 Enclosed 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 5 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 1 15.4 17.8 20.5 23.3 1 26.3 29.5 32.9 36.4 ALC15001 FL12194-R3 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean HeR htfft Basic Wind Speed y mph) 120 130 140 150 160 170 180 190 200 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 4 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 1 -62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 Enclosed 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 5 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 4 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.146.7 Enclosed 60 17.4 20.5 23.7 27.2 31.0 35.0 39:2 43.7 48.4 Positive Loads) 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6. 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001 FL12194-R3 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean HeR htfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 4 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 Enclosed 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 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 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 4 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 Enclosed 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 5 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001 FL12194-R3 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall, notify. CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. JCREEKTECHNICALSERVICES, LLLC 3/8" F-Channel 3/8" -L 3/8" J-Channel 3/4" 1/8" HEM 3/4" 3/8" ISOMETRIC VIEW 3/8" PROFILE ISOMETRIC VIEW 3/E' PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK'Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 5 3/4" 7/8" 1/8" HEM 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix, D ALC15001 FL12194-R3 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" 04 Soffit 25 TIP. 0125 TYP, 18" BLANK 3 / 8 0140FLE 2.625 REF. 50 TYP. a aooao o aoa a00000 aoaoo oa0000 ooaoo WID LOLn!FR PATTERN (iLn1 cru F1 LOUVERS FORMED IN SAME DIRECTION AS RIBS) ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall, notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit 3 1/8" ALUMINUM COILS, INC Soffits Appendix D 7/8" _ 1 _ 3 1/8" _ i _7/8" _ i 3 1/8" 1/2" 1/2" 1/2" 1/2" 3/8" ter.- nl • - JIV 11\VI\LL 2.625 REF. 50 TYP. 1 .25 TYP. 0,125 TYR 1 oa0000 ooaoo' oaooao ooaoa oaoaao L oaaao PA dp/' NFR PATTERN 01111 SCA F1 LOUVERS FORMED IN SAME DIREC00N AS RIBS) END OF REPORT ALC15001 FL12194-R3 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G2O-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. Certificate of Authorization No. 29824CREEK17520EdinburghDr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 57" EDITION (2014) Manufacturer: ALUMINUM COILS, INC. Issued August 27, 2015 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, 1710.9.4 Properties: Wind Resistance REFERENCES aa!Lty Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 1986 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 1986 LIMITATIONS 1. This report is not for use in the HVHZ. 2_ Design wind loads shall be determined in accordance with FBC Section 1710.9.4. 3. Soffits shall be labeled in accordance with FBC Section 1710.9.2 and 1710.9.3. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturers published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. PRODUCT DESCRIPTIONS 318" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 318" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. ALC15001 FL12194-R3 Page 1 of 3 This evaluation report is provided for State of 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 ALUMINUM COILS, INCEiSoffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit Panels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/ in.ft and for the 'center vent configuration. See Appendix D for dimension drawings. I I I INN E 1171 W MOM r,-a ..N 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001 FL12194-R3 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 51h Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. Illlllfff ,, G PFtY R.. p9,,,,, 2 01 S .0 8.2 7 No 74021 - - 07:05:00 p•STATE OF •/ _ 041001 O R t O P'` Zachary R. Priest, P.E. ss • • • • • Florida Registration No. 74021 i, ; 1 118 Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A — Approved Systems (7 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001 FL12194-R3 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 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 APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design, Pressures (MDP) were calculated using a 1.5:1 margin, of safety per FBC Section 1710.9.4. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No.,2 SPF (S.G. = 0.42) 2x,lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit — 12-inch o.c. Fastener Fastener Location Location 1 1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" Q4 Soffit — 16-inch o.c. Fastener Fastener Location Location 11 1 ALC15001 FL12194-R3 Page 1 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes 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. JCREEKTECHNICALSERVICES, LLC d. 16" Q4 Soffit— 8-inch o.c. Fastener I_ncation j I - Fastener Fastener Location l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12 -# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 1 J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J-# I Approved Systems1or 24-inch Overhang with J-Channel 7771 Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment 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. 072-inch dia. x min. 3/16- 0 12F-1 16-Inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail t40.0 24-inch o.c. O.C. spaced 36-inch o.c. 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 diatrip nail spaced 48- 64.2 spaced 24-inch o.c. and securing each panel lap inch o.c. One ( 1) min 3/4-inch x 1/4-Inch One (1) min. 1 3/4-inch long x 12F- 3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced inch 0. 072-inch dia. x min. 114-inch 48 16- inch spaced 8-inch o.c., and securing each panel lap phead dia. trip nail spaced 48- 64.2 inch o.c. ALC15001 FL12194-R3 Page 2 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- Inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 314-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/4-inch crown staple 0.072-Inch dia. x min. 1/4-inch 48 16-Inch pattern spaced 24- screw spaced 16-Inch o.c. spaced 8-inch o.c.. head dia. trip nall spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel i Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel, Attachment Fascia,Cap Attachment Attachment One (1) 18 ga. 1/4-Inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-Inch leg staples spaced max. 0.072-inch diameter finishing nail with min. 3/16- t53.3 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 staples spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- t53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long. x 0072 inch dia x min. 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/16-inch head dia. trim nail t25.6 inch o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F 4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16-inch spaced 24-inch o.c. crown staple spaced 84nch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001 FL12194-R3 Page,3 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall, notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ge. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staples spaced 4- 0.072-inch diameter finishing nail with min. 3/16- 343.3 16-inch spaced 8-inch o.c. inch o.c. and securing each inch head spaced panel lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staples spaced 4- 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood inch o.c. and securing each finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. panel 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' 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 23.516J-1LMa Wood crown staples in diamond pattern yppd 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 FL12194-R3 Page 4 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center.Connectlon Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staples spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. Inch crown x 1-Inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25- Wood leg staples spaced 8- finishing nail with min. 80/-90 diamond pattern inch x ring One (1) min. 1.75-inch inch op 3/16-inch head spaced spaced 16-inch o.c. chinch ailshanknail x 0.072-inch diameter 12-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-2 12-inch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga1-inch . 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 0.072-inch diameter 80/ 24F-3 12-inch Masonry inch long T nail rafter with one Wood leg staples spaced 8 finishing nail with min. 76.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001 FL12194-R3 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall, notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which, this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. JCREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MOP No. Width' psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap, Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staples spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-Inch x Max. Inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch, 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) min. 2.25- Wood leg staples spaced 8- finishing nail with min. 80/-60 diamond pattern Inch x 7d ring One (1) min. 1.75-inch inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter each panel lap 16-inch o.c. 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 24F-5 16 inch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 80/-60 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter each panel lap 16-inch o.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 staples spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 24F-6 16-inch Masonry inch long T nail rafter with one Wood leg staples spaced 8- finishing nail with min. 801-60 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. and securing 3/16-inch head spaced inch ring shank x 0.072-inch diameter each panel lap 16-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001 FL12194-R3 Page 6 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. 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 psi] Batten, J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No 2 SYP scabbed between rafters with one (1) One (1) 18 ga.1/4-inch Nominal 1x2 min. 2.25-inch x 7d crown x 1-inch leg No.2 SYP Three (3) 18 ring shank nail straight -nailed through staplesps spaced One (1) min. 1.75-Inch anchored to ga. 1/4-inch crown the ratter into the end 12-inch o c. securing, each panel lap One (1) 18 ga. /.- x 0.072-inch diameter 24J-1 Max. rafter with one x 1-inch leg of the batten or two (2) Wood inch crown x 1-inch finishing nail with min. t60 12-inch 1) min. 2.25- staples in diamond min. 2.25-Inch x 7d 1) min. leg staples spaced 3/16-inch head s pacedinchx7dringOnepatternspaced16- P P ring shank nails toe- diameterx0.072 inch diameter 8-inch o.c. 12-inch o.c. shank nail inch o.c. nailed either side or finishing nail with min. 24-inch o.c. atthebatten at each 3/16-inch head spacedbatten/rafter 4-Inch o.c. intersection. Max. rafter spacing Is 24-inch o.c. Nominal 1x2 No 2 SYP scabbed between rafters with one (1) One (1) 18 ga.1/4-Inch Nominal 1x2 min. 2.25-inch x 7d ring shank nail crown x 1-inch leg No.2 SYP Three 3 18 straight -nailed throughgg staples spaced One (1) 18 ga. Y.- One min. anchored to 9 a.1/4-inch crown the rafter into the end 12-inch pa securing each anal lapp inch crown x 1-inch 72x0.072-inch diameter diameter 24J-2 Max. rafter with one x 1-inch leg of the batten or two (2) Wood leg staples spaced finishing nail with min. 53.3 16-inch 1) min. 2.25- staples in diamond min. 2.25-inch x 7d One (1) min. 1.75-inch 8-inch o.c. and 3/16-inch heads acedPinchx7dringpatternspaced16- ring shank nails toe x 0.072-Inch diameter securing each panel 16-inch O.C. shank nail inch o.c. nailed on either side of finishing nail with min. lap 24-inch O.C. the batten at each batten/rafter 3116-inch head spaced Intersection. Max. 4-Inch o.c. rafter spacing is 24-inch o.c. ALC15001 FL12194-R3 Page 7 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CD E E K ALUMINUM COILS, INC J' [ Soffits TECHNICAL SERVICES, LLC Appendix B INSTALLATION Note -.Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No, Installation Detail Min 3/8y head dia. nail with min. 114" engagament(for w•yd substrate) or 0.097" dia. T=nail,or r.tub nailin,, wi th min.;5J0" engagement(foi concrel or , block . nnbacratv)„ apaccd ao ncted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 12F-1 12F-3 F" CHANNEL Wcx'+d. Concrete or Block Wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 1 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not, express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. 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 1 jAILLCROWNSTAPLESUSjDINGADIMIOND ` stMt,[s i PATTERN FACIA BOARD i f FASCIA CAP 12 F-2 FACIA BOARD3/4' X 1/4' CROWNjS.S" S" STAPLE, ON, CENTER 1-3/4" TRIM NAIL P" F" CHANNEL CAN BE PAINTED S.S._ 48" INSTALLED CAPWITHTHE0CFASCIA NAILING FLANGE UP OR 3/4' X 1/4" DOWN CROWN STAPLE SOFFIT_ max. 12;inch.span WOOD SI. SUBSTRATE SOFFIT & FASCIA DETAIL ` ALC15001 FL12194-R3 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. JCREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER 3rr w ` SOFFIT STAPLE olsr 1 DIAMOND I D ETAI LL PATTERN FAC(A BOARD —i Krm I 3/4" X 1/4" CROWN STAPLE•"24' JS.S. ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-1 3/4' X '1/4" CROWNFACIA 8' 1J—CWWN0., BOARD 1-3/4" TRIM NAIL STAPLE ON CENTER Pscrewedtosoffit' PAINTED S.S. 4B"with one(1)-88,x O.C. FASCIA CAP 1/2"x3/8" head diameter [screw„ 3/4' X 1/4" 16" o.c. CROWN STAPIE SOFFIT —max. 12-inch span, S WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE, DETAI L ALC15001 FL12194-R3 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System'No. Installation Detail 1 i' TRIM NAIL !,,,,—FASCIA BOARD PAINTED 55. FASCIA CAP SOFFIT 1-4' CROWN STAPLE OPEN RAFTER FASCIA BOARD N 6A S/E' T-WA 16F-1 SOFFIT FASCIA 16F-5 DETAIL FASCIA CAP; REFER lo TO SOFFIT I FASCIA DETAIL F" CHANNEL--",-., HANNEL SOFFIT; MAX. 16' SPAN MASONRY SUBSTRATE 11 ALC15001 FL12194-R3 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, _recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC No. I Installation Detail Min. 3/8".head dia. nail, with min. 114" engagemnnt(for; wood substrate) or min. 0.097" dia T-nail or stub nail with min.;-,/8" angagament(for concrete or' hlbck,subetrate) spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16 F=3 F" CHANNEL Wood. Conc.—- or block W FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001 FL12194-R3 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix, B System No. Installation Detail I " nWTVEM` SOFFIT STAPLE OPEN RAFTER, 3/4" x 1/4" ; DIAMOND PATTERN I DD ETAI LCROWNSTAPLEStI , air arv[a IUSINGADIAMONDti sWAS i PATTERN FACIA BOARD FASCIA CAP 16 F-4 3/4" X 1/4"'CROWN4MLCIA BOARD 8" 1 STAPLE ON CENTER, 1-3/4' TRIM NAIL PINr'F' CHANNEL CAN BE PAINTED S.S. 48" INSTALLED WITH THE CAP D.C. FASCIA NAILING FLANGE UP ORDOWNX1/4" WN STAPLE SOFFIT —max. 16-inch,span. WOOD SO SUBSTRATE SOFFIT &FASCIA DETAIL. ALC15001 FL12194-R3 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall, notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System`No. Installation Detail 1 !' TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1'Yj' CROWN STAPLE OPEN RAFTER FASCIA BOARD I'r}' CROWN STAPLES SOFFIT b FASCIA USING A DIAMOND 16F-2 & PATTERN; REFER TO DETAIL SOFFIT STAPLE 16F-6 DIAMOND PATTERN / DETAIL -------- — — FASCIACAP; REFER TO\ TO SOFFITFIT L FASCIAlo F' CHANNEL DETAIL 1^T SOFFIT; MAx. 16' 3/8' SPAN WOOD---,-" OOD \ / SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 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. JCREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER SOFFIT STAPLE GIST I i DIAMOND 1 DETAIL PATTERN FACIA BOARD air ETVEENIIL rn+nta i A i 3/4" X 1/4' CROWN STAPLE '24' jTRIMML ON, CENTER USING A DIAMOND PATTERN FASCIA CAP 16J-1 3/4" X 1/4' CROWNFACIA 8" BOARD CHANNEL 1-3/4' TRIM NAIL STAPLE ON CENTER PPAINTEDS.S. 48'FASCIA CAP O.C. 3/4' X 1/4' CROWN STAPLE SOFFIT —max. 16-inch span, SOFI WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAI ALC15001 FL12194-R3 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. ` Installation Detail 1 J' TRW NAIL FASCIA BOARD FAINTED S.S. 1-4- CROWN FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN: REFER TO 1"r2' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1 TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT b FASCIA DETAIL 24 F-1 t, 24F 1'a4' CROWN STAPLE - FASCIA CAP; REFER TO SOFFIT i FASCIA / \ DETAIL Nominal Pao SYP Batten Anchored to SOFFIT. MAX. 24' F-CHANNEL Ratters with one id ll Ring Shank Nail at SUBSTRATE every Rafter \ WD00 SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 9 of 12 This evaluation report Is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail T J' TRIM NAIL FASCIA BOARD PAINTED 5.5 1-+I' SMOOTH SHANK FASCIA CAP ROOF NAZIS SOFFIT ` 1-v}' CROWN STAPLE I TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT L FASCIA 24F-2 & DETAIL 24 F-5 1'e!' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT 1 FASCIA DETAILNommalT'a2' SYP F-(HANNEL Batten Anchored to SOFFIT; MAX, 24' Rafters with one Id - Ring Shank Nail at every Rafter W000 SUBSTRATE ALC15001 FL12194-R3 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall, notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM NAIL FASCIA BOARD PAWTED S.S. 1L6A i'" T-NAILS I FASCIA CAP SOFFIT I'*I' CROWN STAPLE 1 I- TRIM NAIL FASCIA BOARD PAWTED S.S. SOFFIT & FASCIA 24F-3 & DETAIL 24F-6 11"4" CROW)STAPLE FASCIA CAP; REFER TO SOFFIT i FASCIA DETAIL Nominal 1"a2' SYD F-CHANNEL Batten Anchored to SOFFIT; MAX. 24" Rafters vdh tM 10 Ring Shank Nail at ererT Ralter MASONRY ALC15001 FL12194-R3 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. ACREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 }- TRIM NAIL FASCIA BOARD PAINTED S.S. I"rt}" CROWN STAPLES FASCIA' CAP USING A DIAMOND SOFFIT PATTERN, REFER TO CANTILEVERED CROWN SOFFIT STAPLE RAFTER STAPLE DIAMOND PATTERN DETAIL FASCIA BOARD SOFFIT & FASCIA 1 }" TRIM NAIL PAINTEDss, DETAIL 24J-1 & 1'x}' CROWN STAPLE 24J-2 FASCIA CAP;,REFER TO SOFFIT L FASCIA, DETAIL63 Norninal 1's rSYP battens scabbed between rafters and SOFFIT; MAX. 24- 1-CHANNEL secured with one (1) 7d ring I shanknallstraight-nalled WOOD SUBSTRATE through the ratter into the end of the batten or two (2) vd ring shank nails toe-nalled on elther side of the ballern at the baltenhafter Intersechon 1 SOFFIT STAPLE DIAMOND PATTERN ALC15001 t FL12194-R3 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services; LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES,,LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix, C The following tables provide design wind loads for components and cladding in accordance with Section 1609.1 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. V it is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1610.9.4 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least,horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001 FL12194-R3 Page 1 of 4 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean HeR hotfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 4 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 Enclosed 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 5 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 20 1 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 4 40 11.7 13.8 16.0, 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 Enclosed 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 5 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 ALC15001 FL12194-R3 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean HeRRoof Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 4 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 1 -62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 Enclosed 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 5 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 216 26.9 30.3 34.0 37.9 42.0 4 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42A 46.7 Enclosed 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7' 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001 FL12194-R3 Page 3 of 4 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix, C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean HeR htf ft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 4 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 Enclosed 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 5 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0, 30.7 34.7 38.9 43.3 48.0 4 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 Enclosed 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 5 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001 FL12194-R3 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 318" F-Channel 318" J-Channel 3/8" -L I+— 3/4" 1/8" HEM s/e•• T i -T 3/4" 3/8" ISOMETRIC VIEW 3/6" PROFILE ISOMETRIC VIEW 3/8' PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 5 3/4" 7/8„ 1/8" HEM I 6"FASCIA 17" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix, D ALC15001 FL12194-R3 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit 25 TYP. 0125 TYP, ALC15001 18" BLANK 3 / 8 PR&ILE 2.625 REF. 50 TYP, DIDDDDD DDDDD DODeDD DDDDD DDDDDD DDDDD NOF IOUVER PATTERN (FULL S A F1 LOUVERS FORMED IN SAME DIRECTION AS RIDS) FL12194-R3 ALUMINUM COILS, INC Soffits Appendix D Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 5/th" 112" 1/2" 1/2" 1/2" 1/2" 3/4" 1/8" E1/8- :3/8'] I 13.75" BLANK 3/8" PROFILE 2.825 REF. 50 TYP. I 25 TW. 0,125 7YP, a a0000 ooaoo oaooao oa000 ooaao OF„I DUVER PATTERN /RIII SC F1 LOUVERS FORMED IN SAME DIRECTION AS RIBS) END OF REPORT ALC15001 FL12194-R3 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 2 1:b1 1LL C: t ' • BCIS Home ' Log In I User Registration Hot Topics I Submit Surcharge Stats d Facts Product Approval a USER Public Userdbprh Product Approval Menu > Product or ADDllcabon Search > Application Lis[ > Appliotion Detail FL # FL17147-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived = Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Evaluation Entity 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 Sections from the Code M.r_ ME Publications FBC Stag' BCIS Slte Map Links Search Huber Engineered Woods LLC 10925 David Taylor Drive Suite 300 Charlotte, NC 28262 704) 548-5442 kurt.koch@huber.com Kurt Koch kurt.koch@huber.com Ken W. Hix 1446 Hwy 334 Commerce, GA 30530 706) 336-3041 ken.hix@huber.com Walker Campbell 1446 Hwy 334 Commerce, GA 30530 704) 562-1053 walker.campbell@huber.com Structural Components Products Introduced as a Result of New Technology Evaluation Report from a Product Evaluation Entity ICC Evaluation Service, LLC ICC Evaluation Service 10/01/2018 ICC Evaluation Service, LLC. FL17147 R1 COI Certificate of Independence for Evaluation.ndf Standard ICC-Evaluation Service AC310 Approved Evaluation Entity FL17147 R1 Eouiv AC310.Ddf Year 2015 http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX QwtDgvCo3Eapil I BdS... 6/8/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option C Date Submitted 08/31/2015 Date Validated 09/16/2015 Date Pending FBC Approval Date Approved 09/20/2015 Summary of Products FL # Model, Number or Name Description 17147.1 ZIP System (R) Wall Sheathing ZIP System (R) Wall Sheathing Limits of Use Installation Instructions Approved for use in HVHZ: No FL17147 R1 II ZIP Sheathino Install Manual-2013.odf Verified By: ICC Evaluation Service, LLCApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: limited to structural aspects of panel FL17147 R1 AE ESR-1474 (2).Ddf FL17147 R1 AE ESR1474.odf back Next Contact Us :: 2601 Blair Slone Road. Tapahassee FL 32399 Phone: 850-487-1824 The State of Flonda Is an AA/EEO employer. Goovnoht 2007-2013 State of Florida.:: Privacy Statement : Accessibility Statement Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The malls provided may be used for official communication with the licensee. However email addresses are public record. If you 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: P9 M Credit• Safe securitvnumucJ http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX QwtDgvCo3 Eapil lB dS... 6/8/2017 DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES f SECTION: 0616 00—SHEATHING- DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION 1 .1 - SECTION: 07 25 00—WATER-RESISTIVE BARRIERS/WEATHER BARRIERS SECTION: 07 27 00—AIR BARRIERS REPORT HOLDER: - -- _ r X _ MUBER ENGINEERED WOODS, LLC M ONE RESOURCE SQUARE 10925 DAVID TAYLOR DRIVE, SUITE 300 ` R ' CHARLOTTE, NORTH CAROLINA_ 28262 t EVALUATION SUBJECT: ZIP SYSTEM° WALL SHEATHING L i ICC ti1r il cc C C a PMG LISTED Look for the trusted marks of Conformity! 12. 2014 Recipient of Prestigious Western States Seismic Policy Council 01 WSSPC) Award in Excellence" A Subsidiary of iN ear air ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not WC specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warrantv by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2015 IMES Evaluation Report ESR-1474* Reissued October 2014 This report is subject to renewal October 2016. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 0616 00—Sheathing DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 25 00—Water-resistive Barders/Weather Barriers Section: 07 27 00—Air Barriers REPORT HOLDER: HUBER ENGINEERED WOODS, LLC ONE RESOURCE SQUARE 10925 DAVID TAYLOR DRIVE, SUITE 300 CHARLOTTE, NORTH CAROLINA 28262 800) 933-9220 www.huberwood.com EVALUATION SUBJECT: ZIP SYSTEM® WALL SHEATHING 1.0 EVALUATION SCOPE Compliance with the following codes: 2015, 2012 and 2009 lntemational Building Codee (IBC) 2015, 2012 and 2009 International Residential Codee IRC) 2015, 2012 and 2009 Intemational Energy Conservation Code® (IECC) Properties evaluated: Weather resistance Air leakage 2.0 USES ZIP System® Wall Sheathing panels are used as combination wall sheathing, air barrier, and water -resistive barrier. This report recognizes the use of ZIP System® Sheathing, when installed with ZIP SystemTM' flexible flashing seam tape, in walls of Type V construction (IBC) and dwellings under the IRC, and as an alternate to the water -resistive barrier required in Chapter 14 of the IBC and Chapter 7 of the IRC, and to the air barrier required by Sections R402.4 and C402.5.1 of the 2015 IECC (Sections R402.4 and C402.4.1 of the 201.2, IECC; Sections 402.4.1 and 502.4.3 of the 2009 IECC). 3.0 DESCRIPTION 3.1 Sheathing Panel: The ZIP System® Wall Sheathing panel is an' OSB wood structural panel having a laminated exterior facer. The Exposure 1 OSB complies with US DOC PS 2 for wood structural panels. The exterior facer is a medium -density, phenolic -impregnated, polymer -modified sheet material qualifying as a Grade D water -resistive barrier (required by Section 2510.6 of the 2012 and 2009 IBC). The panels are nominally 4 feet wide by 8, 9, 10, 11 or 12 feet long and have a square -finished -edge or machined -edge profile. When tested in accordance with ASTM E96 (water method), the polymer -modified sheet overlay has a minimum vapor permeance of 12 perms [68.6 X 10-11 kg/(Pa-s-m2)]. Equivalent Water Vapor Transmission rate (WVT) of the polymer -modified sheet overlay is 83.4 g/(24h-m2) when tested at 73.4°F (23°C). The water -resistive barrier and air barrier properties of the ZIP System® Wall Sheathing Panels are not affected when the panels are manufactured to comply as facing materials for SIPS in accordance with Section R610.3.2 and Table R610.3.2 of the 2015 IRC (Section R613.3.2 and Table R613.3.2 of the 2012 and 2009 IRC). 3.2 Seam Tape: The ZIP SystemTM' seam tape is a self -adhering membrane tape consisting of acrylic adhesive laminated to a polyolefin backing. The tape is 0.012 inch (0.30 mm) thick with a minimum width of 3 /4 inches (95.2 mm), and comes in rolls of, various lengths. 4.0 INSTALLATION 4.1 General: Installation of ZIP System® Wall Sheathing panels must comply with the applicable code, this report and the manufacturer's' published installation instructions. The manufacturer's published installation instructions must be available at the jobsite during installation. 4.2, Application: 4.2.1 General: The ZIP System® Wall Sheathing' panels must be attached to wall framing in accordance with the applicable code for wood structural panels, and in compliance with their panel span rating. The panels must be installed with the polymer -modified sheet overlay facing the exterior. In accordance with the manufacturer's published installation instructions, it is recommended that the square edges of the panels be installed with a gap Revised August 2015 CC -ES Evaluation Reports are not to he construed as representing aesthetics or an), other attributes not spenficalty addressed, nor are ihev to be construed as an endorsement ofilte subject of the report or a recommendation for us use. There is no warranty by ICC Evaluation Sertice, LLC, eaprecs or implied, as to any finding or other matter in this report, or as to am product covered !n the report. Copyright 0 2015 Page 1 of 6 ESR-1474 1 Most Widely Accepted and Trusted Page 2 of 6 between adjacent panels and between panels and dissimilar materials. All ZIP System Wall .Sheathing panel seams must be sufficiently sealed with ZIP System seam tape. All overlay surfaces must be dry and free of sawdust and dirt prior to application of the ZIP System' seam tape. The ZIP System"' seam tape must extend a minimum of 1 inch (25.4 mm) past the panel edge T joint intersections and must be centered within '/2 inch (12.7 mm) over the middle of panel seams. The tape must be pressed firmly to adhere to the surfaces and seal the seams. Wrinkles in the ZIP SystemTm seam tape are acceptable unless they create a leak path to the panel seam. 4.2.2 Flashing: Flashing complying with the 'applicable code must be installed at the perimeter of door and window assemblies, penetrations and terminations of exterior wall assemblies, exterior wall intersections with roofs, chimneys, porches, decks, balconies, and similar projections, and at built-in gutters and similar locations where moisture could enter the wall. An adhesive -backed flashing tape recognized in a current ICC-ES evaluation report must be installed to seal all ZIP Systeme Wall Sheathing flashing joints. Penetration items must be sealed to the panels. The adhesive -backed flashing tape must comply with the ICC-ES Acceptance Criteria for Flexible Flashing Materials (AC148) and must be installed in accordance with the manufacturer's published installation instructions. See Figures 1 through 7 of this report for typical flashing, water -resistive barrier and air barrier assembly installation details. 4.2.3 Air Barrier Assembly: ZIP Systeme Wall Sheathing fastened to maximum 24-inch-on-center 610 mm), wood wall framing, using minimum 6d nails spaced at 6 inches (152 mm) around panel edges and at 12 inches (305 mm) in the field, leaving a 1/8-inch 3.18 mm) gap between panels, forms an air barrier assembly when the gaps between panels and the perimeter of penetrations are sealed with ZIP System7m seam tape as required by Section 4.2.1. The assembly has demonstrated a maximum air leakage of 0.0072 cfm/ftz 0.037 U(s•m)] infiltration and 0.0023 cfm/ftz 0.012 U(s"mz)] exfiltration at a pressure differential of 1.57 psf (75 Pa) when tested in accordance with ASTM E2357. 5.0 CONDITIONS OF USE The ZIP System Wall Sheathing panel and tape system described in this report complies with, or is a suitable alternative to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 This evaluation report and the manufacturer's published installation instructions, when required by the code official, must be submitted at the time of permit application. 5.2 The ZIP System® Wall Sheathing panels must be manufactured, identified and installed in accordance with this report and the manufacturer's published installation instructions. In the event of a conflict between the instructions and this report, this report must govern. 5.3 The ZIP System® Wall Sheathing panels must be covered with a code -complying exterior wall covering, or one that is recognized in a current ICC-ES evaluation report. 5.4 The OSB sheathing must comply with US DOC PS-2. 5.5 Fire -resistance -rated construction is outside the scope of this report. 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the ICC-ES Acceptance Criteria for Water -resistive Membranes Factory - bonded to Wood -based Structural Sheathing, Used as Water -resistive Barriers (AC310), dated May 2008 editorially revised August 2015). 6.2_ Air leakage data in accordance with ASTM E2357. 7.0 IDENTIFICATION Each ZIP Systeme Wall Sheathing panel described in this report must bear a label that includes the manufacturer's name (Huber Engineered Woods LLC), the product name, nominal panel thickness, the evaluation report number ESR-1474), and the words "Mill 229, Crystal Hill, Virginia"; Mill 228, Easton, Maine"; "Mill 227, Commerce, Georgia"; or "Mill 290, Broken Bow, Oklahoma." The OSB sheathing must also bear a label demonstrating compliance with US DOC PS 2 from an approved inspection agency. The ZIP System TT° seam tape roll must be labeled with the ZIP System logo and the evaluation report number ESR-1474 (see Figure 8). ESR-1474 I Most Widely Accepted and Trusted Page 3 of 6 uw= i rwr tart-PRCMiRE FMAREIMVE 5Mmw 57t1-\ ORtoms CR:HxrcC *1 PCOOLOODED 8y nill4m Nf1NJF'A:1v'PiR 1 A7tK9VE-BA'7C• FLA M TAM PdV31 FRAN'.d6 v. Z 3' Sr alTHrcc SILL SECTION JAMB SECTION HEADER SECTION FIGURE 1—TYPICAL CROSS SECTIONS OF FLANGED WINDOW ESR-1474 1 Most Widely Accepted and Trusted Page 4 of 6 SILL SECTION HEADER SECTION W6v]ON' jw-B ZIP -.eYSTE1d' WALL.SHEATKNG AOHME-BAD:ED FLISMC TAPE' OUTSIDE fRti' K= ROUGH OPEWG INSIDE LCM'-PREM18E POLYURETHANE FOAM JAMB SECTION FIGURE 2—TYPICAL CROSS SECTIONS OF INSTALLED BRICK MOLD WINDOW ESR-1474 1 Most Widely Accepted and Trusted Page 5 of 6 ZI P'SYSTEMTM- WALL SHEATHING WALL FRA ANG ADHESIVE -BACKED FLASHNG TAPE METAL FLASHING FLASHING FASTENER ADHESIVE -BACKED FLASHING TAPE ROOF UNDERLAYMENT (FELT) ROOF SHEATHING ROOF JOIST FIGURE 3—ROOF-WALL INTERSECTION (OPTION 1) wt c" "Evzsun= onn mow I o r-yrwlni I IIY1 11 ll . FIGURE 5—TYPICAL WALL -SILL INTERSECTION AND FLASHING DETAILS FOR BRICK SIDING ZIP SYSTEM TM WALL SHEATHING L"Z9114., 1 ADHESIVE -BACKED FLASHING TAPE FLASHNG FASTENER COUNTER FLASHING BASE KASHNG FLASHNG FASTENER' ADHESIVE -BACKED FLASHING TAPE r— ROOF UNDERLAYMENT MT) 0 % i— ROOF SHEATHNG ROOF JOIST FIGURE 4—ROOF-WALL INTERSECTION (OPTION 2) FIGURE 6—TYPICAL WALL -SILL INTERSECTION AND FLASHING DETAILS FOR LAPPED SIDING ESR-1474 1 Most Widely Accepted and Trusted Page 6 of 6 Adhesive -Backed Flashing Tape, FIGURE 7—INSTALLATION AT PENETRATION OPENING (NON -FIRE -RESISTANCE RATED) FIGURE 8—LABELING FOR THE ZIP SYSTEM SEAM TAPE ROLL IMES Evaluation Report ESR-1474 FBC Supplement* Reissued October 2014 This report is subject to renewal October 2016. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 16 00—Sheathing DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 25 00—Water-Resistive BarrierslWeather Barriers Section: 07 27 00—Air Barriers REPORT HOLDER: HUBER ENGINEERED WOODS, LLC ONE RESOURCE SQUARE 10925 DAVID TAYLOR DRIVE, SUITE 300 CHARLOTTE, NORTH CAROLINA 28262 800) 933-9220 www.huberwood.com EVALUATION SUBJECT: ZIP SYSTEM® WALL SHEATHING 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that ZIP System® Wall Sheathing panels, recognized in ICC-ES master evaluation report ESR-1474, have also been evaluated for compliance with the codes noted below. Applicable code editions: 2014 Florida Building Code —Building 2014 Florida Building Code —Residential 2.0 CONCLUSIONS The ZIP System® Wall Sheathing panels, described in Sections 2.0 through 7.0 of the master evaluation report ESR-1474, comply with the 2014 Florida Building Code —Building and the 2014 Florida Building Code —Residential, provided the design and installation are in accordance with the International Building Code provisions noted in the master report. Use of the ZIP System® Wall Sheathing panels for compliance with the High -Velocity Hurricane Zone provisions of the 2014 Florida Building Code —Building and the 2014 Florida Building Code —Residential has not been evaluated, and is outside the scope of this evaluation report. For products falling under Florida Rule 9N-3, verification that the report holders quality -assurance program is audited by a quality -assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official, when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report, reissued October 2014 and revised August 2015. Revised September 2015 ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes no specifically addressed, nor are they to be, cvttsttved OU as an endorsement ofthe.subject of the report or a recommendation jnr its use. There Ls no warranty by ICC Evaluation Senice, LLC, eapresc or implied, av -1-ma to anyJin ding or other matter in this report, or as to anv product covered br the report. y Copyright 0 2015 Page 1 of 1 IMES Environmental Report VAR-1012 Reissued September 2015 This report is subject to renewal September 2017. www.icc-es.org/ep 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 12 00—Structural Panels Section: 06 16 00--Sheathing DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 21 00—Thermal Insulation Section: 07 25 00—Water-Resistive BarrierslWeather Barriers Section: 07 27 00—Air Barriers REPORT HOLDER: HUBER ENGINEERED WOODS, LLC 10925 DAVID TAYLOR DRIVE CHARLOTTE, NORTH CAROLINA 28262 800) 933-9220 www.huberwood.com EVALUATION SUBJECT: ADVANTECH' (AT -SERIES) SHEATHING SPAN; ADVANTECH' (AT -SERIES) FLOOR SPAN; ZIP SYSTEM' ROOF SHEATHING; ZIP SYSTEM' WALL SHEATHING; ZIP SYSTEM' R-SHEATHING (INSULATING SHEATHING) 1.0 EVALUATION SCOPE Compliance with the following evaluation criteria: ICC-ES Environmental Criteria for Determination of Bio- based Material Content (EC102), dated March 2012. ICC-ES Evaluation Guideline for Determination of Source of Recovery, Extraction, Harvest and Manufacture for Materials or Products (EC114), dated March 2012 ICC-ES Environmental Criteria for Determination of Formaldehyde Emissions of Composite Wood and Engineered Wood Products (EC108), dated March 2012. ICC-ES Environmental Criteria for Determination of Certified Wood and Certified Wood Content in Products EC109), dated March 2012. Compliance eligibility with the applicable sections of the following green building rating systems, standards and codes: 2012 International Green Construction Code (IgCC) see Table 2 for details) 2b13 California Green Building Standards Code CALGreen), Title 24, Part 11 (see Table 3 for details) National Green Building Standard (ICC 700-2008) see Table 4 for details) National Green Building Standard (ICC 700-2012) see Table 5 for details) LEED for Homes 2008 (see Table 6 for details) LEED v4 for Homes Design and Construction (see Table 7 for details) LEED 2009 for New Construction and Major Renovations (see Table 8 for details) LEED 2009 for Schools New Construction and Major Renovations (see Table 9 for details) LEED v4 for Building Design and Construction (BD+C) See Table 10 for details) ANSI/GBI 01-2010 — Green Building Assessment Protocol for Commercial Buildings (see Table 11 for details) 2.0 USES AdvanTech' (AT -Series) Sheathing Span, AdvanTech® AT -Series) Floor Span, ZIP System Roof Sheathing and ZIP System Wall Sheathing are used for a variety of interior and exterior framing and sheathing applications. ZIP System' R-Sheathing panels are used as combination wall sheathing and continuous insulation in conventional wood -framed wall construction. 3.0 DESCRIPTION AdvanTech' (AT -Series) Sheathing Span and AdvanTech' AT -Series) Floor Span wood structural panels are Exposure 1 oriented strand board (OSB) panels manufactured with strands from a single wood species or a combination of wood species blended with an exterior -type adhesive system to comply with U.S. DOC PS-2 and the applicable ICC-ES report as indicated in Table 1. ZIP System' Roof Sheathing and ZIP System' Wall Sheathing wood structural panels are OSB panels with laminated, resin -impregnated, polymer -modified sheet material manufactured to comply with U.S. DOC PS-2 and the applicable ICC-ES reports as indicated in Table 1. The panels are installed with ZIP System' self -adhering membrane tape. The tape is outside the scope of, this evaluation report. ZIP System° R-Sheathing is an insulated sheathing made by combining 7/16-inch-thick ZIP System Wall ICC-ES Verification of Attributes Reports art issued undo the ICC-ES VAR Emiionmenial Program These i eports are not to be construed as representing aesthetics a an} other Em attributes not sperificallr addressed. nor air thev to be construed as an endorsement of the subject of the report or a recommendation for its use There is no xarronn• by /CC •a Evaluation Service, LLC. express or implied, as to any finding or other matter in this "part, or as to am product covered bl the report.. Copyright © 2015 Page 1 of 6 VAR-1012 ( Most Widely Accepted and Trusted Page 2 of 6 Sheathing as described in ESR-1474 with a layer of maximum 1-inch-thick (25.4 mm) rigid foam plastic insulation laminated to the interior face with PVA adhesive. Refer to ESR-3373 for additional product description. 4.0 CONDITIONS 4.1 Code Compliance: AdvanTech® (AT -Series) Sheathing Span, AdvanTech® AT -Series) Floor Span, ZIP System Roof Sheathing, ZIP System Wall Sheathing and ZIP System R-Sheathing have been evaluated for compliance with the requirements of the International Codes as listed in Table 1 of this report. 3.4 it-U-MO r-L.iva twawauon appues w ILA- rw-ZUVa 4.2 Green Rating Systems, Standards and Code Section 606.2; ICC 700-2012 Sections 606.2(2), Eligibility: 11.606.2(2) & 12.1(A).606.2; ANSI/GBI 01-2010 The information presented in Tables 2 through 11 of this Section -10.12.1]. report provides a matrix of areas of evaluation and 5.5. Documentation establishing and documenting all corresponding limitations and/or additional project -specific major sources of primary manufacturing energy requirements, and offer benefit to individuals who are [Evaluation applies to ICC 700-2008 Section 606.3; assessing eligibility for credits or points. ICC 700-2012 Sections 606.3 & 11.606.3]. The final interpretation of the specific requirements of the respective green building rating system, standard and/or code rests with the developer of that specific rating system or standard or the Authority Having Jurisdiction, as applicable. Compliance with items noted as "Verified Attribute" is subject to any conditions noted in the tables. Decisions on compliance with those items noted as 'Eligible for Points" in Tables 2 through 11 rests with the user of this report, and those items are subject to the conditions noted. The user is advised of the project -specific provisions that may be contingent upon meeting specific conditions, and the verification of those conditions is outside the scope of this report. Rating systems or standards often provide supplemental information as guidance. 5.0 BASIS OF EVALUATION The information in this report, including the 'Verified Attribute," is based upon the following supporting documentation: 5.1 ICC-ES EC102 [Evaluation applies to IgCC Section 505.2.4; CALGreen Sections A4.405.4 & A5.405.2; ICC 700-2008 Section 606.1(2); ICC 700-2012 Sections 606.1, 11.606.1 &.12.1(A).606.1; ANSI/GBI 01-2010 Section 10.1.2.2]. 5.2, ICC-ES EC114. [Evaluation applies to IgCC Section 505.2.5; CALGreen Section A5.405.1; ICC 700-2008 Section 608.1; ICC 700-2012 Sections 609.1, 11.609.1 & 12.1(A).609.1; LEED Homes MR 2.2(c); LEED v4 Homes MRc3; LEED NC MR 5; LEED Schools MR 5; LEED v4 BD+C MRc3; ANSI/GBI 01- 2010 Section 10.1.4.1]. 5.3 ICC-ES EC108 [Evaluation applies to IgCC Section 806.1; ICC 700-2008 Section 901.4(6); ICC 700-2012 Sections 901.4(6) & 11.901.4(6); LEED NC EQ 4.4; LEED Schools EQ 4.4; LEED v4 BD+C EQc2]. 5.6 ICC-ES ESR-1474 documenting that ZIP System Wall Sheathing is equivalent to a code -prescribed water - resistive barrier [Evaluation applies to CALGreen Section 5.407.1; ICC 700-2008 Section 602.9; ICC 700-2012 Section 602.1.8]. 5.7 Refer to ICC-ES ESR-1474 for evaluation of the ZIP System Wall Sheathing as an air barrier assembly Evaluation applies to IgCC Section 605.1.2.1.1; ICC 700-2008 Section 703.2.1; ICC 700-2012 Sections 701.4.3.2, 11.701.4.32 & 12.1.701.4.3.1; LEED Homes EA 3; LEED v4 Homes EAc7]. 6.0 IDENTIFICATION AdvanTech° (AT -Series) Sheathing Span, AdvanTech® AT -Series) Floor Span, ZIP System Roof Sheathing, ZIP System® Wall Sheathing and ZIP System® R-Sheathing products are identified with a stamp noting the manufacturer's name (Huber Engineered Woods, LLC) and address, the product name the manufacturing location, the ICC-ES evaluation report number (if applicable), and the name or logo of the inspection or grading agency. The report subjects are also identified on the product and/or packaging with the VAR Environmental Report number VAR-1012) and the ICC-ES SAVE Mark, as applicable. TABLE 1—REFERENCE STANDARD OR EVALUATION REPORT NUMBER FOR HUBER ENGINEERED WOODS LLC PRODUCTS PRODUCT REPORT NUMBER/ REFERENCE STANDARD AdvanTech° (AT -Series) Sheathing Span ESR-1785 AdvanTech° (AT -Series) Floor Span ZIP System° Roof Sheathing ESR-1473 & ESR-2227 ZIP System° Wall Sheathing ESR-1474 & ESR-2227 ZIP System R-Sheathing ESR-3373 VAR-1012 I Most Widely Accepted and Trusted Page 3 of 6 TABLES 2 THROUGH 11 Section Possible AdvanTech AdvanTech ZIP System ZIP System ZIP System Number Section Intent PointsConditions of Use to Qualify Sheathing Flooring Roof Wall R-Sheathing Sheathing Sheathing TABLE 2—SUMMARY OF AREAS OF ELEGIBILITY WITH 2O12 INTERNATIONAL GREEN CONSTRUCTION CODE 50524 Bio-based products NIA All Huber wood products are qualified as bio-based. 05 Products shall be recovered, harvested, extracted 6 manufactured within a 500 mile 800 km) radius of the building site. Where only a portion of a material or product Is recovered, harvested, extracted S manufactured within 500 miles (800 km), only 5052.5 Indigenous materials N/A that portion shall be included Where resources are transported by water or rail, the O 0 O 0 distance to the building site shall be determined by multiplying the distance that the resources are transported by water or rail by 0.25, 3 adding that number to the distance transported by means other than water or rair. Install the system In accordance with the manufacturer's Installation instructions an 605.1 21.1 Air barrier Installation NIA ICC-ES evaluation report ESR-1474. B06 1 Formaldehyde emissions NIA Huber wood structural panels comply with US DOC PS 2 (See Table 1 of this report 05 and are exempt from formaldehyde emissions testing. TABLE 3—SUMMARY OF AREAS OF ELEGIBILITY WITH 2O13 CALIFORNIA GREEN BUILDING STANDARDS CODE Verify local products that are extracted, processed and manufactured within A5 405.1 Regional materials Elective California or 500 miles 805 km of the job sitn O O O 0 A4 405 2A54052 Bio-based materials All Huber wood products are qualified as bio-based is 05 A4 405 4(3) A4 405 4(5) Renewable sources Materials from renewelble sources (such as engineered wood). Os A5 405.2 1 Certified Wood Under review by California Building Standards Commislon' N/A N/A NIA N/A NIA 5407.1 Water-resistant exterior wall assembly Huber products provide a water-resistant exterior wall envelope O 0 Mandatory 5 Composite wood product emissions EWP products do not apply to the composite wood product definition, 5,504.4 5504, TABLE 4—SUMMARY OF AREAS OF ELEGIBILITY WITH THE NATIONAL GREEN BUILDING STANDARD (ICC 700-2008) 6029 Water -resistive barter Mandatory Install a water-resisitve barrier and/or drainage plan system behind exterior veneerand/or siding. Two types of blobased materials are used, each for To earn 6 points products must be at least 1 % of the construction material cost AN 606.1(2) more than 1 % of the project's projected building 6 another bio-based product at 1 •% of material cost must be used 1 or 3 points are 05 material cost available for greater than 0 5% Two certified wood -based products are used for To earn 3 points a second certified wood product must also be used as a minor 606 2(1) minor elements of the building. such as all walls, 3 element. O° floors or roof Two certified wood -based products are used for To earn 4 points a second certified wood product must also be used as a major 606.2(2) major elements of the building, such as all walls, 4 element. 05 floors or roof Materials are used for major components of the building that are manufactured using a minimum of 2 each To earn 6 points the products must be used for at least 3 major components of the606.3 33% of primary manufacturing process energy56maxbuilding2pointsmaybeearnedwhenusedforeachmajorcomponent. O derived from renewable sources, combustible waste sources, or renewable energy credits O =Eligible for points Verified attribute This provision does not apply to this product Note: Footnotes are located after Table I I. VAR-1012 I Most Widely Accepted and Trusted I Page 4 of 6 TABLES 2 THROUGH 11 (Continued) Section Section Intent Possible Conditions of Use to Qualify AdvenTech AdvanTech ZIP System Root ZIP System Wall ZIP System Number Points Sheathing Flooring/ Sheathing Sheathing RSheathing TABLE 4—SUMMARY OF AREAS OF ELEGIBILITY WITH THE NATIONAL GREEN BUILDING STANDARD ([CC 700-2008) (Continued) 2 each To earnpoints verity local products are originated produced. grow naturally 01 608.1 Indigenous materials I 10 max occur naturally within 500 miles 805 km of lob site O 0 I O O Insulation and air sealing is installed in accordance with all the following, as 7032.1 Insulation and air sealing 3 applicable: 0 0 15 max 1) third -party verification performed 15 pts, 2) no third -party verification performed 3 pts Structural plywood used for floor, wall, and/or roof sheathing complies with DOC PS 1 and/or DOC PS 2. OSB used for Boor, wall, and/or roof sheathing To meet this a minimum of 85% of OSB or plywood in the building must consist of9014(1) complies with DOC PS 2. Panels are made with Mandatory Huber productsmoisture -resistant adhesives and the trademark indicates the adhesives are Exposure 1 or Exterior plywood) and Exposure 1 (OSB) 901 4(6) Non -emitting products, which can include structural A minimum of 85% of product in building are the identified Huber products. 5 wood framing4 TABLE 5—SUMMARY OF AREAS OF ELEGIBILITY WITH THE NATIONAL GREEN BUILDING STANDARD (ICC 70012012) 602.1 8 Water -resistive barrier Mandatory Install a water-resisilve barrier and/or drainage plan system behind exterior veneerand/or siding. 606.1(2) Two types of blobased materials are used, each for To earn 6 points products must be at least 1 % of the construction material cost AN 11.606.1(b) more than 1 % of the project's projected building 6 another blobased product at 1% of material cost must be used. 1 or 3 points are Os 12.1 A .606 1 material cost available for greater than 0.5%. 606 2(1) Two certified wood -based products are used for To earn 3 points a second certified wood product must also be used as a minor 11 606.2(1) minor elements of the building, such asali trim, 3 r Os 12.1 A 606.1 cabinet , or millwork element 606 2(2) Two certified wood -based products are used for To earn 4 points a second certified wood product must also be used as a major 11 606.2(2) major elements of the building, such as all walls, 4 Os 12.1 A .606.2 Boors or roof element. Materials are used for major components of the 606 3 building are manufactured using a minimum of 33% 2 each To earn 6 points, the products must be used for at least 3 major components of the 11.606 3 0l primary manufacturing process energy derived 6 max building 2 points may be earned when used for each major component. Os from renewable sources, combustible waste sources, or renewable energy credits To earn 2 points verity material Is produced, grows naturally, or occurs naturally within 500 miles (805 km) of the job site if transported by truck or 1500 miles (2414 2 each km) if transported for at least 80% o1 the total distance by rail or water. Products the6091Regionalmaterials 10 max are assembled or produced from multiple raw materials quality if the weighted O 0 0 0 average (by weight or volume) of the distance the raw materials have been transported meet the distance crlterias, 701.4.3 2 Insulation and air sealing is installed in accordance with all the following, as 11.701.4.3 2 Insulation and air sealing 3 15 max applicable: 1) third -party verification performed 15 pts, O 0 12.1.701.4.3.1 2) no third -party verification performed 3 pis Structural plywood used for Boor, wall, and/or roof sheathing complies with DOC PS 1 and/or DOC PS 901 4(1) 2 OSB used for Boor, wall, and/or roof sheathing To meet this a minimum of 85% of OSB or plywood to the budding must consist of11901.4(1) complies with DOC PS 2. Panels are made with Mandatary Huber products. 12.1.901 4(1) moisture -resistant adhesives S the trademark Indicates the adhesives are Exposure 1 or Exterior plywood) 6 Exposure 1 (OSS) 901 4(6) Non -emitting products, which can include structural 4 A minimum of 85% o1 product in the building are the identified Huber products. I Os 11.901.4(6) wood framing o - Eligible for points Verified attribute This provision does not apply to this product Note: Footnotes are located after Table 11. VAR-1012 I Most Widely Accepted and Trusted Page 5 of 6 TABLES 2 THROUGH 11 (Continued) Section Possible AdvanTach AdvanTech ZIP System ZIP System ZIP System Number Section Intent Points Conditions of Use to Qualify for Points Sheathing Flooring Roof Wall R-SheathingSheathingSheathing TABLE 6—SUMMARY OF AREAS OF ELEGIBILITY WITH USGBC'S LEED FOR HOMES 2008 EA 3 Air Infiltration 3 max To earn 2 or 3 points meet the air leakage requirements shown O OInTable17ofthecredit, as applicable MR 2 1 FSC certified tropical wood 0 5 each To earn 0 5 point per component use FSC-certlfied tropical wood? 2 z 2 z 2 8 max To earn points use products that are extracted, processed and manufactured within MR 2.2(c) Environmentally preferable products for roof, wall 3c 0 5 each 500 miles (805 km) of the site for a minimum of 90% (by weight or volume of the O O O O floors, Interior exterior framing sheathing, 8 max component! TABLE 7—SUMMARY OF AREAS OF ELEGIBILITY WITH USGBC'S LEED v4 HOMES EAc7 Air Infiltration 2 max To earn 1 or 2 points based on air leakage rates determined by testing and O Ovenficetion. MR FSC certified tropical wood Prerequeslte All wood must be nontropical or certified by FSC or USGBC-approved equivalent! 2 2 2 2 2 pt n o earn points use framing that is extracted, processed and manu acturec within 100 miles(160 km) of the site for a minimum of 50% (by weight or volume) of O O O O MRc3 Environmentally preferable products for roof, wall d 0.5 each floors: interior S exterior framing 6 sheathing 8 max Option 2. Use wood products certified by FSC or USGBC-approved equivalent! 2 2 2 2 02 EQc2 Low emitting materials 1 To earn 1 point use wood composite products contaning no -added urea- 0 5 Formaldehyde resins. TABLE 8—SUMMARY OF AREAS OF ELEGIBILITY WITH USGBC'S LEED 2009 FOR NEW CONSTRUCTION AND MAJOR RENOVATION MR 5.1 Regional materials (10% of content) 1 To earn 1 point use products that are extracted, processed and manufactured within O O O O 500 miles (805 km) of the site for a minimum of 10% (by cost) of total materials O O O OMR52Regionalmaterials (20% of content) 2 value. To earn 2 points use a minimum of 20%5 To earn 1 point use a minimum 50% (based on cost) of wood -based 2 2 2 2 2MR7Certifiedwood1 materials/products certified to FSC requirements' EQ 4.4 Low emitting materials 1 To earn 1 point use wood composite wood products containing no -added urea- 05formaldehyderesins TABLE 9—SUMMARY OF AREAS OF ELEGIBILITY WITH USGBC'S LEED 2009 FOR SCHOOLS NEW CONSTRUCTION AND MAJOR RENOVATION MR 5.1 Regional materials (10% of content) 1 To earn 1 point use products that are extracted, processed and manufactured within O O O O 500 miles (805 km) of the site for a minimum of 10% (by cost) of total materials O O O OMR52Regionalmaterials (20% of content) 2 value To earn 2 points use a minimum of 20%! MR 7 Certified wood 1 To earn 1 point use a minimum 50% (based on cost) of wood -based 2 2 2 2 2 materials/products it : EQ 4 4 Low emitting materials 1 To earn 1 point use wood composite wood products containing no -added urea- 05formaldehyderesins TABLE 10—SUMMARY OF AREAS OF ELEGIBILITY WITH USGBC'S LEED v4 BUILDING DESIGN AND CONSTRUCTION (BD+C) MR0 Sourcing of raw materials - certification of new wood 1 Option 2: Use wood -based materials/products certified by FSC or USGBC-approved 2 2 2 2 O2 products a urvalen? Products meeting the requirements of MRc3 Option 2 may be eligible for additional MRc3 Sourcing of raw materials - source location N/A credit based on source location (extraction, manufacture and purchase point) based 6 e a e on location relative to project site," IEQc2.2 Low emitting materials N/A EWP and lumber products do not apply to the composite wood product definitioA O Eligible for points Verified attribute This provision does not apply to this product Note: Footnotes are located after Table 11. VAR-1012 I Most Widely Accepted and Trusted Page 6 of 6 TABLES 2 THROUGH 11 (Continued) Sumba PossibleF AdvanTach AdvanTach ZIP System ZIP System ZIP System Section Intent Conditions of Use to Qualify for Points Roof Wall Wall Number Points Sheathing Flooring Sheathing R-Sheathing TABLE 11—SUMMARY OF AREAS OF ELEGIBILITY WITH ANSI/GB101-2010 — GREEN BUILDING ASSESSMENT PROTOCOL FOR COMMERCIAL BUILDINGS 10.1.2 2 Biobased Products - building assemblies 7 max All Huber wood products are qualified as biobased 0 0I0 0 05 To earn credits use products that are extracted, processed and manufactured within 10.1.4.1 Regional Materials - building assemblies 5 max 500 miles (805 km) of the site for a minimum of 90% (by weight or volume of the O O O O 1 components 10.3.2.1 Certified wood 6 max Between 10%. and 60% or more of wood -based products used in the budding are 0 0 0 0 gOthirdpartycertified O Eligible for points Verified attribute This provision does not apply to this product. Footnotes: Certification is required of the manufacturer only Vendor Chain of Custody is not required to qualify for Ihls point. 2Forest certification credit for LEED 2009 resources FSC exclusively and for LEED v4 resources either FSC or USGBC-approved equivalent. Contact USGBC for a list of approved equivalent 3CGBSC recognizes importance of use of certified forest products however the specific requirements are currently under development. t 4This area Is not be confused with the provisions of EO 4.4 In LEED (Table 4) because the California Air Resources Board (CARS) does not regulate engineered wood product emissions Eligibility applies only to the wood -based sheathing portion of the panel a Regional material calculations based on project location provided by Huber upon request N/A = Not applicable IMES Evaluation Report ESR-1474* www.icc-es.org 1 (800) 423-6587 I (562) 699-0543 DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 0616 00—Sheathing DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 25 00—Water-resistive Barriers/Weather Barriers Section: 07 27 00—Air Barriers REPORT HOLDER: HUBER ENGINEERED WOODS, LLC ONE RESOURCE SQUARE 10925 DAVID TAYLOR DRIVE, SUITE 300 CHARLOTTE, NORTH CAROLINA 28262 800) 933.9220 www.huberwood.com EVALUATION SUBJECT: ZIP SYSTEM" WALL SHEATHING 1.0 EVALUATION SCOPE Compliance with the following codes: 2012 and 2009 International Building Code° (IBC) 2012 and 2009 International Residential Code" (IRC) 2012 and 2009 International Energy Conservation Code° (IECC) Properties evaluated: Weather resistance Air leakage 2.0 USES ZIP System" Wall Sheathing panels are used as combination wall sheathing, air barrier, and water -resistive barrier. This report recognizes the use of ZIP System* Sheathing, when installed with ZIP SysternTM flexible flashing seam tape, in walls of Type V construction (18C) and dwellings under the IRC, and as an alternate to the water -resistive barrier required in Chapter 14 of the IBC and Chapter 7 of the IRC, and to the air barrier required by Sections R402.4 and C402.4.1 of the 2012 IECC, or Sections 402.4.1 and 502.4.3 of the 2009 IECC. 3.0 DESCRIPTION 3.1 Sheathing Panel: The ZIP System® Wall Sheathing panel is an OSB wood structural panel having a laminated exterior facer. The Reissued September 1, 2012 This report is subject to renewal October 1, 2014. A Subsidiary of the International Code Council® Exposure 1 OSB complies with US DOC PS 2 for wood structural panels. The exterior facer is a medium -density, phenolic -impregnated, polymer -modified sheet material qualifying as a Grade D water -resistive barrier in accordance with the ICC-ES Acceptance Criteria for Water -resistive Barriers (AC38). The panels are nominally 4 feet wide by 8, 9, 10, 11 or 12 feet long and have a square -finished -edge or machined -edge profile. When tested in accordance with ASTM E96 (water method), the polymer -modified sheet overlay has a minimum vapor permeance of 12 perms (68.6 X 10"' kg/(Pa-s-m2). Equivalent Water Vapor Transmission rate (WVT) of the polymer -modified sheet overlay is 83.4 g/(24h-m2) when tested at 73.4'F (23'C). The water -resistive barrier, and air barrier properties of the ZIP System® Wall Sheathing Panels are not affected when the panels are manufactured to comply as facing materials for SIPs In accordance with Section R613.3.2 and Table R613.3.2 of the 2009 IRC. 3.2 Seam Tape: The ZIP SystemTM seam tape is a self -adhering membrane tape consisting of acrylic adhesive laminated to a polyolefin backing. The tape is 0.012 inch (0.30 mm) thick with a minimum width of 3 /4 inches (95.2 mm), and comes in rolls of various lengths. 4.0 INSTALLATION 4.1 General: Installation of ZIP System? Wall Sheathing panels must comply with the applicable code, this report and the manufacturer's published installation instructions. The manufacturer's published installation instructions must be available at the jobsite during installation. 4.2 Application: 4.2.1 General: The ZIP System° Wall Sheathing panels must be attached to wall framing in accordance with the applicable code for wood structural panels, and in compliance with their panel span rating. The panels must be installed with the polymer -modified sheet overlay facing the exterior. In accordance with the manufacturer's published installation instructions, it is recommended that the square edges of the panels be Installed with a gap between adjacent panels and separating the panels from dissimilar materials. All ZIP System Wall Sheathing panel seams must be sufficiently sealed with ZIP System seam tape. All overlay surfaces must be dry and free of sawdust and dirt prior to application of the ZIP System" seam tape. The ZIP System"' seam tape must extend a minimum of Revised October 2013 1CC-ES Eoalunrion Reports are not to be cmtstnted as representing aesthetics or any other attributes not speclftcally addressed, nor are they to be construed as an endorsement ofthe subject of the report or a recommendation for its use. There is no trarranty by JCC Evahtation Sender, LLC, cspms or Implied, as [.EY to an) -finding or other matter in this report, or as to any produa covered by the report Copyright O 2013 Page 1 or 6 ESR-1474 I Most Widely Accepted and Trusted Page 2 of 6 1 inch (25.4 mm) past the panel edge T-joint intersections and must be centered within 1/2 inch (12.7 mm) over the middle of panel seams. The tape must be pressed firmly to adhere to the surfaces and seal the seams. Wrinkles in the ZIP SystemT1-' seam tape are acceptable unless they create a leak path to the panel seam. 5.1 This . evaluation report and the manufacturer's published installation instructions, when required by the code official, must be submitted at the time of permit application. 5.2 The ZIP System? Wall Sheathing panels must be manufactured, identified and installed In accordance 4.2.2 Flashing: Flashing complying with the applicable with this report and the manufacturer's published code must be installed at the perimeter of door and Installation instructions. In the event of a conflict window assemblies, penetrations and terminations of between the instructions and this report, this report exterior wall assemblies, exterior wall intersections with must govern. roofs, chimneys, porches, decks, balconies, and similar projections, and at built-in gutters and similar locations 5.3 The ZIP System Wall Sheathing panels must be where moisture could enter the wall. An adhesive -backed covered with a code complying exterior wall covering, flashing tape recognized In a current ICC-ES evaluation or one that is recognized in a current ICC-ES reportmusl-6— installed -to seal -all- ZIP- System® Wall evaluation report. Sheathing flashing joints. Penetration items must be 5.4 The OSB sheathing must comply with US DOC PS-2. sealed to the panels. The adhesive -backed flashing tape 5.5 Fire -resistance -rated construction is outside the must comply with the ICC-ES Acceptance Criteria for scope of this report. Flashing Materials (AC148) and must be installed in accordance with the manufacturer's published installation 6.0 EVIDENCE SUBMITTED Instructions. See Figures 1 through 7 of this report for 6.1 Data In accordance with the ICC-ES Acceptance typical flashing, water -resistive barrier and air barrier Criteria for Water -resistive Membranes Factory - assembly Installation details. bonded to Wood -based Structural Sheathing Used as 4. 2.3 Air Barrier Assembly: ZIP System® Wall Sheathing fastened to maximum 24-inch-on-center 610 mm), wood wail framing, using 6d nails spaced at 6 inches (152 mm) around panel edges and at 12 inches 305 mm) in the field, leaving a r/a-inch (3.18 mm) gap. between panels, forms an air barrier assembly when the gaps between panels and the perimeter of penetrations are sealed with ZIP System1m seam tape as required by Section 4.2.1. The assembly has demonstrated a maximum air leakage of 0.0072 cfmlft2 T.037 U(s•m)] infillrationand0.0023 cfm/ft2 [0.012 U(s-m )] exfillratlon at a pressure differential of 1.57 psf (75 Pa). 5. 0 CONDITIONS OF USE The ZIP System® Wall Sheathing panel described in this report complies with, or is a suitable alternative to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: Water - resistive Barriers (AC310), dated May 2008 editorially revised June 2013). 6. 2 Air leakage data in accordance with ASTM E2357. 7. 0 IDENTIFICATION Each ZIP System? Wall Sheathing panel described in this report must bear a label that Includes the manufacturer's name ( Huber Engineered Woods LLC), the product name, nominal panel thickness, the evaluation report number ESR- 1474), and the words 'Mill 229, Crystal Hill, Virginia"; Mill 228, Easton, Maine"; "Mill 227, Commerce, Georgia"; or " Mill 290, Broken Bow, Oklahoma." The OSB sheathing must also bear a label demonstrating compliance with US DOC PS 2 from an approved inspection agency. The ZIP SyslemTm seam tape roll must be labeled with the ZIP System Wall logo and the evaluation report number ESR- 1474 (see Figure 8). ESR-1474 I Most Widely Accepted and Trusted Page 3 of 6 EV [9GC EWE Lnx-nrEsus romPE-mm roan OR W-DON t u-\ CAUUNG P[CONAEUD[D er ruswsGVAILfACTWU i ADIE91GT-2,101 fU9olTAPE qAOULrI FAAVi4C ar ssmE` r, ruu suAn+Ilo SILL SECTION JAMB SECTION HEADER SECTION FIGURE 1—TYPICAL CROSS SECTIONS OF FLANGED WINDOW ESR-1474 ( Most Widely Accepted and Trusted Page 4 of 6 SILL SECTION HEADER SECTION TNNDOW JAM ZIP S15TEM, ADHEME-HACKED WALL SHEATHIIIG RASHINC TAPE OU TSIDE CALUVIG ROUGH OPEH1ZG Him LOW-PRES. K POLIURETHNIE FOAM JAMB SECTION FIGURE 2—TYPICAL CROSS SECTIONS OF INSTALLED BRICK MOLD WINDOW ESR-1474 J Most Widely Accepted and Trusted Page 5 of 6 ZIP SYSTEM TM WALL SHEATHING WALL FRAMING ADHESIVE -BACKED FLASHING TAPE METAL FLASHING FLASHING FASTENER ADHESIVE -BACKED FLASHNG TAPE ROOF UNDERLAYMENT (FELT) 1-7 ROOF SHEATHNG ROOF JOIST FIGURE 3—ROOF-WALL INTERSECTION (OPTION 1) e ifaLalt" ilm F 1 L— I I iJy I 111 h TIL'Il I('II 1 1 '1 I°-i•''Syn II ZIP SYSTEMTnI WALL SHEATHING WALLFRA ANG ADHESIVE - BACKED FLASHING TAPE FLASHING FASTENER COUNTER FLASHING BASE FLASHING FLASHING FASTENER ADHESIVE - BACKED FLASHING TAPE ROOF UNDERLAYMENF (FELT) ROOF SHEATHING ROOF JOIST FIGURE 4—ROOF-WALL INTERSECTION (OPTION 2) we avw n iwu iw Wmlt nu oww co. omk FIGURE 5—TYPICAL WALL -SILL INTERSECTION FIGURE 6—TYPICAL WALL -SILL INTERSECTION AND FLASHING DETAILS FOR BRICK SIDING AND FLASHING DETAILS FOR LAPPED SIDING ESR-1474 I Most WidelyAccepted and Trusted Page 6 of 6 FIGURE 7—INSTALLATION AT PENETRATION OPENING (NON -FIRE -RESISTANCE RATED) FIGURE 8—LABELING FOR THE ZIP SYSTEM SEAM TAPE ROLL ICC-ES Evaluation Report ESR-1474 FBC Supplement* Reissued September 1, 2012 This report is subject to renewal October 1, 2014. www.lcc-es.orq 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 16 00—Sheathing DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 25 00—Water-Resistive BarriersfWeather Barriers Section: 07 27 00—Air Barriers REPORT HOLDER: HUBER ENGINEERED WOODS, LLC ONE RESOURCE SQUARE 10925 DAVID TAYLOR DRIVE, SUITE 300 CHARLOTTE, NORTH CAROLINA 28262 800) 933-9220 www.huberwood.com EVALUATION SUBJECT: ZIP SYSTEM' WALL SHEATHING 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that ZIP System® Wall Sheathing panels, recognized in ICC-ES master evaluation report ESR-1474, have also been evaluated for compliance with the codes noted below. Applicable code editions: 2010 Florida Building Code —Building 2010 Florida Building Code —Residential 2.0 CONCLUSIONS The ZIP System® Wall Sheathing panels, described in Sections 2.0 through 7.0 of the master evaluation report ESR-1474, comply with the 2010 Florida Building Code —Building and the 2010 Florida Building Code —Residential, provided the design and installation are in accordance with the international Building Code° provisions noted in the master report. Use of the ZIP System® Wall Sheathing panels for compliance with the High -Velocity Hurricane Zone provisions of the 2010 Florida Building Code —Building and the 2010 Florida Building Code —Residential has not been evaluated, and is outside the scope of this evaluation report. For products falling under Florida Rule 9N-3, verification that the report holder's quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report reissued September 1, 2012, revised October 2013. Revised October 2013 WC-FS Fsalualion Reports are not to be consented as representing aesthelics or mp• other attributes not speciftrnRy addressed, nor are they to be consented N as an eadoraentent ofihe subject ofihe report or a recommendation for its use. 77+ere is no t annne), b}• ICC Evolua ion Service, LLC. express or impiled, as if z to an}' finding or other matter in this report, or as to anyproduct covered by the report. ti%t Copyright' 2013 Page 7 of 1 ZIP System° Roof & Wall Sheathing INSTALLATION MANUAL Sales Office: 10925 David Taylor Dr-, Suite 300 Phone: 800-933-9220 zipsystem.com tea<Y,-a r,. E, g ..d Wno» LL:.. AmPn-rn ric Na t n: ,:.ai, ar .. t ,e t adomarks of Charlotte. NC28262 Fax:704-547-9228 Huue.'t..:. Z:P Syofe', ttera-zom[ mmgLIP jalaxn tr_r aadvtign c Ycxrne*a etradernaiics f .;tx F ,.i .c.r:d' . 'I 1 , a r,^rt t X. d mad wmi K o`,1 M. I lub;r HUB311-12110 JIID[R ENGINEERED f UUD` WOODS ZIP SystemO Roof & Wall Sheathing INSTALLATION MANUAL Contents 02 ZIP System° Sheathing Installation On Roofs 03 ZIP System'" Tape Installation - Roof Panel Seams 04 ZIP System'" Tape Installation - Roof Panel Seams (continued) 05 Roof Covering Installation Instructions 06 ZIP SystemO Roof & Wall Sheathing Installation 07 ZIP System- Tape Installation - Panel Seams ATTENTION: This installation guide is intended to provide general information for the designer and end user. The following guidelines will help you safely and properly install the ZIP SystemO Roof & Wall wall sheathing. We urge you, and anyone installing this product, to read these guidelines in order to minimize any risk of safety hazards and to prevent voiding any applicable warranties. This manual is a general installation guide and does not cover every installation condition. Proper installation shall be deemed to mean the most restrictive requirement specified by Huber Engineered Woods (HEW), local building code, engineer or architect of record or other authority having jurisdiction. You are fully and solely responsible for all safety requirements and code compliance. For additional information contact Huber Engineered Woods LLC. ZIP SystemO Roof & Wall Sheathing Safety Guidelines Fallow all OSHA regulations and any other safety guidelines and safety practices during installation and construction. Use approved safety belts and/or harnesses or otherfall protection equipment. Install ZIP System panels and tape only in dry conditions and on dry surfaces. Do not install in rain, snow, frost or other slippery conditions. Wear rubber -soled or other high -traction footwear while installing ZIP System sheathing in a root application. Do not wear footwear with wom soles or heels. Ensure the roofing surface is free from oil, chemicals, sawdust, dirt, tools, electric cords, air hoses, clothing and anything else that might create a tripping hazard. Install temporary toe boards along the ZIP System sheathing roof surface. What Is ZIP System6 Roof & Wall Sheathing? ZIP System Roof & Wall sheathing is code -recognized as a wood structural panel, roofing underayment (ICC-ES ESR-1473), water -resistive barrier and air barrier (ICC-ES ESR-1474). ZIP System Roof & Wall sheathing has a built-in moisture barrier that lets you say good-bye to building paper or housewrap on the walls and felt paper on the roof.` Simply install the panels, tape the seams, and you have a structural wall sheathing, water - resistive barrier and air barrier or a structural roof sheathing and roofing underlayment all from one product. ys eni IV ROOF A WALL sHEATHING FASTER. TIGHTER. ENERGY EFFICIENT. 08 ZIP SystemO Roof & Wall Sheathing - Window Installation Flanged Windows & Brick Mould Windows 09 ZIP System® Roof & Wall Sheathing - Window Installation Brick Mould Windows (continued) 10 ZIP System® Roof & Wall Sheathing - Penetration Openings 11 ZIP SystemO Roof & Wall Sheathing Installation Details 12 ZIP SystemO Roof & Wall Sheathing Installation Details (continued) ZIP System Roof & Wall sheathing can be used with a range of exterior claddings and roof coverings. Approved wall coverings include brick, vinyl, stone, wood fiber cement, wood and cedar shakes, traditional hard coat stucco and specified drainable EIFS applications, however it is not recommended for use with adhesively attached EIFS. Approved roof covenngs include asphalt -fiberglass shingles, metal tiles and panels, clay and concrete tiles, slate and slate -type shingles and wood shakes and shingles. Follow all cladding and roof covering manufacturer's installation instructions. ZIP System Roof & Wall sheathing can be used on buildings of Type III (Roof Applications ONLY) and Type V construction and construction permitted under the IRC. ZIP Systems Roof & Wall Sheathing Includes: ZIP System sheathing panels with built-in moisture barrier with preprinted fastening and tape guides ZIP System tape Storage and Handling Set panel stack on three supports (stickers) to keep off the ground. Outdoors, cover panels loosely with waterproof protective material. Anchor covers on top of the stack, but keep away from sides and bottom to assure good air circulation. In high moisture environments, cut banding on the panel stack to prevent edge damage. ZIP System• Roof & Wall Sheathing Notes and Limitations: Do not use on roofs with slopes less than 2/12. Do not use abutted against general stone or masonry without providing a minimum of a 1/2' gap. Do not install ZIP System tape in temperatures less than 20' F ZIP System products are not recommended for manufactured housing applications that are built under a federal building code administered by the U.S. Department of Housing and Urban Development (HUD). Do not use panel edge clips (H-Clips) with ZIP System Roof & Wall sheathing without expressed written approval from Huber Engineered Woods." Do not use ZIP System tape to permanently seal around circular roof projections (plumbing vents, pipes, curved walls, etc.) Contents (continued) Wall Coverings ZIP System Roof & Wall sheathing should be covered with the finished roof covering or exterior cladding within 180 days of Installation. Finished roof and exterior cladding products should be installed per the manufacturer's installation Instructions. Per the recommendation of the Western Red Cedar Lumber Association and the U.S. Forest Products Laboratory, wood siding should be primed before installation. When onginal roofing or claddings are removed and replaced on existing ZIP System sheathing, the roof or wall should be covered with an additional roofing underlayment or water resistive barrier prior to installation of the new finished roofing or cladding. Note: In cladding systems requiring multiple layers of water -resistive barriers, like traditional hard -coat stucco, ZIP System sheathing is intended only to replace the first layer. Wet Blown Cellulose Insulation In addition to following manufacturer installation instructions, we recommend a maximum moisture content of the cellulose of less than 25% measured at the inside surface of the ZIP System panel before closing the wall cavity. Secondary Coatings Do not apply secondary coatings or treatments to ZIP System Roof & Wall sheathing panels with the exception of the following: HEW approved fire resistant coatings. Fire resistant coatings must be tested and approved by HEW for use with ZIP System panels. Field applied water-soluble borate insecticide or fungicide treatments applied to the non overlay side of the panel. See technical tip, "Termite Treatments on ZIP System Roof & Wall Sheathing," on zipsystem.com for more information. Permeable laminated radiant barner foil or paint. For a radiant barrier foil or coating to be considered permeable, it must have an applied permeance of five perms or greater as tested by the ASTM E 96 wet cup standard. For a radiant foil, the permeance evaluation would include any adhesive and/or backer used to laminate a foil. For a radiant paint/coating, the permeance evaluation should be conducted at the applied thickness of the paint/coating. ZIP System Roof and Wall sheathing replaces only the first layer in multiundedayment systems. Edge support is not required by code with 112 (32/16 span rated) and W (40120 span rated) performance category sheathing if the framing does not exceed 24' o.c. and the total load does not exceed 93 psf to, 112 and 156 psf for SS performance categones. This is based on U180 deflection criteria for total load ZIP System" Roof & Wall Sheathing Installation Manual 02 ZIP System® Sheathing Installation on Roofs Overview: ZIP System Roof & Wall sheathing is composed of ZIP System panels and ZIP System seam sealing tape. ZIP System" Roof & Wall Sheathing panels should be fully installed before the seam sealing tape is applied. In general, the ZIP System roof sheathing panels should be installed from the lowest point on the roof to the highest. It is at the discretion of the installer whether to apply tape from the top down or from the bottom up. However, working from the highest sections of the roof and working down will minimize foot traffic on the tape. The following installation steps are presented as guidelines and a general outline of the installation process. These are manufacturer installation recommendations — please visit zipsystem.com for a library of flashing and installation details. You are fully and solely responsible for all safety requirements. Good construction and safety practices should be followed at all times. Step 1. Ensure that the panel surface is dry and clean of any nails, sawdust, or other debris or protrusions prior to installing or walking on the panels. After ensuring compliance with all OSHA and local code safety guidelines, install ZIP System sheathing panels with the moisture barrier surface facing outside. The long edge (8') should be oriented perpendicular to the framing members, and panels should be installed with the 4' edge seams staggered a minimum of 24". 1/8" spacing between square edges of all adjacent panels is recommended, in accordance with industry standards for wood sheathing. (Tongue & Groove panels are designed to self -space and do not require manual spacing on the 8' edges.) Step 2. Ensure that ZIP System panels span at least three framing members and a framing member supports the entire 4' edge of the panels. Fasten the ZIP System Roof & Wall sheathing panel to the framing members with code approved fasteners spaced at the appropriate edge and intermediate spacing. It is the responsibility of the general contractor to verify proper fastener type and spacing prior to installation. Apply the fasteners 3/8' from the panel ends and comers. An ideal installation would be where fastener heads are flush with the panel surface. However, due to variations in materials and limitations on equipment, this may be difficult to achieve in some situations. It is not required to tape over overdriven fasteners unless the fastener head creates a hole through the entire panel thickness. Please see the technical tip, "Overdriven Fasteners in ZIP System Roof and Wall Sheathing," for more information. Step 3. Install temporary toe boards as necessary when applying the ZIP System sheathing panels up the slope of the roof planes. 8' Panel Edges The unique edge profile is designed to accommodate incremental panel expansion and does not require manual gapping along the 8' edges 4' Panel Edges 1!8' Maintain 1/8• space where 4' edges meet. Unique edge profile is on 8' edges only. LIPM ZIP System" Tape Installation - Roof Panel Seams Apply ZIP System tape after all ZIP System Roof & Wall sheathing panels are fully fastened to roof -framing members. Only ZIP System tape should be used to seal the seams of ZIP System panels. Ensure that the panel surfaces are dry and free of any nails, sawdust and other debris, or protrusions. Avoid stepping on tape in high temperature environments. ZIP System tape is a contact tape that requires pressure for an adequate seal. Step 1. Apply ZIP System tape to every vertical and horizontal panel seam. It is at the discretion of the installer whether to apply tape from the top down or from the bottom up. However, working from the highest sections of the roof and working down will minimize foot traffic on the tape. Ensure that the tape is centered over the seam within +/- 1/2' to provide adequate coverage and to ensure that wrinkles in the tape are minimized. Ensure that tape lengths are continuous across the 8' horizontal edge of the panels. If splices are unavoidable, create an overlapping splice of at least 3". Apply moderate pressure onto the surface of the tape to ensure a secure bond between the panel and the tape. Use ZIP System tape gun or tape roller to apply pressure to the tape and smooth out any wrinkles. Take special care to remove any voids and/or trapped air at splice areas and T-joints. Step 2. For valley areas of framing, we recommend you use 6" wide ZIP System tape. This tape is wider than panel seam tape and is designed to give you optimal protection in valley areas. Starting from the bottom and working your way up, apply one continuous piece of 6" tape so that the center of the tape is over the valley seam. Use the tape gun or tape roller to apply pressure to the tape to ensure proper contact with the panel and to eliminate any wrinkles that might have occurred in the tape. Take special care to seat tape completely into the valley. Note: It is important to pay extra attention to valley taping as water is directed toward the valleys during rain events. Self -adhering ice and water barriers may be required by code. ZIP System tape is not considered a replacement for self -adhering ice and water barriers. Therefore, when self -adhering ice and water barriers are required, they should be installed in addition to ZIP System tape. T I11_t Tape Piece 3` 0VV2 Semntl Tape Piece ZIP System" Roof & Wall Sheathing Installation Manual K ZIP System" Tape Installation - Roof Panel Seams (continued) Step 3. If 6" ZIP System tape is not available, use two continuous pieces of 3,75" ZIP System panel seam tape over the entire length of The valley seam, overlapping the pieces on the valley seam by at least 1". Starting from the bottom, install the first piece of tape overlapping the valley seam by at least 1 ". Use the tape gun or tape roller to apply pressure to the tape to ensure proper contact with the panel and to eliminate any wrinkles that might have occurred in the tape. Apply the second piece of tape, overlapping the first piece in the valley seam by V. Repeat use of the tape gun or roller to make sure the tape is adequately adhered and tightly pressed into the valley seam. Note: It is important to pay extra attention to valley taping as water is directed toward the valleys during rain events. Self -adhering ice and water barriers may be required by code. ZIP System tape is not considered a replacement for self -adhering ice and water barriers. Therefore, when self -adhering ice and water barriers are required, they should be installed in addition to ZIP System tape. Step 4. To provide temporary weather protection to roof/wall intersections of dormers or other wood -sheathed projections, apply 2" of the tape width up the vertical projection from where it intersects with the roof. The remaining tape width can be adhered to the ZIP System roof sheathing panels. Use the tape gun or tape roller to apply pressure to the tape and smooth out any wrinkles. Step 5. Install ZIP System tape over hips and ridges by centering the tape over the peak seam. Apply tape in sufficient length to completely extend the length of the hip or ridge. Starting from the lowest point of the hip and working up, press tape into place keeping tape centered over the hip. Apply moderate pressure onto the surface of the tape to ensure a secure bond between the panel and the tape. Cut ridge tape as required for ventilation prior to installing ridge vent. Step 6. Tape over toe board nail holes once the toe boards are removed, working from the highest toe boards to the lowest. Rrst piece of tape l' ovedap Second piece of tape 05 Roof Covering Installation Instructions ZIP System Roof & Wall sheathing is a code recognized sheathing and underlayment and is approved for use with the following roof coverings: Asphalt -fiberglass Shingles Metal Roofs (shingles and panels) Clay Tile Concrete Tile Slate and Slate -type Shingles Wood Shingles Wood Shakes When installing roof coverings, follow applicable codes and manufacturer's suggested instructions. Some roof coverings require a slip -sheet in addition to conventional underlayment. Where slip -sheets are required, they should be installed over ZIP System sheathing panels. Note. Visit zipsystem.com for updates and installation details. Asphalt -fiberglass Shingles Apply asphalt shingles directly to ZIP System sheathing. For roofs with a slope of 2/12 or greater but less than 4/12, additional underlayment may be required. Install asphalt -fiberglass shingles according to applicable codes and manufacturer's installation instructions. Metal Roof Coverings Metal roof coverings may be applied to ZIP System sheathing provided that the roof covering manufacturer's installation instructions and applicable codes are followed. Fasteners used to secure the ZIP System Roof & Wall sheathing panels to supporting framing must be compatible with the specific metal roof covering used. Galvanized fasteners shall be used with galvanized roof coverings, aluminum -zinc coated fasteners shall be used with aluminum -zinc coated roof coverings and 300 series stainless steel fasteners shall be used with copper roofs. Stainless steel fasteners are acceptable with all metal roof types. In addition, metal roof flashing shall also be made of a material compatible with the specific metal roof covering used. Apply metal shingles on roofs with slopes of 3/12 or greater. Clay and Concrete Tile Roof Coverings ZIP System Roof & Wall sheathing is intended to replace the first layer in a two -layer or multi -layer underlayment system. When installing clay or concrete the roof coverings, follow the installation recommendations of FRSA/TRI 07320. Install the roofs according to applicable codes and manufacturer's installation instructions. Slate and Slate -type Shingles Apply slate and slate -type shingles on roofs with slopes of 4/12 or greater. Install slate and slate -type shingles according to applicable codes and manufacturer's installation instructions. Wood Shingles ZIP System Roof & Wall sheathing is intended to replace the first layer of underlayment required by the IBC and/or the IRC. Additional layers of underlayment may be required by'code depending on the local climate. Apply wood shingles on roofs with slopes of.3/12 or greater. Install wood shingles according to applicable codes and manufacturer's installation instructions. Wood Shakes ZIP System Roof & Wall sheathing is intended to replace the first layer of underlayment required by the IBC and/or the IRC. Additional layers of underlayment may be required by code depending on the local climate. ZIP System roof sheathing is not to be construed as a replacement for interlayment. Apply wood shakes on roofs with slopes of 4/12 or greater. Install wood shakes according to applicable codes and manufacturer's installation instructions. ZIP System"', Roof & Wall Sheathing Installation Manual Ka ZIP System® Sheathing Installation on Walls Overview: ZIP System Roof & Wall sheathing is composed of ZIP System panels and ZIP System seam sealing tape. ZIP System- Roof & Wall Sheathing panels should be fully installed before the seam sealing tape is applied. The following installation steps are presented as a general outline of the installation process. These are manufacturer installation recommendations —please visit zipsystem.com for a library of flashing and installation details. You are fully and solely responsible for all safety requirements. Good construction and safety practices should be followed at all times. Step 1. Install ZIP System Roof & Wall sheathing panels positioned with the water -resistive barrier facing outside. The panels may be installed with the long side of the panel oriented either horizontally or vertically to the framing members. Walls that are designed to resist lateral shear forces and sheathed with wood structural panels typically require solid framing or blocking behind all panel edges. If oriented horizontally, block horizontal joints if wall is designed for bracing or as a shear wall. 1/8' spacing between square edges of all adjacent panels is recommended in accordance with industry standards for wood sheathing installation. 8' Panel Edges Panel Edges 4' Panel Edges The unique edge profile is designed to accommodate incremental panel expansion and does not require manual gapping along the 8' edges.' Step 2. Fasten the panels to the framing members with code approved fasteners. Space fasteners 6' o.c. along supported edges and 12' o.c. at intermediate supports, unless otherwise specified by local code or the designer of record. It is the responsibility of the general contractor to verify proper fastener type and spacing prior to installation. Apply the fasteners 3/8" from the ends and corners. An ideal installation would be where fastener heads are flush with the panel surface. However, due to variations in materials and limitations on equipment, this may be difficult to achieve in some situations. It is not required to tape over overdriven fasteners unless the fastener head creates a hole through the entire panel thickness. Please see the technical tip "Overdriven Fasteners in Zip System Roof and Wall Sheathing," on zipsystem.com for more information. 1/8, Maintain 1/8' space where panel edges meet 4' panel edges. Unique edge profile does not provide the full 1/8' recommended space in this situation.' Maintain 1/8' space where 4' edges meet. Unique edge profile is on 8' edges only.' 07 ZIP System'" Tape Installation - Wall Panel Seams Apply ZIP System tape after all ZIP System Roof & Wall sheathing panels are fully fastened to wall -framing members. Only ZIP System tape should be used to seal the seams of ZIP System panels. Ensure that the panel surface is dry and free of sawdust and dirt prior to taping. ZIP System tape is a contact tape that requires pressure for an adequate seal. Step 1. Tape all seams using ZIP System tape. Ensure that the tape Is centered over the seam within +/- 1/2" to provide adequate coverage and that wrinkles In tape are minimal. Use the ZIP System tape gun or roller to apply pressure to the tape and smooth out any wrinkles. Step 2. Wherever tape splices occur at a horizontal or vertical seam, create an overlapping splice of at least 3'. At Tyoints, the tape pieces should overlap by at least 1'. Apply moderate pressure onto the surface of the tape to ensure a secure bond between the panel and the tape. Use the ZIP System tape gun or roller to apply pressure to the tape and smooth out any wrinkles. Take special care to remove any voids and/or trapped air at splice areas and T-joints. Step 3. Tape inside and outside comer seams. Inside comer seam Outside comer seam Note: Tape over any areas of the panel or tape that are damaged during construction. ZIP System' Roof & Wall Sheathing Installation Manual OV ZIPS stem -Window Installation DISCLAIMER: The following steps represent a general overview for the proper installation of window flashing. Please defer to/consultYtheinstallationinstructionsofyourwindowmanufactureraswellascoderequirementsinyourjurisdictionforfullinstallationdetails. Flanged Windows 1. Fasten the ZIP System sheathing to the wood frame and install ZIP System tape to all wall panel seams, as detailed in sections 02 and 03. 4 2. ZIP System tape may be used as pan flashing if Installed in accordance with flanged window installation details posted on zlpsystem.com. Other adhesive -based flashing tapes (must meet ICC-ES Acceptance Critena for Flashing Materials AC148)) may be used as pan flashing if Installed per ASTM 2112-07. Apply the flashing to cover the bottom of the opening, overhanging onto the M; sheathing by at least 2" and extending a minimum of 6' up each Iamb. 3. Apply sealant around inside face of mounting flange. Sealant must be gapped at the sill to permit drainage. Install and level window per manufacturer's installation instructions. Verify sealant compatibility with window manufacturer. When using ZIP System tape as pan flashing, butyl, 100% silicone or polyurethane sealants are acceptable. Do not use latex or other water - based sealants. 4. Cut two pieces of ZIP System tape or another adhesive -backed flashing tape (must meet [CC - ES Acceptance Criteria for Flashing Materials AC148)) and apply to each of the window jamb flanges, ensuring the jamb flashings overlap the sill flashing. Once the tape is in place, use the tape gun or roller to seal the flashing to the sheathing. 5. Cut a length of ZIP System tape or another adhesive -backed flashing tape (must meet ICC- ES Acceptance Criteria for Flashing Materials AC148)) and apply to the header, ensunng that the flashing overlaps the jamb flashings.' Once the tape is In place, use the tape gun or roller to seal the flashing to the sheathing. ti DO NOT tape bottom flange 6. From the intenor, apply low-pressure polyurethane foam (for windows) between the rough opening and the window frame. (Caulk sealant compatible with the sill flashing may be used at the sill if the opening between the sill flashing and window is too narrow to allow the use of low-pressure polyurethane foam.) When using ZIP System tape, butyl, 100% silicone or polyurethane sealants are acceptable. Do not use latex sealants with ZIP System tape. If using another flashing tape, follow the flashing manufacturer's recommendation in selecting a sealant compatible with that flashing. Brick Mould Windows 1. Fasten the ZIP System sheathing to the wood frame and install ZIP System tape to all wall panel seams, as detailed in sections 02 and 03. r. 2. If recommended by the window manufacturer, cut a strip of wood to function as a back dam at the rv^ sill. The wood strip should have a length equal to the width of the rough opening and a height and width of at least 1 /2'. Position the block at the inside edge of the window frame. A 0 ZIP System -Window Installation DISCLAIMER: The following steps represent a general overview for the proper installation of vnndow flashing Please defer to/consult the nstallation instructions of your window manufacturer as well as code requirements in your jurisdiction for full installation details. Brick Mould Windows (continued) 3. ZIP System tape may be used as pan flashing if installed in accordance with brick mould window Installation details posted on zipsystem.com. Other adhesive -based flashing tapes (must meet ICC-ES Acceptance Criteria for Flashing Materials AC148)) may be used as pan flashing if installed per ASTM 2112-07. Apply the flashing to cover the bottom of the opening, overhanging onto the sheathing by at least 2" and extending a minimum of 6" up each Iamb. 4. For vertical jambs, cut ZIP System tape or another adhesive -backed flashing tape (must meet ICC- ES Acceptance Criteria for Flashing Materials AC148)) and apply to each of the window jambs. Ensure that they cover the entire inside of the rough opening as well as overlap onto the sheathing by at least 2". Flashing shall also extend above the rough opening, such that It will project 1" beyond the exterior trim of the window. Once the tape is In place, use the tape gun or roller to seal the flashing to the sheathing. 5. Apply sealant to jambs and header allowing for drainage at'the sill in accordance with window manufacturer's installation instructions. When using ZIP System tape; use a butyl, polyurethane or 100% silicone sealant. Do not use latex or other water -based sealants with ZIP System tape. When using another flashing tape, follow the flashing manufac-turer's recommendations In selecting a sealant compatible with that flashing. 6. Install and level window per manufacturer's installation instructions. 7. Cut a piece of rigid head flashing so that when Installed, It is flush with the edges of the exterior moulding of the window. Apply a bead of sealant to the back and bottom surface of the rigid head flashing. Use sealant recommended by the flashing manufacturer. 8. Secure the rigid head flashing to ZIP System wall sheathing. 9. Cut a length of ZIP System tape or another adhesive -backed flashing tape (must meet ICC-ES Acceptance Cnteria for Flashing Materials (AC148)) and apply to the rigid head flashing, ensuring that the adhesive -backed flashing overlaps the jamb (lashings. Once the tape is in place, use the tape gun or roller to seal the flashing to the sheathing. 10. From the interior, apply low-pressure polyurethane foam (for windows) between the rough opening and the window frame. (Caulk sealant compatible with the sill flashing may be used at the sill if the opening between the sill flashing and window is too narrow to allow the use of low-pressure polyurethane foam.) When using ZIP System tape, butyl, 100% silicone or polyurethane sealants are acceptable. Do not use latex or other water -based sealants with ZIP 0 System tape. If using another flashing tape, follow the flashing manufacturer's recommendation in selecting a sealant compatible with that flashing. ZIP SystemO Roof & Wall Sheathing Installation Manual 10 ZIP System -Penetration Open i ngS DISCLAIMER: The follovang steps represent a general overview for the proper Installation of penetration flashing. Please defer to/consuh your code requirements In your funsdict.on for fill installation details WKL ASSEMBLY----'/K 2P SYS I EMY W AU.— EATHNG w000 oR LT cA IaETu sDW IIL-NCH GAP C EADEDAT PANEL E WEG LLN'N,E ESSO SE PROVIDED BY AUCHIFIEINCD PROFILCD EDGES 21P SYSTE— TAPE INSTALLED OVER ALL JOINTS IN ZIP SYSTEM. WALL SHEA INGI O ERLAP THE A IBNAI-OF JNCH AT ALL T—ITS INS. ALL ZIP SYSTEM£• TAPE AT A.L / IIT. ERIOR CORNERS 1AS' E1.1 SYSTEM. WALL SHEATHNG M REOUREO BY DESIGNER- 0 AECDRD OR LW A - WALL ASSEMBLY ZIP SYSTEMS WALL SHEATHING WOOD OR LT. GA_ METAL STUDS 131NCH GAP RECOMMENDED AT PANEL EDGES UNLESS OTHERWISE PROVIDED BY MACHINED PROFILED EDGES — INSTALL ZIP SYSTEMi TAPE OR ADHESIVE BACKED FLASHING (MUST MEET AC.48) IN SEQUENCE FROM BOTTOM, SIDES, THEN TOP TO ENSURE SHINGLE LAP OF ADHESIVE BACKED FLASHING ZIP SYSTEM& TAPE (INSTALLED OVER ALL JOINTS IN ZIP SYSTEMLA WALL SHEATHING) OVERLAP TAPE A MINIMUM OF 1- INCH A- ALL TJOINTS — USE FLANGED ELECTRICAL BOXES OR MEMBRANE FLASHING TO PROVIDE FLANGES FOR ELECTRICAL BOXES LL SE-MELY ZIF SYSTEM. WA1 SHEATM woW OR LT GA METAL STUDS AT PHGMREGOINAENWDELEWESUNLESSoTHERY. tSE PROVIDEDlY MACWI' ED'RO . EDGES — SYSTEMG TAPE QNSTALLED DOER ALLJ nS N 2W SYSTEM w SHEATHING. D& ftN-APE A YVBAMOF IH HATALL7Jd .S NSTALL ZIP SYSTEM. TAPE AT All E% ERIOR CORNERS FASTEN 2P SYSTTAW WNL SHEATNNG AS REOUIRED BY DES WR-0AECOHD OR LCti^AL BULONG CODE WALL ASSEMBLY ZIP SYSTEW, WALL SHEATHING WOOD OR LT GA METAL STUDS 1/ 5-INCH GAP RECOMMENDED AT PANEL EDGES UNLESS OTHERWISE PROVIDED BY MACHINED PROFILED EDGES — INSTALL ZIP SYSTEMO TAPE OR ADHESIVE BACKED FLASHING (MUST MEET AC148) IN SEQUENCE FROM BOTTOM, SIDES THEN TOP TO ENSURE SHINGLE LAP OF ADHESIVE BACKED FLASHING ZIP SYSTEMN TAPE (INSTALLED OVER ALL JOINTS IN ZIP SYSTEM2 WALL SHEATHING) OVERLAP TAPE A MINIMUM OF 1- INCH AT ALL TJOINTS — USE FLANGED VENT HOODS i 11 ZIP System Sheathing Installation Details on Walls — visit zipsystem.com for more details. WALL ASSEMBLY VINYLANOODlFIBER CEMENT SIDING INSTALLED IN ACCORDANCE WITH CLADDING MANUFACTURER'S INSTALLATION RECOMMENDATIONS) ZIP SYSTEM6 WALL SHEATHING WOOD OR LT GA. METAL STUDS TOP EDGE OF FLASHING TAPED TO WALL SHEATHING WITH ZIP SYSTEMEi TAPE OR ADHESIVE BACKED FLASHING. (MUST MEET AC148) - CODE APPROVED FLASHING FOUNDATION WALL ASSEMBLY VINIAVOOD/FIBER CEMENT SONG INSTALLED IN ACCORDANCE WITH CLADDING MANUFACTURER'S INSTALLATION RECOMMENDATIONS) ZIP SYSTEMA WALL SHEATHING I WOOU OR Li GA ME IAL STUDS• I 1/84ACH GAP RFCOMMFNDED AT PANEL EDGES UNLESS OTHERWISE PROVIDED BY MACHINED PROFILED EDGES — ZIP SYSTEMD TAPE (INSTALLED OVER ALL JOINTS IN ZIP SYSTEMO WALL SHEATHING) OVERLAP TA E A MINIMUM OF 14NCH AT ALL TJDNTS 1/ NCH GA RECOMMENDED AT PANEL EDGES UNLESS OTHERWISE PROVIDED BY MACHINED PROFILED EDGES — FASTEN ZIP SYSTEM® WALL SHEATHING AS REQUIRED BY DESIGNER -OF -RECORD OR LOCAL WALL ASSEMBLY BRICK VENEER AIR SPACE (AS PRESCRIBED BY LOCAL BUILDING CODE) ZIP SYSTEMO WALL SHEATHING WOOD OR LT. GA. METAL STUDS TOP EDGE OF FLASHING TAPED WITH ZIP SYSTEMS TAPE OR ADHESIVE BACKED FLASHING. MUST MEET AC148) CODE APPROVED BASE FLASHING WEEP HOLES (AS PRESCRIBED BY LOCAL BUILDING CODE) - WALL ASSEMBLY BRICK VENEER AIR SPACE (AS PRESCRIBED BY LOCAL BUILDING CODE) ZIP SYSTEMe WALL SHEATHING WOOD OR LT. GA METAL STUDS 119.INCH GAP RECOMMENDED AT PANEL EDGES UNLESS OTHERWISE PROVIDED BY MACHINED PROFILED EDGES 21P SYSTEMO TAPE (INSTALLED 1 OVER ALL JOINTS IN ZIP SYSTEMA WALL SHEATHING). I 1 \ OVERLAP TAPE MINIMUM OF 1-INCH AT ALL T-JOINTS 1/&INCH GA RECOMMENDED AT PANEL EDGES UNLESS OTHERWISE PROVIDED BY MACHINED PROFILED EDGES FASTEN ZIP SYSTEMX WALL SHEATHING AS REQUIRED BY DESIGNER -OF -RECORD OR LOCAL BUILDING CODE Note: For optimal air leakage reduction, all untaped edges of the panels can be caulked, gasketed or sealed with a weather stripping material. ZIP System6 Roof & Wall Sheathing Installation Manual 12 ZIP System Sheathing Installation Details on Walls (continued) WALL ASSEMBLY BRICK VENEER AIR SPACE (AS PRESCRIBED BY LOCAL BUILDING CODE) ZIP SYSTEM® WALL SHEATHING WOOD OR LT. GA. METAL STUDS TOP EDGE OF FLASHING TAPED WITH ZIP SYSTEM® TAPE OR ADHESIVE BACKED FLASHING. MUST MEET AC148) CODE APPROVED FLASHING WEEPS (AS PRESCRIBED BY LOCAL BUILDING CODE) — STEEL LINTEL INSTALL WINDOW IN ACCORDANCE WITH DETAILS 24A-24D OR 25A-25D WALL BEYOND WALL ASSEMBLY CODE APPROVED CLADDING _ INSTALLED IN ACCORDANCE WITH CLADDING MANUFACTURER'S INSTALLATION RECOMMENDATIONS) EXTERIOR RIGID INSULATION DRAINAGE PLANE (MIN. Ya") ZIP SYSTEM® WALL SHEATHING WOOD OR LT. GA. METAL STUDS — TOP EDGE OF FLASHING TAPED TO WALL SHEATHING WITH ZIP SYSTEM® TAPE OR ADHESIVE BACKED FLASHING. (MUST MEET AC148) CODE APPROVED FLASHING FOUNDATION WALL BEYOND BACKDAM PER WINDOW MANUFACTURER'S INSTALLATION RECOMMENDATIONS INSTALL CODE -RECOGNIZED SILUPAN FLASHING IN ROUGH OPENING PRIOR TO WINDOW INSTALLATION. TOP EDGE OF FLASHING TAPED WITH ZIP SYSTEM® TAPE OR ADHESIVE BACKED FLASHING. MUST MEET AC148) WEEPS (AS PRESCRIBED BY \ LOCAL BUILDING CODE) CODE APPROVED FLASHING WALL ASSEMBLY BRICK VENEER AIR SPACE (AS PRESCRIBED BY LOCAL BUILDING CODE) ZIP SYSTEM® WALL SHEATHING WOOD OR LT. GA. METAL STUDS Note: For optimal air leakage reduction, all untaped edges of the panels can be caulked, gasketed or sealed with a weather stripping material. INO , 0 6AS E<n aga Florida Building Code Online Page 1 of 3 1 AM 6 F i .lam' - + [ ! 3 sines 1,, 13M im, j Log In user Reg strabon ; Hot Top16 : Submk Surcharge Stats h Facts Product ApprovalWU--;ZR: Publouons Fsc Staff i Bas ske Map urtia 1 search ' D Profess I Pibk uW Replabon PfOEUtt ADDr9Val Menu > ProtluQ or Moliotion Search oollobon List > Appllation Dail FL # FL7006-R9 Application Type Revision Code Version 2014 Application Status Validated Comments Archived Product Manufacturer IKO Industries, Ltd Address/Phone/Email 40 Hansen Road South Brampton, NON -US L6W 31-14 708) 496-2800 Ext200 rmetzOOI@tampabay.rr.com Authorized Signature Robert Metz rmetz0010tampabay. rr.com Technical Representative Bob Metz Address/Phone/Email REMCO of Pinellas 456 Avila Circle NE Saint Petersburg, FL 33703 727) 776-5261 rmetzOOI@tampabay.rr.com Quality Assurance Representative Don Shaw Address/Phone/Email IKO Industries LTD 120 Hay Rd. Wilmington, DE 19808 717) 579-6706 don.shaw@iko.com Category Roofing Subcategory Asphalt Shingles Compliance Method Certification Mark or Listing Certification Agency FM Approvals - CER Validated By Locke Bowden Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year ASTM D3161 modified to 110 mph 2009 ASTM D3462 2009 ASTM D7158 Class H 2O08 ASTM E108 2007 Equivalence of Product Standards Certified By https://www.floridabuilding.org/car/pr_app_dtl.aspx?param=wGEVXQwtDgse7mYBd2b3K... 7/2/2015 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option A Date Submitted 06/28/2015 Date Validated 06/30/2015 Summary of Products FL V Modei, Number or Name Description 7006.1 Cambridge, Cambridge HD and CRC Laminated architectural fiberglass asphalt shingle Blltmore AR manufactured at IKO's Kankakee, IL; Hawkesbury, Ont.; Wilmington, DE; Sylacauga,AL and Toronto, Ont. plants Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL7006 R9 C CAC FM Letter - ASTM d3161 letter - 4-15- 2015 .DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Design Pressure: N/A FL7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 6 15.odf Other: FL7006 R9 C CAC FM Letter - ASTM E 108 letter - 5 3 15 .Ddf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R9 11 IKO-133-02-01 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 Hlp and Ridge 12 Cap fiberglass This is a 12" x 12" fiberglass asphalt shingle used to cover shingles the hip and/or ridge of an asphalt shingle roof system manufactured in Toronto, Ont. and Brampton, Ontario Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes F -7006 R9 C CAC FM Letter - ASTM 0161 letter - 4-15- 2015 .DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL7006 R9 C CAC FM Letter - &5TM d3462 letter - 5 6 Design Pressure: N/A 15.odf Other: FL7006 R9 C CAC FM Letter - ASTM E 108 letter - 5 3 15 .odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R9 II Hip and Ridge Cap Shingle Installation I nstru ctions. Ddf FL7006 R9 II IKO-133-02-01 Letter - Installation Instructions for FBC FL7006.Ddf Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 7006.3 Leading Edge Plus Asphalt Shingle One piece fiberglass asphalt shingle used as a starter strip at Strip the bottom of a roof system manufactured in Brampton andStarter Hawkesbury, Ontario plants - Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL7006 R9 C CAC FM Letter - ASTM d3161 letter - 4-15- 2015 ,odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 6 15.1)dfDesignPressure: N/A Other. FL7006 R9 C CAC FM Letter - ASTM E 108 letter - 5 3 15 .odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R9 II 1KO-133-02-01 Letter - Installation Instructions for FBC FL7006.odf FL7006 R9 H Roof! ng- Products- Lead ing-Edge-Plus- Aoplication-ENf ll.0 Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 7006.4 Marathon 25 AR, CRC Superglass 3 tab fiberglass asphalt shingle manufactured at IKO's M25AR Brampton, Ontario, Hawkesbury Ont., Toronto, Ont.; Sylacauga, AL and Kanakakee, IL plants Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL7006 R9 C CAC FM Letter - ASTM d3161 letter =4.15_ Approved for use outside HVHZ: Yes 2015 .DdF Impact Resistant: N/A FL7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 6 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?paraln=wGEVXQwtDgse7mYBd2b3 K... 7/2/2015 Florida Building Code Online Page 3 of 3 Design Pressure: N/A Other: 15.odf FL7006 R9 C CAC FM Letter - ASTM F 108 letter - 5 3 15 odf Quality Assurance Contract Expiration Date 12/20/2020 Installation Instructions FL7006 R9 li IKO-133-02-01 Letter - Installation Instructions for FBC FL7006.0f Verified By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: back Fi© Contact Us :: 1940 North Monroe Street. 7allahrsze FL 32399 Phone: B50-4L7-S D24 The State of Florida is an AA/EEO employer. Copvrloht 2007-201-1 State or Florida..: Privacy Statement :: AcrssAbilRv Statement :: Refund shtemm[ Under Florida law, email addresses are pubic records. If you do not want your e-mail address released In resWme to a pudic -records request, do not send dectronk mat to this entity. Instead, contact the office by phone or by traditional mail. If you have any Ouestbns, 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 emall address If they have one The errarls prwded may be used for olrcUl communicoton 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 wNch can be made available to the public.. To determine If you are a licensee under Chapter 455, FS., please dick hIM. Product ApprovM Accepts: Credi CarylglcaFE https://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgse7mYBd2b3K... 7/2/2015 aWpprovalsr FM Approvals hfm;a J arAf FK GIMW G-nW 1151 Boston -Providence Turnpike P.O. Box 9102 Norwood, MA 02062 USA T: 781 762 4300 F: 781 762 9375 www.finapprovals.com May 3, 2015 Mr. Donald Shaw IKO Industries, Ltd. 40 Hansen Road South Brampton, Ontario L6W 31-14 Canada Customer ID: 1000000686 Subject: IKO Industries Ltd.'s FM Approved asphalt roof shingles Dear Mr. Shaw, This letter is being written following in regards to your recent inquire regarding verification of the ASTM D3161 testing of TKO Industries Ltd's asphalt roof shingles. IKO's shingles that are FM Approved have been tested in accordance with ASTM D3161 (reports 3040947 and 3038510). FM Approvedproducts: i1 Uliidustri_ esLtil Crowne Slate, Cambridge, Hip & Ridge 12, Marathon 25 AR, Marathon Ultra AR, Cambridge TR, Leading Edge Plus, Cambridge HD, Marathon 25, FR & Ridge Plus, Dynasty with ArmourZone CanrootC_orpor_ a_fonzln;;-_ Biltmore, Hip &Ridge 12 (CRC), Superglass 25 M AR, Superglass Ultra AR, CRC I &Ridge Plus Please be advised that shingles noted above tested to previous versions of ASTM D3161 continue to meet the test criteria of the current version of ASTM D3161. If you have any questions please do not hesitate to contact me. Very truly yours, a, David L. Alves Senior Engineer - Materials Group FM Approvals 1151 Boston -Providence Turnpike Norwood, MA 02062 T: 781 255 4856 E: david.alves a,finapprovals.com Phillip 7. Smith Principal Engineer - AVP FM Approvals Cesar FM A provals FM Approvals 1151 Boston -Providence Turnpike P.O. Box 9102 Norwood, MA 02062 USA T: 781 762 4300 F: 781 762 9375 www.fmapprovals.com May 6, 2015 Mr. Donald Shaw IKO Industries, Ltd. 40 Hansen Road South Brampton, Ontario L6W 3H4 Canada Customer ID: 1000000686 Subject: IKO Industries Ltd.'s glass reinforced asphalt roof shingles Dear Mr. Shaw, This letter is being written following in regards to your recent inquire regarding verification of the ASTM D3462 monitoring IKO Industries Ltd's glass reinforced asphalt roof shingles. IKO's shingles that are FM Approved and/or Specification Tested Listed are monitored by FM Approvals for compliance with ASTM D3462. They continue to meet this standard. If you have any questions please do not hesitate to contact me. Very truly yours, r .//&JL David L. Alves Senior Engineer - Materials Group FM Approvals 1151 Boston -Providence Turnpike Norwood, MA 02062 T: 781 255 4856 E: david.alves a,fmal2provals.com C E <1> OW-. Phillip J. Smith Principal Engineer - AVP FM Approvals a ltovm _ aFhporovalsw FM Approvals , vc nkf e, ew FM Gr 6W C33m 1151 Boston -Providence Turnpike P.O. Box 9102 Norwood, MA 02062 USA T: 781762 4300 F: 781 762 9375 www.fmapprovals.com April 15, 2015 Mr. Donald Shaw IKO Industries, Ltd. 40 Hansen Road South Brampton, Ontario L6W 3H4 Canada Customer ID: 1000000686 Subject: IKO Industries Ltd.'s FM Approved and Specification Tested asphalt roof shingles Dear Mr. Shaw, This letter is being written following in regards to your recent inquire regarding verification of the ASTM E108 testing of IKO Industries Ltd's asphalt roof shingles. IKO's glass and organic shingles that are FM Approved and Specification Tested have been tested in accordance with ASTM E108. I have arranged the shingles by category. FM Approvedproducts: 110-Ind_asties I td. _' = -. Cambridge, Cambridge HD, Marathon 25, Marathon 25 Alt, Marathon Ultra AR, Superglass Ultra AR, Crowne Slate, (IKO) Hip & Ridge 12, Hip & Ridge Plus, Dynasty with ArmourZone, Cambridge IR, Leading OEM— Ed a Plus unroofoCrporation RF Biltmore, Biltmore AR, Superglass 25 M AR, Superglass Ultra AR, Ina CRC) Hip & Ridge 12, CRC Hip & Ridge Plus Specification Tested products: 7_RU>7_n ustries=JG_rt_-=_-_` Cambridge AR Dual Black, Royal Estate, Marathon 20, Armour Starter, Armourshake, Roofshake HW CnroofCo ' `'ratic riTnc:'` Biltmore AR Dual Black, Superglass 20 Biltmore AR Please be advised that shingles noted above tested to previous versions of ASTM E108 continue to meet the test criteria of the current version of ASTM E108. If you have any questions please do not hesitate to contact me. Very truly yours, 2-, - David L. Alves Senior Engineer - Materials Group FM Approvals x C E FM A"09 Phillip J. Smith TTM - AVP FM Approvals C FM z aP rov® _ aMoprovair fd.Pff 1151 Boston -Providence Turnpike Norwood, MA 02062 T: 781 255 4856 E: david.alves(aftaoorovals.com ram.° CONSTRUCTION MATERIALS TECHNOLOGIES March 30, 2015 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 2014 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 ' i Signed: 11' Brad Grcybo skl Duc T. u en Managing Director Florida Regmxure Processional Engineer P.E. Number. 65034 Date: April 30, 2015 Date: April 30, 2015 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-133-02-01 PRI Cmmiuclion Mabdals Tedridogies, U.C. 6412 Badger Drive Tampa, FL 33610 Tet 813621-SM Fax: 813621-5640 ecolL MenalslesGng@Mc nl com WebSile: httpJA ww.priadwm 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 2014 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 undedayment 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 (60°) or more, use 6 nails per shingle placed as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each shingle at time of application with three 1" diameter (approx. size and thickness of a quarter) spots of asphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-5/8'. STEEP SLOPES 1 V 1-1Q sewf c STRIP . . — — -- eve• ! rz. 1 1 I . 1. NAILS NAILS DO NOT NAIL INTO OR ABOVE THE SEALING STRIP PRI Conshdion llaierials Techndogies, LLC. 6412 Badger Drive Tampa, FL 33610 Tel: B13-621. M Fez: B13-621-5840 e-mail: materlalstestug@prianLcom WetSile: htIpJA% w.p1c nLcom 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 2014 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 undedayments in accordance with the qualified application instructions: For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the deck along eaves in accordance with building code requirements. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed in the nail line 7-3/8' below the top edge, approx. 1" and 13" in from each end. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES: For steep slopes of 21" per foot (60°) or more, use 6 nails per shingle placed as shown below. Ensure that no nail is within 2" of a jointicutout 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'. 4 r NAILLINE east-- d NAILS NAILING - STEEP SLOPES APPLICATION Use su nails as shown. r- " a CEMENT PROPER APPLICATION REQUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OFTHE SHINGLE PM Caratrucfon Malerials TecNwb*s, U.C. 6412 Badger Drive Tampa, FL 33510 Tel: B13-621.5M Fax: 613-621.5640 e-melt maWrI&teslm Loan WebSile: hW.1N ww.0=Lcom - 4 IKO Installation Instructions for Asphalt Shingles Page 4 of 5 IKO Hip and Ridge 12 Application Instructions ASTM D3161, Class F — IKO Hip and Ridge 12) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. Cut hip and ridge shingles into thirds, using the perforation marks as a cutting guide. These shingles are designed for a 5 1/8" (130 mm) exposure. (For a neater appearance, the top of each side of each piece has been factory trimmed on a 1" (25 mm) taper (see drawing). Bend each piece over the hip or ridge, and nail 5 5/8" (143 mm) above the butt edge 1" (25 mm) in from each edge, exposing each piece 5 1/8" (130 mm). Apply hip pieces starting at the lower end of the hip, working up toward the ridge. On hip roofs, apply ridge pieces starting at each end, meeting in the middle. On gable roofs, apply ridge pieces starting at the end opposite to the prevailing wind direction and continue to the other end. Note: To obtain a three-dimensional effect, (which is recommended, but not required), apply hip and ridge shingles double thickness by stacking 2 pieces on top of one another, the lower piece extending about 3/4" (19 mm) further than the top piece (see diagram). The final shingle should be set in cement, and the exposed nail heads of the final shingle should be covered with cement. Prior to application in cold weather, storing the shingles in a heated area will allow for easier bending. NOTE: SHINGLES MUST BE APPLIED PROPERLY. THEYARE DESIGNED FOR USE AS HIP AND RIDGE SHINGLES ONLY, AND SHOULD NOT BE USED FOR ANY OTHER APPLICATIONS. WE ASSUME NO RESPONSIBILITY FOR LEAKS OR DEFECTS RESULTING FROM POOR APPLICATION OR FAILURE TO PROPERLY PREPARE THE SURFACE TO BE ROOFED OVER, OR FAILURE TO PROVIDE PROPER VENTILATION IN ACCORDANCE WITH MINIMUM PROPERTY STANDARDS REQUIREMENTS. REVIEW ALL APPLICABLE BUILDING CODES, MINIMUM PROPERTY STANDARDS, AND REQUIREMENTS PRIOR TO APPLYING THESE SHINGLES USING THESE APPLICATION INSTRUCTIONS. rAPMmn PM Corrsl Ld= Materials TecMabgies, LLC. 6I12 Badger Drive Tampa, FL 33610 Tel: 813-621.5M Fax 813-621-5BIO e-mad: matenalsles5ng@pncmLcom WebSde: httpl/www.pricmicam IKO Installation Instruabons 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 comer 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 fastener; located 3" to 4" (75 mm to 100 mm) from the rake edge and 1" (25 mm) in from each end. 5. Repeat Steps 3 — 4 for the right lower comer of the roof deck. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" (9 mm) diameter heads, long enough to penetrate through plywood or 3/4" (20 mm) into boards. Use 4 nails per shingle placed 3" to 4" (75 mm to 100 mm) from the eave edge and approximately 1" and 13" (25 mm and 330 mm) in from each end. 6. Apply full-length IKO Leading Edge Plus shingles to the remaining eave edges of the roof deck. Install the shingles granule side up with the factory applied sealant adjacent to the eaves. The shingles should overhang the rake edge and eaves by a nominal 1/4" (6 mm) minimum. Fasten the shingles to the roof deck with nails located 3" to 4" (75 mm to 100 mm) from the eave edge, 4 nails per shingle. 7. Apply roof shingles as per the instructions printed on each product's package. Make certain the first course of field shingle lies flush with the edges of the fastened IKO Leading Edge Plus. In this way, the sealant on the IKO Leading Edge Plus shingles will adhere to the first -course field shingles and help keep them from lifting in high winds. PR Cmstru Lion Matedals TwhvNies, LLC. 6412 Badger Rive Tampa, FL 33610 Te!. M621-577 Fax:813-0-5B40 e-mail: malerialslesting@prianLcom WebSile. ht1pJlw Av.primtx= Florida Building Code Online Page 1 of 2 V SCIS Horne I Lop In j Uw Registration Hot Topics ; submit Surcharge Stits a Farts Publications FBC StaffuBOS Site Map WAS Snrdr Busnos V DProductApproval USER: PubicUsex Regulalon PRlduct Aooroval Menu > Product or Aopricaben Search > ApDbOtlon tJst > Application Deeall i, FL # FL2346- R5 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Warrior Roofing Manufacturing Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext115 Steven@WartiorRooflng.net Authorized Signature Steven Crew Steven @Warr! orRoofing. net Technical Representative Steven Crew Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 354D4 205) 553-1734 Ext1024 Steven@ W arriorRoortng. net Quality Assurance Representative Steven Crew Address/Phone/Email 3050 Wamor Road Tuscaloosa, AL 35404 205) 553-1734 Ext1024 Steven@WarriorRoofIng.net Category Roofing Subcategory Underlayments Compliance Method Test Report Testing Lab PRI Construction Materials Technologies, LLC Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 10/05/2019 Validated By Jesus Gonzalez, P.E. El Validation Checklist - Hardcopy Received Certificate of Independence FL2346 R5 COI PRI CMT Cert of Indeoendence.odf Referenced Standard and Year (of Standard) Standard Year ASTM D226 2006 ASTM D4869 2005 Equivalence of Product Standards Certified By 71I affirm that there are no changes In the new Florida Building Code which affect my product(s) and my product(s) are In compliance with the new Florida Building Code. https://www. floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtOc8bnSknRps... 7/2/2015 Florida Building Code Online Page 2 of 2 Documentation from approved Evaluation or Validation Entity :Yes ONo L ,N/A Product Approval Method Method 1 Option B Date Submitted 02/13/2015 Date Validated 02/13/2015 Date Pending FBC Approval Date Approved 02/19/2015 Crrrnrn ry of Dr vtrrrl FL Model, Number or Name Description 2346.1 15 and *30 roofing felt ASTM D 226 Tested Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL2346 R5 II Installatlonlnstructions.odf Approved for use outside HVHZ: Yes Verified By: PRI Construction Materials Technologies, LLC Impact Resistant: N/A Test Reports Design Pressure: N/A FM46 R5 TR 15A Test Reoort.odf Other. Primary roof covering should be Installed FL2346 R5 TR 30A Test Reoort.odF Immediately after felt. Roofing felt is not Intended to be an unprotected weathering surface. 2346.2 15w and 30w roofing felt ASTM D 4869 Tested Limits of Use Installation Instructions Approved for use in HVHZ: No FL2346 RS II Ins tallatlonlnstructlons.Ddf Approved for use outside HVHZ: Yes Verified By: PRI Construction Materials Technologies, LLC Impact Resistant: N/A Test Reports Design Pressure: N/A FL2346 R5 TR 15w Test Reoort.odf Other. Primary roof covering should be installed FL2346 R5 TR 30w Test Rgport.odf immediately after felt Roofing felt is not Intended to be an unprotected weathering surface. 8adk Next contact try :: 194D North Monroe Street, Tallahassee Fl. 32399 Phone: 550-487-1924 The State or Florida Is an AA/EEO employer. copyright 2007.2013 State of Florida... Privacy State rtxnt :: Accessibility Statement :: Refund StatemerY Under Florida law, emal addresses are public records. Ir you do not want your e-mall address released in response to a putik-records request, do not send electronic mall to this entity. Instead, contact the office by phone pr by traditional mail. If you have any puestlons, please contact 850.487.1395. -Pursuant to Section 155.275(l), Florida Statutes, effective October 1, 2012, licensees IKernsed under chapter 455, F.S. must provide the, Department with an emal address If they have one. The emads provided may be used for official communication with the hcemee. However emall addresses are pubrrc record. If you do not wish to supply a personal address, please provide the Department with an emal address which can be made available to the public. To determne if you are a Ircensee under Chapter 455, FS., please dick h2M. PmduQ Approval Aocepts: seettri -xn-reter .. https://www.floridabuilding. org/pr/pr_app_dtl.aspx?param--vGEVXQwtDgtOc8bnSknRps... 7/2/2015 CONSTRUCTION MATERIALS TECH NOLOGII ES CERTIFICATION OF INDEPENDENCE PRI Construction Materials Technologies LLC does not have, nor does it intend to acquire a financial interest in any company manufacturing or distributing products for which test reports are issued. PRI Construction Materials Technologies LLC, is not owned, operated or controlled by any company manufacturing or distributing products it tests. PRI Construction Materials Technologies LLC does not have, nor does it intend to acquire a financial interest in any company manufacturing or distributing products tested by this laboratory. PRI Construction Materials Technologies LLC does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Signed: 5E Donald C. ortfolio President Date: January 10, 2008 PRI Asphalt Technologies, Inc. 6408 Badger Dnve Tampa, FL 33610 Tel: 813-621-5777 Fax 813-621-5840 email dpatldio@pdashaltcom WebSite: www.priasphaltcom WARRIOR, ROOFING MANUFACTURING P. O_ BOX 40165 • TUSCALOOSA, AL EM • PHONE (205) 5534734 • FAX (205) 553.1755 193 LEROY ANDERSON ROAD • UONROE, GA 30655 • PHONE (770) 207-OM • FAX (770) 207-W5 a 323 DEVELOPMENT AVENUE • OHAMBERSBURG, PA 17201 • PHONE (717) 709-0323 • FAX (7M 709-=7 Roofing Felt Installation Recommendations Be aware that roofing felt should not be walked upon prior to fastening into position. Proper safety equipment is recommended for all installations. Also, the roof decking should be clear of debris and moisture prior to installation of the roofing felt. Roofing felt should be installed from the bottom of the roof in horizontal layers to increase the water shedding ability of the felt. The initial layer of felt should be installed to cover the bottom edge of the decking, from edge to edge. Overhang is not required. Anchor the top comer of the felt after it has been properly positioned and roll the felt out across the roof. Pay careful attention to roll the felt out smoothly, avoiding wrinkles as you move across the roof. The top edge of the felt should be fastened no less than every eight inches. The middle and bottom edge should also be fastened no less than every eight inches. Fasteners should be applied no less than every eight inches along the eaves. The next.course of felt should also be aligned with the roof edge and should overlap the previous course two inches (sometimes referred to as head lap). In the event you get to the end of a roll prior to getting to the opposite edge of the roof, begin a new roll with a four inch overlap over the end of the prior roll (sometimes referred to as end lap). The same fastening pattern used on the middle and bottom of the initial course should be used for each subsequent course. For the top of each subsequent course, fasten intermittently to hold the top edge in place until the next course is applied The fasteners in the bottom of the next course will hold the top of the previous course securely. Continue up the roof in this manner. Be sure to firmly fasten the top of the final course if it terminates at the top edge of the roof. Otherwise, overlap the felt over the ridge and secure then begin at the bottom of the other side of the ridge and repeat the process. In valleys, lay a vertical section of roofing felt the length of the valley prior to the installation of the horizontal runs of roofing felt. If you use more than one section of roofing felt in a valley, be certain to start at the bottom and overlap each subsequent length a minimum of two inches as you move up the valley tQ sureoi_ #a#er shedding. J In the event some wrinkles are created while fastening down a course of felt, slice the wrinkles and fasten them flat to the deck. Then seal the cuts with waterproofing cement. Installation of the primary roof covering (ex. Shingles) is recommended immediately after felt installation. NOTE: LOCAL BUILDING CODES MAY REQUIRE A DIFFERENT FASTENING PATTERN AND/OR SPECIFIC FASTENER TYPES THAN RECOMMENDED BY THESE INSTRUCTIONS. PLEASE CONTACT YOUR LOCAL BUILDING CODE ADMINISTRATOR FOR THE EXISTENCE OF REGIONALLY SPECIFIC FASTENING REQUIREMENTS. AccrrEDMI) CONSTRUCTION MATERIALS Ham TECHNOLOGIES 46C LABORATORY TEST RESULTS Report for: Warrior Roofing Manufacturing Attention: Steven Crew 3050 Warrior Road Tuscaloosa, AL 35405 Product ID(s): #15 Manufacturer: Warrior Roofing Manufacturing Tuscaloosa, Ai_) PRI-CMT Project No.: WRMI-007-02-02 Source: Warrior Roofing Manufacturing Date Received: Jul. 24, 2008 Date(s) Tested: Jul. 29, 2008 —Aug. 8, 2006 Purpose: Evaluate Warrior Roofing Manufacturing's (Tuscaloosa, AL) #15for compliance with ASTM D 226: Standard Specification for Asphalt -Saturated Organic Felt Used in Roofing and Waterproofing. Test Methods: Testing was completed as described in ASTM D 226-06, -05, and -97a: Standard Specification for Asphalt -Saturated Organic Felt Used in Roofing and Waterproofing. Test methods assigned or referenced include ASTM D 70: Standard Test Method for Density of Semi -Solid Bituminous Materials Pycnometer Method); ASTM D 146: Standard Test Methods for Sampling and Testing Bitumen -Saturated Felts and Woven Fabrics for Roofing and Waterproofing; and ASTM D 6136: Standard Test Method for Kerosine Number of Unsaturated (Dry) Felt by Vacuum Method. Sampling: The sample received from Warrior Manufacturing on July 24, 2008 was a full factory labeled roll of felt. WRMI-007-02-02 PRI-CMT Accreditations: IAS TL-189: Miami -Dade 11-0429.05: Florida TST5878: Los Angeles TA24819: CRRC The test results, opinions, or interpretations are based on the material supplied by the client- This report is for the exclusive use of stated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in full without the written approval of this laboratory. PRI Construction Materials Technologies LLC assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this matenal in connection with this report. PRI Comh xAm Maiedats Technob0ies LLC 6408 Badger Drive Tampa, FL WO Tel: 813-621-SM Fax: 81 M?1-5840 e-r ai: rrmtri*te,Fng@prcmt am WebSi'EhWhvwvv4ricrracam G Warrior Roofing Manufacturing ASTM D 226 for 15 Page 2 of 3 Results of Testing: Pr .. .. E{- T--T.-xSf:...a:wr•+-., Y.Y-:_:pz; .Vfr.<..rJY'r. '... _ .- .- ..-..._Y. -t:.''F'_ _`7-- -_. 1] -- •'t ta t ..Y1S4t0-'.t..a-_^.'-ir^ fri.nL=LW-I C ? -.... ^ S-;Y-":--. y_]f.'TSCC—••- 0 ice.-_.._ ';-:,._ =___ `„<.i=-•-_ Breaking Strength (lbf/ln-width) 20 specimens: 1 " x 6" x thickness; ASTM D 146 Cond. 2h @ 73.4±3.6°F & 50±5%RH; Test @ 73.4±3.6°F- Rate=2in/min Longitudinal (with fiber grain) 61 s:_l__. _r __ =•, dY _ny.rram. _'. Transverse (across fiber grain) 19 Pliability (Pass/Fail] 10 specimens; 1" x 8" x thickness; ASTM D 146 radius Y4" radius Cond. 10-15min in water @ 77±1.8°F, Test 90° around radius in 2s Longitudinal (with fiber grain) Pass 7<lo.`Failifr i lo FallGies Transverse (across fiber grain) Pass moo faili es = Naifiites Loss on Heating (weight %) 2 specimens; 12" x 6" x thickness; ASTM D 146 2 Test Cond. 221±5 F for 5h±3min CAL=_':'i-'•?..> r;,-Te.-i ici _-:^—_:•z a`_a %-= n'<__ -- - - a;i•3 F'-i, r.o-` Dfroenstons-a r ififlasses:i'--..- F•' ve_s3 '.: F rc'--= :t•- cKS:"-.`__?-.—i'-'. ::5;.:-'. ._; :•:_:=-.35'-ir.,- u-z_:-'s'v=s•.,n'.T_-L M z--_-F=:-."';S£F.:.,r- r-a:3^_ Width of Roll (in) ASTM D 146 36 36 Variation, /° 0.3 Area, min (ft) ASTM D 146 434 a ; Moisture at Point of Manufacture (%) ASTM D 146 NT As Received' 2.2`=':4yG Net Mass of Saturated Felt (lb/100ft2) ASTM D 146 14.1 Mass of Saturant (lb/100ft2) ASTM D 146 7.7 Percent Saturation (%) ASTM D 226 121 Saturation Efficiency (%) ASTM D 226 70_-r70 Mass of Desaturated Felt (lb/100fi2) ASTM D 146 6.4 w 2- y j = y 0 Ash (%) ASTM D 146 5.3 V-&05S'. Continued on Following Page WRMI-007-02-02 PRI-CMT Accreditations: IAS TL-189: Miami -Dade 11-0429 05: Florida TST5878: Los Anqeles TA24819: CRRC The test results, opinions, or interpretations are based on the material supplied by the crient This report rs for the exclusive use of stated client. No reproduction orfacsimlle in any form can be made without the clients permission. This report shall not be reproduced except in full without the written approval of this laboratory. PRI Construction Materials Technologies LLC assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report. PRI Constr c Materiels Technobgies LLC 6O Badger Drive Tanya, FL 33610 Tet 813-621-YR7 Fez: 813.621-5840 e-mad materialsteshng@ptrnLcorn WebSile: httPJAm%-.pricrq— 1 Warrior Roofing Manufacturing ASTM D 226 for 15 Page 3 of 3 NT- Not Tested; NA- Not Applicable Statement of Compliance: The product tested is compliant with ASTM D 226: Standard Specification for Asphalt -Saturated Organic Felt Used in Roofing and Wa eg W13 17r" Type I (No. 15). `•;A G, ...... E .••n!+ i Signed: Signed: Brad Grzyb i DueT. NyLyen Ntanaging Director Florida RegisteCPS. g49n eer P. E. Nu4, 650, 4 ' V F Date: ' Date: ( (c' S . 0 R T T I V1Y `AL r- Report Issue History: Issue # Date I Pages 1" Revision Description (if applicable) Original 07/24/2008 3 NA Revision1 11/09/2011 3 Revised to exclude reference to Florida Building Code 2007. Reissued. END OF REPORT WRMI- 007-02-02 PRI-CMT Accreditafions- IAS TL-189 Miami -Dade 11-0429.05; Florida TST5878; Los Angeles TA24819; CRRC The test results, opinions, or interpretations are based on the material supplied bythe client. This report is for the exclusive use of stated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in full without the written approval of this laboratory. PRI Construction Materials Technologies LLC assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material In connection with this report. pW C4wstrucbon L1alerfals TecMobgies LLC 6408 Badger Drive Tampa FL 33610 Tel: 813.621,TM Fax 813.621.5B10 anal: malerWskstii com WebSile: httpJ& w.pdcn1Lcom CONSTRUCTION MATERIALS TECHNOLOGIES LABORATORY TEST RESULTS Report for: Warrior Roofing Manufacturing 3050 Warrior Road Tuscaloosa, AL 35405 Attention: Steven Crew Product ID(s): #30 Manufacturer: Warrior Roofing Manufacturing Tuscaloosa, AL) PRI-CMT Project No.: WRMI-008-02-02 Source: Warrior Roofing Manufacturing Date Received:. Jul. 24, 2008 Date(s) Tested: Jul. 29, 2008 — Aug. 8, 2008 Purpose: Evaluate WarriorRoofrng Manufacturing's (Tuscaloosa, AL) #30forcompliance with ASTM D 226: Standard Specification for Asphalt -Saturated Organic Felt Used in Roofing and Waterproofing. Test Methods: Testing was completed as described in ASTM D 226-06, -05, and -97a: Standard Specification for Asphaft-Saturated Organic Felt Used in Roofing and Waterproofing. Test methods assigned or referenced include ASTM D 70: Standard Test Method for Density of Semi -Solid Bituminous Materials Pycnometer Method); ASTM D 146: Standard Test Methods for Sampling and Testing Bitumen -Saturated Felts and Woven Fabrics for Roofing and Waterproofing, and ASTM D 6136: Standard Test Method for Kerosine Number of Unsaturated (Dry) Felt by Vacuum Method. Sampling: The sample received from Warrior Manufacturing on July 24, 2008 was a full factory labeled roll of felt. WRMI-008-02-02 PRI-CMT Accreditations: IAS TL-189: Miami -Dade 11-0429.050 Florida TST5878; Los Angeles TA24819: CRRC The test results, opinions, or interpretations are based on the material supplied by the client This report is for the exclusive use of stated client No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in full wrthout the written approval of this laboratory. PRI Construction Materials Technologies LLC assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report. PRI Ca zhdw Materials TecfrmNies LLC 610E B4OW Drm Tampa FL 33610 Tel: 813.621-5M Fa) 813-621-5840 a-nd: malerii*testhV@priaN an WebSite: http:l/www.pricmtcam Warrior Roofing Manufacturing ASTM D 226 for 30 Page 2 of 3 Results of Testina: Property.. j7S11 li FP IIOII:x.s=,Ci,_ ..-'.t'Y.Y,:t:'cs: `._ .i twG;' -^•.--y_.^r'. sr?'i.:.._e._';=f-c c;T..:y. es.-a'ii=a ;.:.s?i•=.+_ -. .--e"u•+r-N _v__`. i aZ«= .:n __-_ :, iS.a-+,-Ftr a.. _,m=.'-:-.'-:-fzi-'T---"—__-:• s_.n_`_ Breaking Strength (lbffin-width) 20 specimens; 1" x 6° x thickness; Cond. 2h @ 73.4±3.6°F & 50±5%RH; ASTM D 146 Test 0 73.4±3.6°F; Rate=2in/min Longitudinal (with fiber grain) 66 u=: a3Q;_, Transverse (across fiber grain) 30 Pliability (PasslFail] 10 specimens; V x 8" x thickness; ASTM D 146 radius 3W radius Cond. 10-15min in water @ 77±1.8°F; Test 90' around radius in 2s Longitudinal (with fiber grain) Pass N`Fitu es,I+%t'aitures Transverse (across fiber grain) Pass u 'NCi Fait3{ems; Loss on Heating (weight %) 2 specimens; 12" x 6" x thickness; ASTM D 146 2 Test Cond. 221±5°F for 5h±3min t.t7."_•` - - - : rti:_.`..+!:-..rv^ . fir_.. Y_" -- '.r?'rc- ace=_: - .•9,_''i.-i .L "•=-ti__ ...?r-'=-n':c'--"-'_ irri sil nsanci`Ntasses E__ •._.. - r!=.-- tt-r :,w-:: ... 'T-mac`_- f n-_`r o 7 _---- s " - w ,.sr'r'r:-_.^_c s'"«' T •._. ._. r __:>. _al.,. = •-= r= -•. l'.',`v' ,z"k.. y = .= :• :'= T _ x%-:, yrY ?a- sue="' Width of Roll (in) ASTM D 146 364. 36YL 36_•__ Variation, % 0.3 Area, min (ft2) ASTM D 146 216 432yz=16"= Moisture at Point of Manufacture {%) ASTM D 146 NT As Received' 3.0 Net Mass of Saturated Felt (lb/100ft) ASTM D 146 27.3 Mass of Saturant (lb/100ft2) ASTM D 146 15.9 Percent Saturation (%) ASTM D 226 150 Saturation Efficiency (%) ASTM D 226 NA Mass of Desaturated Felt Ib/100ft2 ASTM D 146 10.65=ti-^==_ Ash (%) ASTM D 146 4.0 Continued on Following Page WRMI-008-02-02 PRI-CMT Accreditations: IAS TL-189• Miami -Dade 11-0429.05; Florida TST5878: Los Angeles TA24819; CRRC The test results, opinions, or interpretations are based on the matenal supplied by the client. This report is for the exclusive use of stated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in full without the written approval of this laboratory. PRI Construction Materials Technologies LLC assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report. ,- PRI Consnc t= Maienals Technologies LLC 6408 Badger Drive Tampa FL 33610 Td• 813-621-5M Fax: 813-621.5840 e-°dl malenalsieshngflpdmtmm WebSite: htlp:lArww.pr =Lmm • " Warrior Roofing Manufacturing ASTM D 226 for 30 Page 3 of 3 NT- Not Tested; NA- Not Applicable Statement of Compliance: The product tested is compliant with ASTM D 226: Standard Specification for Asphalt -Saturated Organic Felt Used in Roofing and Waterproofing as Type II (No. 30). 1121112i Signed: r Brad 13rzybowpkiz Managing Director Date: q Report Issue History: 111" 0 i too NHAtkpr" Af Signed: Duc +gpyen Florida Registere Pro4ssionai EnWr eer P.E. N65034 Date: STATE OF Ir/ l , i8e1n111 Issue # Date PagesIRevision Description (if applicable) Description (if applicable) Original 07/24/2008 3 NA Revision1 11/09/2011 3 Revised to exclude reference to Florida Building Code 2007. Reissued. END OF REPORT WRMI- 008-02-02 PRI-CMT Accreditations: AS TL-189; Miami -Dade 11-0429.05; Florida TST5878; Los Angeles TA24819: CRRC The test results, opinions, or interpretations are based on the material supplied by the dient. This report is for the exclusive use of stated client No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in full without the written approval of this laboratory. PRI Construction Materials Technologies 11C assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report. PRI Constnwiim Materials Technologies L LC fi408 Badger Drive Tampa, FL 33610 Tel. 813-01-SM FEc 813 I-5840 a-mal malenalsiesting&icmLcom WebSlie htlpJfww.pricrm com DESCRIPTION AS FURNISHED: Lot 113, WYNDHAM PRESERVE, as recorded in Plat Book 81, Pages 9:S i,through 102 of the Public Records of Seminole County, Florida, BOUNDARY FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America REMAINDER OF LOT 13 PALMERS SUBDIWSION (PLAT BOOK 2, PAGE 41) B-B.) S 89043' 10" W 40.00' II LOT 113 29.50' 29.50' 5.00' 5.00, yO OF "yO OF E5 FORMBOARD FOUNDATION TOF= TOP OF FORM FORM AVERAGE-30.05' LOT 114 O s' 41 LOT 112 Cp 06 Ok Cp o 0 ZOQ 'y0 OF i o n2 O r: s. O O 5.00' 8.0" 1Q O 1 0 t6 C4 0 `10 22.0" 5.00' 25.50' 25.61' T-u- ESMT. T SETBACKS AS FURNISHED FRONT 25'(") REAR = 20' I 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 O PROPOSED DRAINAGE FLOW OI GRADING TYPE B OQO PROPOSED F.F. PER PLANS = 30.0' Q S 89043' 10" W 28.73' D=04° 18' 31" R=150.00' L= 1 1.28' C=11.28, CB=S 88'07' 35" E ry h FLICKER COVE l ( 50' PRIVATE RIW) CRUSE, JVWYE.R -SCOTT & ASSOC, INC• - LAN1D SURVTr.Y01?F5` LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658- I4,361', • PLAT F \ • FIELD PJ]L •POINT ON LING 7YP. • TYPICAL NOTES. If` IRON PIPE IRON ROD PR.C. POINT DF REVERS[ CURVATURE P,C.C, POINT OF CfINPOUND CURVATURE 1. THE UNDERSIGNED DOES HEREBY CER77FY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF CCM C RETE MONUMENT RAD. •RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER SJ-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472027, F1ORIDA STATUI--S SE7 IR. 1 ' IR P/ELF 4596 MR. NON -RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEA4 THIS SURVEY MAR OR COPIES ARE NOT VALID RCC RECOVERED V.P. WITNESS POINT J. THIS SURVEY WAS PREPARED FROM TIRE INFORMATION FURNISHED TO THE SURVEYOR. THERE WAY BE OTHER RESTRIC77ONS PA.R POINT OF BEGONING CALC CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY. P.O C. POINT OF COMMENCEMENT PRA • PERMANENT REFERENCE rflNUMCNT 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. E CENTERLINE NLD NAIL G DISK FF. FINISHED FLOOR ELEVATION ESL BUILDING SETBACK LINEFOR3. THIS SURVEY IS PREPARED FTHE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTIT! k/ v -RIGHT-OF-WAY E.M. • EENCHMARK 6. DIMENSIONS SHOWN FOR THE LOGiION OF IMPROVEMENTS HEREON SHOULD NOT BE USED i0 RECONSTRUCT BOVN(ARY UNCS ESMT. EASEMENT E.E. EASE EGRING 7. BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS LASE BEARING (B.B.) DRAIN. DRAINAGE UTIL UTILITY B. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. UNLESS OTHERWISE NOTED CLFC • CHAIN LINK FENCE WDFC. WOOD FENCE 9. CERTIFIG 1`• OF AUTHORIZATION No. 4596. C/ D ` CONCRETE TRACK SCALE 1' 20- -i DRAWN BY: ++ PC POINT OF CURVATURE POINT OF TANGENCY P, T. OLSC. DESCRIPTION CERTIFIED BY. I\ DATE _ _ OROFR Nn R RADIUS L ARC F- ORMBOARD FOUNDATION/ELEVS. 07-26- f 7 3045- 17 D DELTLENGTH AC CHORD C. N. CHORD FEARING NORTH f THIS BUILDING\PROPERTY DOES NOT LIE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER FIRM' TOM x Cf( SE,1&i ER,:R.L.S. 4714 X' JANES W. SCOTT, R.LS / 48 7 ZONE MAP I12 f I7CL7090 F (09-28-07) I 1 1 UNIVERSAL ummajealloc. Wortarder No. 93104583-2 17.0000 ENGINEERING SCIENCES Reportt. 7/192017 Cw!Tawrlsltrn.:CucalCc NixnrctN :rr:uoe aiarug • Esn+aa rt•mwms l :btri mcr's y+sacaY 5tvrrces • sae T'terra sA xcy • Tilhr sR¢IDM1d 1loL{a tritwe 1 . 3532 Maggie Blvd, Orlando, 32811 P: 407.423.0504 F: 407.423.3106 / 6 In -Place Density Test Report CGS UES Technicbm TOM Boyd 5200 WN43nd Road, Suite 200 y' - Da$e Test6ed: 07/192017 Orlando, FL 3281 If 1 r . 1 P • ojem Preserve,HouseLot Teifirig Areil Tested: Lot 113 (2621 Flicker Cove) Type of Test: Material: Native I Field: ASTM D-2937 Drive Cylinder Method Reference Datum: 0 = Bottom of Footing Laboratory: ASTM D1557 Modified Proctor The tests bekYx rroeet the n**nun 95% Pda&e wA 1 1 1.61 i regt6eirm of Labors wy Prue nwxknun dry derby. Test Na• r ' Locason of Test R so bid) nU Field DryField IPdi roisdre AN sad C , pxGon 1w Nwdho peps C°CN Piss or Fai 6 North looter 0-1 g 106.8 1&0 105-4 6-6 99 WA Pas: 7 Soulh foofer 12 g 106-8 1" 105-3 7.0 99 WA Pas: 8 East footer 12 g 106-8 1" 104-5 7-3 98 WA Pas: 9 Souttraest gamer of pad (f_O_F_) 1 2 ft 106-8 10.6 105.5 7.1 99 WA Pas: 10 Northeast Corner of pad (T.O.F-) 2-3 ft 1 106-$ 10-6 106-9 7-6 100 WA Pas Renwhsr T.O.F. = Top of Fill e .. 4, 1 • 1 ' r T nnMAli h o m..{..nl nm{en{:nn In I /ni•.e...n/•.. n/inn{.. {hn O••hl:n en.f n..nt.e h.en ill mnn.{r nm a.•.hmiMe'I .ten n..n..fnn{:e/ -./.. of ^. nl:nn{n o 4 n.•{{snri-.o{:..n jI x CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ -11 0 - Address: % Q 2, F`i Gk?k n\-e Historic District: Yes No arcelID: of Work: New 0 Addition iption of Work: \V --ACCIAV Residential] Commercial Alteration Repair Demo Change of Use Move S , cat., d Ian Review Contact Person: -L t"Y Cy-- Title: f elkS Phone: 2 -(1 Fax: Email: DV%t V Pc ,, ` n Property Owner Information Ci 00 t h . ='i"1 ame ( tI filk k-P ttby Phone: Street: 652bb Vljn4 IQAn A ZbD Resident of property? City, State Zip: QA,— 'Z K i l Contractor Information Name Yle— Phone: Street: 1225vti SCc ^ Fax: City, State Zip: `1J\nit 92!., EL State License No.: 'K Name: Street: City, St, Zip: Bonding Company: Address: Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lenders 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 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 foree ping information is accurate and that all work will be done in compliance with'all applicable laws regulating 96nstructipn 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 Af ID t loe intractor/Agent Date Print Contractor/Agent's Name Signature T to ip r'4 L KELLYWEBSTER Notary PublIC - Stab of Florida CommlSilon # FF 978034 MY Comm. Explres Apr 4, 2020 Contractor/A efR t s Produced ID . Type of ID I 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 Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Revised: June 30, 2015 UTILITIES: FIRE: Gas Roof Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit:, Yes No WASTE WATER: BUILDING: Permit Application Y ECEIVE Revision 29 AUG 2 4 20VResponsetoComments I B :_ _ Permit # 17-1715 City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date 08/24/17 Project Address: 2621 Flicker Cove, Sanford FL 32771 Contact: Michelle Parkison Ph: 407-529-3135 Email: mparkison@parksquarehomes.com Trades encompassed in revision: Building Plumbing Electrical N Mechanical Life Safety Waste Water Fax: General description of revision: Revised HVAC layout to add jumper to Bed #2 and supply on first floor from 14" to 12" ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention Building RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method aV)ILt)/- Project Name: L ott `1113 Barcelona G oft ILO Bed 2 - N Builder Name: One Stop Cooling and Heating Street: Owner: G r eo G Permit Office: S INOL SANFp City, State, Zip: Sanford , Permit Number: / 7 1 O A RTM eParkSquareHomesJurisdiction691500 Design Location: FL, Orlando County.: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (2911.7 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=11.0 1521.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1185.30 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 205.33 ft' 4. Number of Bedrooms 4 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (1489.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1489.00 ft' 6. Conditioned floor area above grade (ft') 2413 b. N/A R= ft' Conditioned floor area below grade (ft 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(313.0 sqft.) Description Area a. Sup Attic, Ret: Attic, AH 1st Floor 6 482.6 a. U-Factor: Dbl, U=0.55 210.00 ft' SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 64.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 47.0 SEER:16.00 c. U-Factor: Dbl, U=0.54 39.00 ft' SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency d. U-Factor. N/A ft' a. Electric Heat Pump 45.5 HSPF:9.00 SHGC. Area Weighted Average Overhang Depth: 2.384 ft. Area Weighted Average SHGC: 0.230 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2413.0 sqft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 1186.00 ft' b. Conservation features b. Floor Over Other Space R=0.0 925.00 ft' None c. other (see details) R= 302.00 ft' 15. Credits Pstat Glass/Floor Area: 0.130 Total Proposed Modified Loads: 68.97 PASSTotalBaselineLoads: 73.91 1 hereby certify that the plans and specifications covered by Review of the plans and v4E Srgl this calculation are in compliance with the Florida Energy specifications covered by this O v _ O Code. LulsMoraleS,Date2ovo8.181041:05-o40o i DigitallysignedbyLwsMorales calculation indicates compliance the Florida Energy Code. r P,° with rna,':.:.:r°,•,.,`-„O PREPARED BY: Before construction is completed. DATE: this building will be inspected for compliance with Section 553.908 O t r I hereby certify that this buildin as signed, is in comp nce Florida Statutes. COpwiththeFloridaEnergyCod yyE T J OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: 9 Compliance requires if-c tion by their handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 Qn for whole house. 7/2/2017 12:03 PM EnergyGauge® USA - FlaRes2014 Section R405.4 Irsio, Page 1 of 5 FORM R405-2014 J, PROJECT Title: Lot 113 Barcelona C RHG Lof Bedrooms: 4 Address Type: Lot Information Building Type: User Conditioned Area. 2413 Lot # 113 Owner 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. 225 Street: Permit Office- SEMINOLE 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 V IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2413 22072.8 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1 st Floor 1186 11029.8 Yes 1 1 1 Yes Yes Yes 2 2nd Floor 1227 11043 No 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor 2nd Floor 126 ft' 11 0.29 0 0.71 2 Floor over Garage 2nd Floor -__ ___ 176 ft' 11 0.29 0 0.71 3 Slab -On -Grade Edge Insulatio 1 st Floor 127 ft 1186 ft' 0.29 0 0.71 4 Floor Over Other Space 2nd Floor ___ -__ 925 ft' 0.29 0 0.71 ROOF V Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1665 ft' 372 ft' 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 1489 ft' N N 7/2/2017 12:03 PM 0121Ein!r1gyGPaue@nS-FlaRes2014 Section R405.4.1 Compliant Software ame®,.j Page 2 of 5 FORM R405-2014 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1 st Floor 30 Blown 1489 ft2 0.1 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space 1 NE=>W Exterior Frame - Wood 2nd Floor 11 54 6 9 0 490.5 ft2 0 0.25 0.8 0 2 NE=>W Exterior Concrete Block - Int Insul 1st Floor 4.1 44 6 9 4 415.3 ft2 0 0 0.8 0 3 SE=>N Exterior Frame - Wood 2nd Floor 11 30 0 9 0 270.0 ft2 0 0.25 0.8 0 4 SE=>N Exterior Concrete Block - Int Insul 1st Floor 4.1 8 0 9 4 74.7 ft2 0 0 0.8 0 5 SW=>E Exterior Frame - Wood 2nd Floor 11 54 6 9 0 490.5 ft2 0 0.25 0.8 0 6 SW=>E Exterior Concrete Block - Int Insul 1 st Floor 4.1 44 6 9 4 415.3 ft2 0 0 0.8 0 7 NW=>S Exterior Frame - Wood 2nd Floor 11 30 0 9 0 270.0 ft2 0 0.25 0.8 0 8 NW=>S Exterior Concrete Block - Int Insul 1st Floor 4.1 30 0 9 4 280.0 ft2 0 0 0.8 0 9 S Garage Frame - Wood 1 st Floor 11 22 0 9 4 205.3 ft2 0 0.25 0.8 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 SE=>N Insulated 1st Floor None 39 3 8 24 ft2 2 -=>S Wood 1st Floor None 39 2 8 8 21.3 ft2 WINDOWS Orientation shown is the entered orientation => changed to As Built rotated 225 degrees). V Wall Overhang Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 NE=>W 1 Metal Low-E Double Yes 0.55 0.22 45.0 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds None 2 NE=>W 2 Metal Low-E Double Yes 0.55 0.22 45.0 ft2 1 ft 0 in 11 ft 0 in Drapes/blinds None 3 NE=>W 2 Metal Low-E Double Yes 0.54 0.25 4.0 ft2 1 ft 0 in 11 ft 0 in Drapes/blinds None 4 SE=>N 3 Metal Low-E Double Yes 0.55 0.22 15.0 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds None 5 SE=>N 3 Metal Low-E Double Yes 0.54 0.25 4.0 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds None 6 SE=>N 3 Metal Low-E Double Yes 0.54 0.25 12.0 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds None 7 SW=>E 5 Metal Low-E Double Yes 0.55 0.22 30.0 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds None 8 SW=>E 5 Metal Low-E Double Yes 0.54 0.25 15.0 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds None 9 SW=>E 6 Metal Low-E Double Yes 0.55 0.22 15.0 ft2 1 ft 0 in 11 ft 0 in Drapes/blinds None 10 SW=>E 6 Metal Low-E Double Yes 0.54 0.25 4.0 ft2 8 ft 0 in 1 ft 4 in Drapes/blinds None 11 nw-S 7 Metal Low-E Double Yes 0.55 0.22 30.0 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds None 12 nw=>S 8 Metal Low-E Double Yes 0.55 0.22 30.0 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None 13 NW=>S 8 Metal Low-E Double Yes 0.58 0.25 64.0 ft2 7 ft 4 in 1 ft 4 in None None 7/2/2017 12:03 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 455 ft' 384 ft' 53 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000291 1839.4 100.98 189.91 .2612 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:9 45.5 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 16 47 kBtu/hr 1410 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 Storage System Model # Collector Model # Area Volume FEF None None ft' 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 6 482.6 ft Attic 120.65 Prop. Leak Free 1st Floor — cfm 72.4 cfm 0.03 0.50 1 1 7/2/2017 12:03 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 TEMPERATURES Programable Thermostat- Y Ceiling Fans: Coolingjj jj Jan jj j Feb Mar j j Apr j j Ma jX] Jun X] Jul jXj Au X] Se [ Oct Nov j j Dec HeatinjXj Jan jX Feb X Mar kij j Apr j ij MaY Jun Jul j j Au[ Sep [ Oct X] Nov jX] Dec Ventin [ ] Jan j ]Feb Mar Apr [ j May Jun Jul Aug j Se [X] Oct X] Nov Dec Thermostat Schedule- HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 7/ 2/2017 12 03 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: Permit Number. Sanford , FL , MANDATORY REQUIREMENTS See individual code sections for full details. 13 401.3 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 Statues] 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 compliance for the building. A copy of the EPL display card can be found in Appendix C. 13 R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O 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 402.4.1.1, 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 of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed, 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air IeakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAMAM/DMA/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. O R402.4.4 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 L/s) when tested in accordance with ASTM E 283 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. O 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. O R403.2.2 Sealing (Mandatoryyt,ll ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm (85 L/min) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 7/2/2017 12.03 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55DF (1 YC) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. R403.4.3 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 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 Water heater efficiencies (Mandatory). 0 R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 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). R403.4.4.1.2 Shut down. A separate switch or a clearly marked Grcuit 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. 0 R403.4.4.2 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 appropnate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 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 honzontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.5 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. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 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 which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 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 403.6, 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. 7/2/2017 12:03 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection 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 temperature 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 multi -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 multi -family units, the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 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 R403.6.1. O R403.6.1.3 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. R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt 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 55°F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space 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 gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal svomming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed 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: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 7/2/2017 12.03 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 93 The lower the EnergyPerformance Index, the more efficient the home. 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 (ft') 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. Frame - Wood, Exterior b. Concrete Block - Int Insul, Exterior 1 c. Frame - Wood, Adjacent 4 d. N/A 10. Ceiling Types No a. Under Attic (Vented) 2413 b. N/A Area c. N/A 210.00 ft' 11. Ducts a. Sup: Attic, Ret: Attic, AH: 1st Floor 64.00 ft' 12. Cooling systems 39.00 ft' a. Central Unit ft' 2.384 ft. 0.230 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1186.00 ft' b. Floor Over Other Space R=0.0 925.00 ft' c. other (see details) R= 302.00 ft' 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 i ec ion. Otherwise, a new EPL Display Card will be completed based on installed Codecomiatiant features. A Builder Signature Address of New 9 1 City/FL Zip: r F.P- 771 Insulation Area R=11.0 1521.00 ft' R=4.1 1185.30 ft' R=11.0 205.33 ft' R= ft' Insulation Area R=30.0 1489.00 ft' R= ft' R= ft' R ft' 6 482.6 kBtu/hr Efficiency 47.0 SEER-16.00 kBtu/hr Efficiency 45.5 HSPF.9.00 Cap. 50 gallons EF: 0.9 Pstat pR VE Sri f c01) 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. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 7/2/2017 12 03 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 wrightsoft- Project Summary Enure House One Stop Cooling and Heating 7225 Sandsooue Court, Witter Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 V%bb: wmmOneStopCooling.com Lioense CPC032444 For. Notes: Park Sgpare Homes Sanford, FL WYM51M Winter Design Conditions Outside db 44 °F Inside db 68 °F Design TD 24 'F Heating Summary Structure 20697 Btuh Duds 3299 Btuh Central vent (0 dm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 23996 Btuh Infiltration Orlando Executive AP, FL, US Job: Lot 113 Barcelona C RHG ... Date: 07/02/2017 By. LF/LM Plan: RHG Summer Design Conditions Outside db 93 F Inside db 74 F Design TD 19 F Daily range L Relative humidity 50 Moisture difference 46 grAb Sensible Cooling Equipment Load Sizing Structure 22897 Btuh Duds 11232 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.98 Equipment sensible load 33310 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3489 Btuh Duds 2317 Btuh Central vent (0 cfm) 0 Btuh Heatingg Lollingg none) Area (ft2) 2505 2505 Equipment latent load 5806 Btuh Volume (ft') 22898 22898 Air changes/hour 0.41 0.21 Equipment Total Load (Sen+Lat) 39116 Btuh Equiv. AVF (cfm) 156 80 Req. total capacity at 0.75 SHR 3.7 ton Heating Equipment,Summary Cooling Equipment Summary Make Trane Make, Trane Trade TRANE Trade TRANE Model 4TWR6048H1 Cond 4TWR6048H1 AHRI ref 7563627 Coil TEM6AOD48H41++TDR AHRI ref 7563627 Efficiency 9 HSPF Efficiency 13.0 EER, 16 SEER Heating input Sensible cooling 35250 Btuh Heating output 45500 Btuh @ 47°F Latent cooling 11750 Btuh Temperature rise 0 F Total cooling 47000 Btuh Actual airflow 0 cfrn Actual airflow 1567 cam Air flow factor 0 cfrnBtuh 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 0.85 Capacity balance point = 28 °F Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2017-Pug-1810.39 30 wrightscf r Fight-Swte®Universal 2017 17.023 RSU23249 Page 1 iCQ'....\Lot 113 Barcelona C RHG Loft ILO Bed 2 - N.rup Calc = MJ8 Front Door faces N wrightsoft; Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 113 Barcelona C RHG Loft I... Date: 07/02/2017 LF/LM Pan: RHG 7225 Sandsco%e Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web wAwOneStopCooling.00m License CAC032444 1 2 3 4 5 Room name E>posed wall Room height Room dimensions Room area Entire House 296 0 ft 9.1 ft d 2504.5 ft' FOY 17.5 ft 93 ft heat/cod 1.0 x 168.0 ft 168.0 f 2 Ty Construction number U-value BtuhfiF-'F) Or HTM BtuhRt') Area (It') or perimeter (ft) Load Btuh) Area (1t') or perimeter (ft) Load Btuh) Heat Cod Gross N/PS Heat Cod Gross NrP/S Heat Cod 6 11 1 V I-G 12B-0snr 4A5-2om 13A4ocs 4A5-2om 4B5-2fm 12B-09w 4A5-2om 4B5-2fm 4B5-2fm_ 13A4= 11 DO 12B- " 4A5-2om 4B5-2fm 13A-4ocs 4AS2om 4B5-2fm 12B-09N 4AS2om 13A-4ocs 4A5-2om 4AS2omd 12C-09w 11D0-_...,..._ 16B-30ad 19A Otu ,, , 19C-19cscp 22A-tpm_ 0.097 0.550 0.143 0.550 0.540 0.097 0.550 0.540 0.540 0.143 0.390 0.097 0.550 0.540 0.143 0.550 0.540 0.097 0.550 0.143 0.550 0.580 0.091 ne ne. ne ne ne se se se se, se se am 9w sw, sN sw sN rw nw, riw rive nw n. 231 13.09 3.40 13.09 12.85 231 13.09 12.85 12.85 3.40 9.28 231 13.09 1Z85 3.40 13.09 12.85 2.31 13.09 3.40 13.09 13.80 217 928 0.76 264 0.40 28.08 289 2224 3.00 2224 23.69 2.89 21.91 21.97 2272 3.00 12.54 u 289 21.91 23.32 3.00 22.70 13.78 289 2224 3.00 22.24 2782 1.57 1254 1.78 2.06 0.32 0.00 491 45 414 45 4 270 15 4 12 74 24 491 30 15 414 15 4 270 30 279 30 64 205 21 1489 132 166 1191 446 0 1028 589 1242 589 51 µ' 552 196 51 154 172 223 1028 393 193 1344 196 51 554 393 630 393 883 397 198 1134 348 67 3567 1286 1001 1093 1001 95 690 329 88 27,3 151 301 1286 657 350 1183 341 55 693 667 554 667 1780 288 267 2652 272 52 0 0 0 0 0 0 0 0 365 0 0 239 3 2 0 0 0 0 0 0 0 0 0 0 50 24 0 0 0 73 0 0 0 0 0 0 0 0 0 172 223 0 0 00 250 196 0 0 0 0 0 0 0 0 0 0 151 301 0 0 0 220 341 0 0 0 0 0 0 0 0 0 0 0 0 0 0 74 24 W D 3 50 24 446 5 3 0 0 0 395 0 8 240 88 15 0 j C 0 0 0 0 V,il 0 185 0 0 183 21 1489 J 32 166 127 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r{-CG P1 _' 0 0 0 w..., 0 r--D C F-,,= F F _r 0.390 0.032 0.295 0 0 0 491 0.049 180 0 168 0 18 0 00 6 c) AED exoirsion 344 51 En%dopelosskfan 16617 18414 1332 1063 12 a) Infiltration b) Room,.entlahon 4080 0 1633 0 246 0 98 0 13 Internal gains Ooupants@ 230 Appliancesbther 5 1150 1700 0 0 0 Subtotal(lines 6to13) 20697 22897 1577 1162 14 15 Less e>demal load Less transfer Redistribution Subtotal Dud loads 116% 49%1 0 0 0 20697 3299 0 0 0 22897 11232 16%1 49% 0 0 1577 0 0 0 0 1162 0 0 Total room load Air required (din) 23996 0 34129 1567 0 0 0 0 Calculations approved bVACCA to meet all requirements of Manual J 8th Ed. 4 _ - fid- OftwrightS• Right-Swte®Uniwrsal2017 17.0.23 RSU23249 2017 Au0 161 Page 10 Lot 113 Barcelona C RHG Loft ILO Bed 2 - N.rup Calc = MA Front Door faces N g d- wrightsoft• Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 113 Barcelona C RHG Loft I... . Date: 07/02/2017 LF/LM Pan: RHG 7225 Sandsowe Court, Vdnter Park, FL 32792 Phone (407) 629 - 6920 Far (407) 629 - 9307 Web wAwOneStopCooling oom License CAC032444 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area LOFT 16.0 rt 90 ft heaV000l 1.0 x 2818 ft 281.8 ft' DIN 34.5 tt 9.3 ft heatknol 140 x 13.0 ft 182.0 R' Ty Construction number U-value BtuhAF-'F) Or HTM BtuhAN) Area (M or perimeter (ft) Load Btuh) Area (ft') or perimeter (ft) Load Btuh) Heat Cod Gross NAPS Heat Cool Gross NiP/S Heat Cod 6 11 f12B-09N G 4AS2om - _ 13A-4ocs 4A5-2om 4BS2fin 128-O9n 4AS2om 4135-21m 4B5-2fm _ 13A-flocs 11 DO 12B-OsN 4AS2om 4135-21m 13A-0ocs 4AS2om 4BS2fm 12B-09N 4AS2om 13A-0ocs 4AS2om 4AS2omd 12C-09N 11 130 _ 166-30ad A 9A-0bscp 19C-19c = 22A-tpm-- ,_,_,,,.,<<,,,,.,,,,,,,-,1.180 0.097 0.550 0143 0.550 0.540 0.097 0.550 0.540 0.540 0.143 0 390 0.097 0.550 0.540 0143 0.550 0 540 0.097 0.550 0143 0.550 0 580 0.091 0.390 ne ne ne ne ne se se se se, se se 9N 9N 9N, 9N sw gm nw rw, nw nw nw n_ 231 13.09 340 13.09 12.85 231 13.09 12.85 r,12.a5 340 9.28 231 13.09 1285 340 1309 1285 2.31 13.09 340 13.09 13.80 2.17 9.28 0.76 2.64 040 28.08 289 2224 3.00 2224 23.69 2.89 21.91 21.97 22.72 3.00 12.54 2.89 21.91 T 23.32 3.00 22.70 13.78 289 2224 3.00 2224 27.82 1.57 1254 1.78 2.06 0.32 0.00 126 15 _w15 0 0 0 0 0 0 0 0 0 18 0 0 0 0 0 ill 256 196 0 0 0 320 334 0 0 0 00 0 0 0 0 70 0 0 0 0--0 70 0 0 0 237 0 0 0 0 209 0 0 0 0 0 0 0 0 0 0 0 0 0 _0 0 0 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Val 0 0 0 0 42 0 0 0 0 0 52 0 0 0 0 0 0 0 0 0 0 0 0 w_,,,0 0 0 0 0 0 0 0 0 00 0 0 W 0 0 0 0 0 0 0-0 0 0 0 0 121 0 0 121 0 0 411 0 0 0 0 362 0 0 0 0 L j G 0 0 0 0 0 0 0 0 0 W G 0 0 0 0 0 0 0 0 0 0 0 0 130 30 0 100 0 0 341 393 0 0 0 300 667 0 0 0 313 0 0 0 P C Z C F _ 0 0 0 0 0 0-0-0 0 0 0 0.032 0295 0 049 282 0 6 282 0 6 215 0 502 0, 176 0 0 176 0 134 0 F_ F.,,.._ 2 2 0 182 0 35 0 96900O0 6 c)AEDexarrsion 54 148 Envelope lossrgain 711 1155 2485 1999 12 a) Infiltration b) Room ventilation 217 0 87 0 484 0 194 0 13 Internal gains Occupants @ 230 Appliancewsbther 0 0 0 0 0 0 Subtotal(lines 6to13) 928 1242 2970 2193 14 15 Less external load Lesstransfer Redistribution Subtotal Dudloads 16% 49% 0 0 141 1070 171 0 0 245 1487 730 16% 491/6 0 0 0 2970 473 0 0 0 2193 1076 Total room load Air required (dm) 1240 0 2217 102 1 3443 0 3269 150 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 30 wrightsOft• Right -Suite® Universal 2017 17 0 23 RSU23249 2017 Aug 18 10.39 Pae 2 Lot 113 Barcelona C RHG Loft ILO Bed 2 - N rup Calc = MJ8 Front Door faces. N 9 wrightsoftRight-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 113 Barcelona C RHG Loft I... Date: 07/02/2017 LF/ LM Pan: RHG 7225 Sandsoove Court, Wrier Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web: wwwOneStopCooling.00m License. CAC032444 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area GATH 320 ft 9. 3 it heat/000l 1. 0 x 286.0 ft 286. 0 fl2 Krr 115 R 9. 3 it heat/000l 13. 5 x 11.5 ft 155. 3 T Ty Construction number U- value BtuhRF-- F) Or HTM Area (T) or perimeter (1l) Load Bluh) Area ( ft') or perimeter (1a Load Btuh) Heat Cod Gross NrP/S Heat - Cod Gross NiP/S Heat Cod 6 11 V qJl__._.. G 12B- 0sw 4A5- tom 13A- 4ocs 4A5- 2om 4B5- 21m 12B4Osw 4A5- 2om 4B5- 21m 4B5- 2fm _ 13A- 0ocs 11 DO 12B- 0sw 4A5- 2om 4B5- 2fm 13A- 3oc s 4A5- 2om 4B5. 2fm 12B- 0sw 4AS2om 13A- 4ocs 4A5- 2om 4A5- 2omd 11 DO 0. 097 0. 550 0. 143 0. 550 0. 540 0. 097 0. 550 0. 540 0. 540 0. 143 0. 390 0. 097 0. 550 0. 540 0. 143 0. 550 0. 540 0 097 0. 550 0. 143 0. 550 0 580 0. 091 0. 390 un- 2.31 ene- ne ne ne se- e se se se se sw sw sw, sw sv sw rnv nw. r1w r1w nw n _ 13. 09 3. 40 1309 12. 85 231 13. 09 12. 85 12. 85 340 9. 28 231 13. 09 1285 3. 40 13. 09 12. 85 2. 31 13. 09 3. 40 13. 09 13. 80 217 928 0. 76 264 0. 40 28. 08 2. 89 2224 300 2224 23. 69 2. 89 21. 91 21. 97 2272 300 12. 54 2. 89 21. 91 23. 32 3. 00 2270 13. 78 289 2224 300 2224 2782 1. 57 1254 1. 78 2. 06. 0. 32 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 tj 149 30 0 119 0 0 404 393 0 1. 356 667 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C WI- G 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 I--G I V, V L- D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 320 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 0 107 0 0 107 0 0 364 0 0 0 0 0 0 0 0 0 254 0 1780 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0149 0 64 85 0 0 0 0 0 289 0 883 r` 0--- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 fi12C- 09N L- 0 0 0 C F= F F,,, 16B- 30ad 19A- 0bscp _-- - 19C- 19csw 22A- pxn 0 032 0. 295 0. 049 1. 180 0 0 0_ 0 0 0 0 0 4 0 00 32 0 286 0 899 0 0 0 155 0 12 0 323 0 0 6 c) AED excursion 186 67 Envelope lossrgan 2868 3244 687 254 12 a) Infiltration b) Room ventilation 449 0 180 0 161 0 65 0 13 Intemalgains Omipanls@ 230 Applianoesb1her 0 0 0 0 0 1200 Subtotal ( lines 6Io 13) 3317 3423 848 1519 14 15 Less extemalload Less transfer Redistribution Subtotal Dud loads 16%1 491/6 0 0 479 3796 605 0 0 319 3742 1836 16% 49% 0 0 439 1288 205 0 0 191 1710 839 Total room load Air required (cfm) 4402 0 5578 256 1493 0 2548 117 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wri htSOft• 2017-Pug-18 10 39 30 Poght- SuiteGUnirersal 2017 17.023 RSU23249 Page 3 Lot 113 Barcelona C RHG Loft ILO Bed 2 - N.rup Calc = MJ8 Front Door faces N wrightso.W Right-J& Worksheet Entire House One Stop Cooling and Heating Job: Lot 113 Barcelona C RHG Loft I... Date: 07/02/2017 LF/LM P an: RHG 7225 Sandscove Court, Velnter Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web wwaOneStopCooling corn License C&C032444 1 2 3 4 5 Room name Exposed wall Room height Room dimensons Room area BEDAJFFI 10.0 ft 93 ft heatkool 11.0 x 10.0 ft 1100 ft' WIC 50 ft 9.3 ft heatbod 5.0 x 5.0 ft 25.0 fF Ty Construction number U-\slue Btuh&--F) Or HTM BtuhAt2) Area (M or perimeter (ft) Load Btuh) Area (fly or perimeter (R) Load Bluh) Heat Cod Gross N)P/S Heat Cod Gross N/P/S Heat Cod 6 11 VjJ L_( 12B-0s 4A5 2om 13A4ocs 4A5-2om 4B5.2fm 12B-09N 4A5-2om 4B5.21m 4B5-2fm - 13A4ocs 11DO 12B-Osw+ - 4A5-2om 4BS2f-n _ - _ 13A-4acs 4A5-2om 4B5.2fm _ 12B-09m 4A5.2om 13A-4ocs 4A5-2om 4AS-2omd 12C-09N 11DO- 16B-30ad 19A-0bscp-= 19C-19= 22F tpm 0.097 0.550 0.143 0.550 0.540 0.097 0 550 0.540 0.540 0143 0.390 0097 0.550 0.540 0.143 0.550 0 540 0 097 0.550 0143 0.550 0.580 0.091 0.390 0032 0295 0049 W 1.180 ne ne, ne ne ne se se se se se se _• sw sN 9N' sw 9N sw nw nw, nw nw nw n_ 2.31 1309 340 1309 1285 231 13.09 12A5 12.85 3.40 928 231 13.09 1285 3.40 13.09 12.85 2.31 13.09 3.40 13.09 13.80 i 217 928 0.76 264 0.40 28.08 2.89 2224 300 2224 2369 2.89 21.91 21.97 22.72 3.00 12.54 2.89 21.91 23.32 3.00 22.70 1378 289 2224 3.00 2224 27.82 1.57 1254 1.78 206 0 0 0' O 0 0 265 196 0 0 0 0 O 47 0 0 00 0 47 0 0 N- O 0 158 0 0 0 O0 139 0 0 93 15 0 78 0 0 234 334 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 I 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 j 0 0 0 0 0 0 0 0 0 0- 0 0 0 0 0 0r-C v,V 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0I(C R 0- 0 0 0 0 0 0- 0 0 0 0 0 0 0 0 C F w .- F F- 0 0 0 0 0 0 0 0 0 0 0 110 0 0 10 0 0 F 281 0-0-0 0 0 0 25 0 0 0 w- 1.40 0 00.32 0.00 5 0 6 c)AEDexcursion 17 7 Envelopelossgain 743 550 299 132 12 a) Infiltration b) Room ventilation 140 0 56 0 70 0 28 0 13 Intemal gains Occupants cQ 230 Applianceslother 1 230 0 0 0 0 Subtotal (lines 6 to 13) 883 836 369 160 14 151 Less eAemal load Less transfer Redistribution Subtotal ud IoadS I16% 49% 0 0 365 1248 199 0 0 269 1105 542 16% 499A 0 0 0 369 59 0 0 0 160 79 Total room load Air required (dm) 1448 0 1647 76 428 0 239 11 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. W I'i ht50Tt' 2017-Pug-1810 39 30 Z 9 Right-Suite®Universal 2017 17.0.23 RSU23249' Page 4 Lot 113 Barcelona C RHG Loft ILO Bed 2 - N.rup Calc = MJ8 Front Door faces N wrigl tsoftt Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 113 Barcelona C RHG Loft I... Date: 07/02/2017 LF/LM Pan: RHG 7225 Sandsmve Coun, Writer Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web wwwOneStopCooling.mm License CPC032444 1 2 3 4 5 Room name Exposed wall Room height Room dimensons Room area HALL 0 ft 9.3 ft heatl000l 1.0 x 44.0 ft fl44.0 ' STR1 7.5 ft 93 ft heat/mol 1.0 x 65.3 ft 65.3 12 Ty Construction number U-value BWhxe-'F) Or HTM BUM Area (ft) or perimeter (fl) Load Bluh) Area (Its or perimeter (ft) Load Btuh) Heat Cod Gross N/P/s Heat Cod Gross NIPS Heat Cod 6 11 12B-09N - 4AS-2om--- 13A-4oce 4AS-2om 4B5-2fm 12B-0sov 4AS-2om 4B5-2fm 4B5.21m 13A-4ors 11 DO 121349N` 4A5.2om 4B5 2fm 4A5-2om 4BS-2f-n 12B-0sw 4A5.2om 13A-4ocs 4A5.2om 4AS-2omd 12C-09N T J1130 - - 16B-30ad 19A-0bscp ., 19C-19csrn 22A-tpm,-- 0.097 0.550 0.143 0 550 0.540 O097 0.550 0.540 0.540 0.143 0.390 0.097 0.550 0.540 0143 0 550 0.540 0.097 0 550 0.143 0.550 0.580 0.091 ne ne, ne ne ne se se se se, se se sw 9N 9N 9N sN 9N_ rw nw.-13.09 nw nw nw n. 2.31 13.09 3.40 13.09 12.85 231 13.09 12.85 12.85 3.40 928 231 13.09 1285 3.40 13.09 12.85 2.31 3.40 13.09 13.80 217 928 0.76 264 0.40 28.08 289 22.24 3.00 2224 23.69 2.89 21.91 21.97 22.72 3.00 12.54 289 21.91 23.32 3.00 22.70 13.78 2.89 2224 3.00 2224 2782 1.57 12.54 1.78 206 0.32 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 j 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 0 209 0 0 0 G C yI-G 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 0 237 0 0 CC t--D 0- 0 0 0 0 0 0 0 0 0 0 O 70 0 0 0 0 O 0 0 0 0 0 0 0 0 O V613A-4ocs 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 i 0 0 0 70 0 0 W W - L---G 0 0 0 0 0 TO 0 0 0 0 0 0 0 0 0 0 0 0 0 00 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 Pr' 0 L-D C F _,,».,. F F._..`. 0.390 0 032 0.295 00,49 1.180 0 0 0,. 0-0-0-0 0 0 0 0 0 0 0 0 0 0 44 0 0 0 0 Y .65-8 0 0 21100 6 c) AED excursion 0 11 Envelope lossrga n 0 0 448 198 12 a) Infiltration b) Room ventilation 0 0 0 0 105 0 42 0 13 Internal gains 0aarpants@ 230 Applranoesbther 0 0 0 0 0 0 Subtotal (lines 6 to 13) 0 0 553 241 14 15 Less external load Lesstransfer Redistnbution Subtotal Dud loads 16%l 49% 0 0 0 0 0 0 0 0 0 0 16 6 49% 0 0 553 0 0 0 0 241 0 0 Total room load Air required (dm) 0 0 0 0 1 0 0 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. Wry htsat 2017-Pug-18 10 39 30 ight-Swte®Universal 2017 17 023 RSU23249 Page 5 Lol 113 Barcelona C RHG Loft ILO Bed 2 - N.rup Calc = MA Front Door faces: N wrightsoW Right-.JO Worksheet Job: Lot 113 Barcelona C RHG Loft I... . Entire House Date: 07/02/2017 LF/LM One Stop Cooling and Heating Pan: RHG 7225 Sandsoove Court, Winter Park, FL 32792 Phone, (407) 629 - 6920 Fax (407) 629 - 9307 VVeb wwaOneStopCooling.com License CAC032444 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area BTH1 6.0 ft 9.3 ft heat/cool 11.5 x 6.0 R 69.0 1t' LAUN 3.0 R 9.3 ft heaUmol 1.0 x 86.5 R 86 5 V Ty Construmon number U-value BWhte-'F) Or HTM Btuh/R') Area (1P2) or perimeter (1t) Load Btuh) Area or perimeter (ft) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 11 1 - G1 VjJ- - G G 1 _{, W 0 1N t-G P _ C F F= 12B-09N- 4A5-2om _, .._ . 13A4= 4A5-2om 4BS-2fm 728-09w 4AS2om 4BS2fm 4B52fm_ 13A-4ocs. 11DO _ 12B-0sw 4A5-2om 4EL 13A-4ocs. 4AS-2om 4B5-2fn 12B-09N 4AS2om 13A-4ocs 4A5-2om 4A5-2omd 12C-09N 11 DO 16B-30ad 19A-0bsgp...,...... 19C-19cs41_ 22A-tpm 0.097 0.550 0.143 0.550 0.540 0.097 0.550 0.540 0.540 0.143 0.390 0.097 0.550 0.540 0.143 0.550 0.540 0.097 0.550 0.143 0 550 0 580 0.091 0.390 0.032 0.049 1.180 ne' ne. ne ne ne se se se se_ se se 9ni sw 9N. aril 9w 9ru rvw nw. nw rtw nw n _ 2.31 13.09 3.40 13.09 12.85 231 13.09 12.85 12.85 3.40 9.28 231 13.09 1285 3.40 13.09 W 12.85 2.31 13.09 3.40 13.09 1380 217 928 0.76 264 040 2808 2.89 2224 3.00 2224 23.69 2.69 21.91 21.97 2272 300 1254 2.89 21.91 23.32 3.00 22.70 13.78 289 2224 3.00 2224 27.82 1.57 1254 1.78 2.06 0.32 0.00 0 o 56 0 4 0 0 52 0 0 0 0 0 0T 155 0 95 0 0R 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 176 0 51 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 72 0 55 0 0 0 0 0 120 267 0 0 0 0 0 0 0 0 0 0 0 0__ 0 0_ 0 0 0 0 0 0 y- 0 0 0 0 0 W 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 w 0 0 28 0 4 0 0 24 0 W r4 0 0 81 0 51 0 0 0 0 0 107 0 0 0 0 107 0 0 0 0 232 0 0 0 0 0 168 0 0 0 0 98 21 0 0 0 0 76 21 0 0 0 0 165 198 0 0 0 W84 0 0 0 0 6 0 0 0 169 0 1_-0 0 0 0 0 W_ 69 0 0 87 Z 0 0 3 6 c)AEDexcursion 10 1 Envelope loss0gain 628 408 5801 515 12 a) Infiltration b) Room ventilation 84 0 34 0 42 0 17 0 13 Internal gains Omipants@ 230 Appliarcesbtller 0 0 0 0 0 500 Subtotal (lines 6Io 13) 712 442 622 1032 14 15 Less eMernalload Lesstransfer Redistribution Subtotal Dud loads 16% 499/o 0 0 0 712 114 0 0 0 442 217 16% 49% 0 0 847 1469 234 0 0 624 1655 812 Total room load Air required (don) 826 0 658 30 1 1703 0 2468 113 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 30Ad -OftwrightS' Right-Sude® Universal 2017 17 0.23 RSU23249 2017 Pug 18 1 Page 6 Lot 113 Barcelona C RHG Loll ILO Bed 2 - N rup Calc= MJB Front Door faces N 9 wrightsoft Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 113 Barcelona C RHG Loft I... Date: 07/02/2017 LF/LM Pan: RHG 7225 Sandsmve Court, Writer Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web: ~w0neStopCooling.com License CAC032444 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area MBED 46.0 R 9.0 1t heat/cod 1.0 x 320.3 1t 320.3 4' MTOI 3.5 It 90 1t heatknol 3.5 x 55 1t 19.3 it' Ty Construction number U-value B1uhA!'-'F) Or HTM BluhAN) Area (fl•') ar perimeter (I1) Load Btuh) Area (ft') or perimeter (ft) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 11 t-12B-09N G 4A5-2om_ _ 13A-4ocs 4A5-2om 4B5-2fm 12B-09N 4A5-2om 4B5.2fm 135.211m_ 13A-4acs 11 DO B-012sW- `---'- 4A5-2om 4B5-2fm 13A-4ocs 4A5-2om 4B5-2fm 12B-QsN_ __ _ _ _- 4A5-2om. •,y,...,.,,,., TM 13A4ccs 4A5-2om 4A5-2omd 12C-09N 11 DO 16B-30ad _ _ Obs , 19C-19cscP - 22A-tpm ._ 0.097 0.550 0.143 0 550 0.540 0.097 0.550 0 540 0.540 0.143 0 390 0.097 0.550 0.540 0.143 0.550 W _ 0.540 0097 0.550 0.143 0.550 0.580 0.091 0.390 0.032 0.295 0.049 11.180 ne ne, ne ne ne se se se se- se se 9N siN sw, sw 9N sw rw nvv • rnN nvv nw n - 2.31 13.09 3.40 1309 12.85 231 1309 12.85 12.85 3AO 928 231 13.09 1285 3AO 13.09 12.85 2.31 13.09 3.40 13.09 13.80 217 928 0 76 2-64 0 40 28,08 289 y _2224 3.00 2224 23.69 4 2.89 21.91 21.97 22.72 300 12.54 2.89 21.91 23.32 300 22.70 13.78 289 22.24 3.00 2224 27.82 1.57 1254 1.78 2.06 0.32 0.00 149 30 0 0 0 0 0 0 O 119 274 393 0 0 0 342 667 0 0 0 0 0 0 0 0 0 0 0 0 --0 0 0 0 0 0 0 0 j 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 C VIjJ- G 0 0 0 0 0 0 270 0 0 0 0 274 393 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C j 0 0 117 0 0 0 0 117 0 0-0 0 0 0 119 0 0 0 0 0 . .0 0 0 338 0 0 0 0 0 342 667 0 0 0 0 0 0 0 0 D 0 0 0 0 0 149 30 0 0 0 0-0-0 0 0 0 32 0 0 0 0 32 0 0 0 73 a - 0 0 0 0 0 0 0 0 0 91 0 0 0 0 0 0 W, 'W- I--' 0 0 0 0 0 0 0 0 L-0 0 0 320 120 0 O 0 0 320 120 0 O 0 0 244 317 0 0 0 0 570 247 0 0 C __ F ::: 0 19 0 0 19 0 15 4 0 34 0 0 0 19A F _ Fes.. 0 0 0 0 0 00 6 c)AED excurson 148 6 Envelope lossk3am 2163 3025 87 119 12 a) Infiltration b) Rcom\entlabon 625 0 250 0 48 0 19 0 13 Internal gainsOaupanls@ 230 Appltancesto111er 2 460 0 0 0 0 Subtotal ( lines 6 to 13) 2788 3735 135 138 14 15 Less eAemal load Less transfer Redistribution Subtotal Dud loads 1 16% 49% 0 0 0 2788 444 0 0 0 3735 1832 16%1 499% 0 0 0 135 22 0 0 0 138 68 Total room load Air required (dm) 3233 0 5568 256 1 156 0 206 9 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. AC ID W ft r1ghtSO' Right -Suite® Universal 2017 17.0.23 RSU23249 2017- Pug-181 Page 7 _ Lot 113 Barcelona C RHG Loft ILO Bed 2 - N.rup Calc = MJ8 Front Door faces N g WrightsofC Right,J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 113 Barcelona C RHG Loft I. - Date: Date: 07/02/2017 LF/LM Pan: RHG 7225 Sandsoove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web. w.waOneStopCooling.com License. CAC032444 1 2 3 4 5 Room name E)posed wall Room height Room dimensions Room area MBTH 21.5 ft 90 ft heatbool 10 x 136 O ft 136.0 ft' WNIC 8.0 ft 9.0 ft heatbool 10.5 x 8.0 ft 84.0 ft Ty Con&ucbon number U-value Btuh4F--F) Or HTM Btuht Area (tt or penmeter (ft) Load Btuh) Area (1t') or perimeter (1t) Load Btuh) Heat Cod Gross NiP/S Heat Cod Gross N)P/S Heat Cod 6 11 12B-Obw 4A5-2om--- 13A-4ocs 4AS2om 4B5-21m 12B-Os v""`'-' 4AS-2om 4BS-21m 4B5-2fn 13A-4ocs 11 DO 12B-09N 4AS-2om 4B5-2fm 13A-4oce 4A5-2om 4B5-21in 12B-09N 4A5-2om 13A-4ocs 4A5-2om 4A5-2omd 12C-09N 11DO 16B-30ad 19A-Obs m19C-19rs_ 22A-tpm- 0 097 0.550 0143 0 550 0540 0.D97 0 550 0.540 0.540 0143 0 390 0.097 0.550 0.540 0.143 0.550 0.540 0.097 0.550 0.143 0.550 0.580 0.091 ne ne- ne ne ne se se se se_ se se sw sN sa. sw sN sw nw nw.._..13.09 rtw nw rtw n_ T 2.31 13.09 3AO 13.09 12.85 T 231 13.09 1285 12.85 3.40 9.28 231 13.09 1285 3.40 13.09 12.85 2.31 ' 3.40 13.09 13.80 217 928 0.76 264 0.40 28.08 289 2224 3.00 2224 23.69 2.89 21.91 21.97 22.72 300 1254 i 2.89 21.91 23.32 3.00 22.70 13.78 289 22.24 3.00 2224 27.82 1.57 12-54 1.78 206 0.32 0.00 0 0 0 0 0 0 0 0 0 72 0 0 0 0 0 0 0 0 72 0 0 0 0 166 0 0 0 0 0- 0 0 0 206 0 0 0 0 0 0 0 0 j 0 0 0 0 0 0 0 0 0 0 V J G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 0 G G V,V 0 0 0 104 15 r 0 0 0 0 90 0 0 89 1 0 0 0 204 196 0 0 0 255 329 0 0 0 0 0 0 0 0 0 0 0 0 4 .._. 0 0 0 D 0 0 0 0 0 0 0 0 90 0 0 0 208 0 0 0 0 260 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I G 0 0 0 0 0 00 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 0 242 0 0 0 0-0 0 84 0 0 0 r.....-.._.. 0 64 0 0 Y 0 0 0 150 0 0 C- F F F_ -- 0.390 0.032 0295 0.049 1.180 136 0 0 136 0 104 0 84 0 0 0 0 0W0 w_ 0 0 0 0 0 0 6 c)AEDemirson 66 17 Envelope losskjan 712 1152 230 341 12 a) Infiltration b) Room "blaton 292 0 117 0 109 0 44 0 13 Intemal gains. Occupants @ 230 Appliancesbther 0 0 0 0 0 0 Subtotal (lines 6Io 13) 1004 1269 339 384 14 15 Less extemalload Lesstansfer Redistnbubon Subtotal DuctloadS 1 16% 49% 0 0 187 1191 190 0 0 318 1586 778 16% 49°/a 0 0 0 339 54 0 0 0 384 188 Total room load Air required (dm) 1381 0 2364 109 1 1 393 0 572 26 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. Fk wrightsOft30 Right - Suite® Universal 2017 17 023 RSU23249 2017 Aug 18 1 Pa9ge 8 Lot 113 Barcelona C RHG Loft ILO Bed 2 - Nlup Calc = MA Front Door faces N wrightsoftRight-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 113 Barcelona C RHG Loft I... Date: 07/02/2017 BBa rr LF/LM Ptan: RHG 7225 Sandscove Court, Writer Park, FL 32792 Phone (407) 629- 6920 Fax (407) 629- 9307 Web wwaOneStopCooling.00m License CAC032444 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area 0 ft 9. 0 1t heatlood 3. 5 x 55 It 19. 3 t BED3 27. 0 ft 90 It heaU000l 1. 0 x 139.3 ft 139 3 ft Ty Construction number U- value B1uhAF-' F) t Or HTM BtuW Area ( fly or perimeter (R) Load Btuh) Area ( 1tT) or perimeter (ft) Load Btuh) Heat Cod Gross NAP/5 Heat Cod Gross N)P/S Heat I Cool 6 11 U J 12 B49N 4A5- 2om i 13A4ocs 4A5- 2om 4B5- 2fm 12B- 0D4A5. 2om 4B5. 2fm 4BS2fm 13A- 0acs 11 DO 12B- 4A5- 2om 4B5- 2fi11-._,- 13A- 4ocs 4A5- 2om 4B5- 2fm 12B- 09N 4AS- 2om 13A- 4ocs 4A5- 2om 4A5- 2omd 0s+ v 12C0. 097 0. 550 0. 143 0. 550 0. 540 0. 097 0. 550 0. 540 0. 540 0143 0. 390 W- 0.097 0. 550 0. 540 0. 143 0. 550 0. 540 0. 097 ne ne, ne ne ne se se se se, se se _ iw sw sw 9N sv 9N nw nw, nw rw nw n_ 2. 31 I _ I3.09 3. 40 13. 09 12. 85 2- 31 13. 09 12. 85 12. 85 3. 40 9. 28 231 13. 09 1285 3. 40 13. 09 12. 85 2. 31 13. 09 340 1309 13 80 217 9. 28 076 264 0. 40 28 08 289 2224 300 2224 23. 69 2. 89 21. 91 21. 97 22- 72 3. 00 12. 54 2. 89 21. 91 23. 32 3. 00 22. 70 13. 78 W 289 m 2224 3. 00 2224 27 82 1. 57 1254 1. 78 2. 06 0. 32 0. 00 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 O 126 126 0 291 0 364 0 L--G 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 99 15 0 0 0 0 0 84 1 0 0 0 0 0 194 196 0 0 0 0 0 242 329 0 0 WO 0 0 O G G j D 0 0 Y -- D 0 0 0 0 0 0 18 0 0- 0-0 0 0_ 18 0 0 0 42 0 0 0 52 0 0 j 0 0 0 G 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 0 248 0 27 F- G vtl G 0 0 0 0 0 0 0 0 0 0 0 0 0 0.550 0. 143 0. 550 0. 580 0. 091 0. 390 0032 0295 0049 1. 180 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 139 0 85 r 0 0 0 0 0 0 19 T ,,,-,._ 0 0 0 0 0 0 0 0 0 0 0 C F= F F 11D0 166- 30ad_ 19A- Obscp- 19C- 19cscp 22A- tpm 1 9 0 0 0 15 0 34 139 0 106 0 0 0 0 85 0 34 0 00,,,_.„,_ 0 6 c) AED excursion 1 33 Envelope loss/gain 15 33 863 1294 12 a) Infiltration b) Room ventlaton 0 0 0 0 367 0 147 0 13 Internal gains Occupants@ 230 AppliancesbOw 0 0 0 1 230 0 Subtotal ( lines 6Io 13) 15 33 1230 1671 14 15 Less e.Aemal load Less transfer Redisinbution Subtotal Dud loads I 16% 49%1 0 0 15 0 0 0 0 33 0 0 16% 49% 0 0 5 1235 197 0 0 11 1682 825 Total room load Air required (din) 0 0 0 0 1432 0 2507 115 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2017- Pug-18 1039 30 WrlightSOft" light-Suite®Unrversal201717023RSU23249 - Page 1Lot 113 Barcelona C RHG Loft ILO Bed 2 - NJup Calc = MJ8 Front Door faces N wrightsoft, Right- J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 113 Barcelona C RHG Loft I... Date: 07/02/2017 LF/LM Pan: RHG 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fau (407) 629 - 9307 Web wAwOneStopCooling Conn License. CAC032444 1 2 3 4 5 Room name E>posed wall Room heaght Room dimensions Room area BTH3 5.0 ft 9.0 R heatkvd 5.5 x 5.5 ft 30.3 V TO13 15.5 tt 9.0 tt heaVcool 60 x 7.5 tt 45.0 V Ty Consbi0on number U-value BwhA?-'F) Or HTM Area (1t2) or perimeter (11) Load Btuh) Area (Its or perimeter (ft) Load Btuh) Heat Cod Gross NiP/S Heat Cod Gross NAPS Heat Cool 6 11 VjJ -- 12B-09N ' AA5-2om _ _ _ 13A4ocs 4A5-2om 4135-21m 12B-09N 4A5-2om 4135-21m 4135721im 13A4ocs 11DO-- 12B-0swv- 4A5.2om 4B5-2fin _ _ 13A-4ocs 4A5-2om 4B5-21m 12B4)sN 4AS2om _ _ _, 13A-4ocs 4A5.2om 4A5-2omd 12C-Osw 11DO 168-30ad 19"bscp 19C-19csc:p 22A-Qxn 0.097 0.550 0.143 0.550 0.540 0.097 0.550 0.540 0.540 0.143 0.390 0.097 0.5w 0.540 0.143 0.550 0.540 0 097 0.550 0.143 0.550 0.580 0.091 0.390 0 032 0295 0049 1.180 ne' ne. ne ne ne se se se se., se.. se sAi sw sv, sw sN sv nw nw., ryw nw nw n_ r,= 2.31 13.09 3.40 13.09 12.85 231 13.09 12.85 12.85 3.40 928 2.31 13.09 u128523.32 3.40 13.09 12.85 2.31 13.09 3.40 13.09 13.80 r 217 928 076 264 040 28.08 2.89 2224 3.00 2224 2369 2.89 21.91 21.97 2272 3.00 12.54 2.89 21.91 3 00 2270 13.78 2.89--0 2224 300 2224 27.82 1.57 1254 1.78 2.06 0.32 0.00 0 0 0 0 0 10 - 0 0 lb 0 18 0 42 0 52 G 0 0 0 45 0 0 6 0 0 0 39 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 90 0 0 77 0 0 0 0 0 0 0 0 113 0 0 136 0 0 0 0 0 0 0 y 54 0 0 u,,,,, __ 6 0 0 68 0 0 0 0 0 48 0 0 1 0 0 0 111 0 0 7.. 7,,,,,,,,136 0 0 156 0 0 0 0 0 0 139 0 0 0 0 195 0 0 w 0 0 0 0 ry. r .0 0 0 0 0 0 0 68 0 0 0 0 0 0 0 0 0 0 0 00 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 80 1. 0 14 0 t' C VV G 0 0 0 0 0 0 0 0 0 0 0 0 0'"`- 10 0 0 0 0 0-0 45 0 45 0 0 0 0 34 0 18 0 PII i-- 0-0 0 0 0 0 23 0 0 45 0 45 L-D C FW F F= 30 0 30 0 30 0 54 30 0 12 0 10 0 0 0 0 6 c)AED excursion 47 32 Envelope loss/gain 202 359 438 648 12 a) Infiltration b) Room ventilation 68 0 27 0 211 0 84 0 13 Internal gains. Omipants(d 230 Appliancesbther 0 0 0 0 0 0 Subtotal (lines 6 to 13) 270 386 648 732 14 15 Less external load Less transfer Redistribution Subtotal Dud loads 16% 49o/a 0 0 0 270 43 0 0 0 386 190 16% 491/6 0 0 0 648 103 0 0 0 732 359 Total room load Air required (dm) 313 0 576 26 752 0 1091 50 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. W Yi FfLsOfY' 2017-Pug-18 10 39:30 Right-SwteOUniversal 2017 17.0.23 RSU23249 Page 10 Lot 113 Barcelona C RHG Lott ILO Bed 2 - N rup Calc = MJ8 Front Door faces N wrightsoft" Right-J® Worksheet Job: Lot 113 Barcelona C RHG Loft I... Entire House Date: 07/02/2017 LF/LM One Stop Cooling and Heating Pan: RHG 7225 Sandsoove Court, VvInter Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web wwuOneStopCooling.com License CAC032444 1 2 3 4 5 Room name Exposed wall Room height Room dimensons Room area STR2 7.0 It 9.0 ft heaVmol 13.5 x 7.0 ft 94 5 f' BED 2 19.5 ft 9.0 ft heatlmol 10 x 144.0 ft 144.0 fP Ty Constvcbon number U-value BtuhA?-°F) Or HTM BtuhAt') Area (ft') or perimeter (1t) Load Btuh) Area (M or perimeter (ft) Load Btuh) Heat Cod Gross NIP/S Heat Cod Gross N)P/S Heat Cod 6 11 12B-0sw 4A5-2om _ - - 13A-4ars 4A5-2om 4B5-2fm 12B-09N 4A5-2om 4B5-2fm fm4B5-20.540 13A-4as 11 DO 12B-09N 4A5-2om 4B5-2fm,...,, - 13A4oce 4A5-2om 4B5-2f n _ 12B-0syv 4A5-2om 13A-0ors 4A5-2om 4A5-2omd 12C-09N 11 D0 _.., 16B-30ad 19A-0bscp 19C-19cscp 22A-tpm 0.097 0.550 0.143 0.550 0.540 0.097 0 550 0 540 0143 0 390 0.097 0.550 0.540 0.143 0.550 0.540 0.097 0.550 0.143 0.550 0.580 0.091 0.390 0.032 0.295 0.049 1.180 ne ne, ne ne ne se se se se, se se sw 9N sN, sN sw sN nw rtw. rtw rnv rrw, n_ 2.31 I3.09 3.40 13.09 12.85 Z31 13.09 12.85 12.85 340 928 231 13.09 1285 3.40 13.09 12 85 231 13.09 3.40 1309 1380 217 9.28 0.76 264 0.40 28.08 2.89 22.24 3.00 2224 23.69 2.89 21.91 21.97 2272 3.00 12.54 2.89 21.91 23.32 3.00 2270 13.78 2.89 22-24 3.00 2224 27.82 1.57 12.54 1.78 2.06 0.32 0.00 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 72 0 4 0 0 0 0 157 0 51 0 0 0 0 196 0 88 0 0 0 D 0 0 0 0 0 0 0 0 0 0 111 0 193 0 0 0 0 0 0 0 0 0 139 0 350 0 0 0 68 0 1 00 0 0 63 0 15 0 0 0 0 0 0 48 0 1 0 0 104 15 0 0 0 89 1 0 0 0 204 196 0 0 255 329 0 0 0 0 0 0 0 0 0 0 0 W0 0 0 0 0 0 0 0 0 0 0 0 W . - 0 0 0 0 r W 1- G 0 0 0 0 0 0 0 0- 0-0-0 0 0 0 0 168 0 0 0 W L-t 0 0 0 0 0 0_ 0 0 0 0 0 0 0 0 0 0 T 0 0 256 25 0 G 0 0 0 0- 0-0 95 0 0 0- 0-0 o 0 C _ F_ 95 0 72 D 144 12 0 0 144 M 12 0 0 110 32 0 0 0 0 FF - 0 0 0 0 0 6 c)AEDexcurson 105 14 Envelope loss/gain 376 7621 750 1164 12 a) Infiltraton b) Room venfilation 95 0 38 0 265 0 106 0 13 Internal gains. Occupants @ 230 Appliancesbtller 0 0 0 1 230 0 Subtotal ( Irnes6 to 13) 471 Boo 1015 1500 14 15 Less external load Less transfer Redistnbution Sub0tal Dud loads 1161% 490% 0 0 471 0 0 0 0 800 0 0 16%1 499/o 0 0 152 1168 186 0 0 259 1758 863 Total room load Air required (dm) 0 0 0 0 1354 0 2621 120 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. W 1't 11t40ft' _ 2017-Pug-1810 39 30 9 Right -Suite® Universal 2017 17.0.23 RSU23249 Page 11 Lot 113 Barcelona C RHG Loft I1-0 Bed 2 - N.rup Calc = MA Front Door faces N Duct System Summary Job: Lot113BarcelonaCRHG... wri jhtsoft• Date: 07/02/2017 Entire House W. LF/LM One Stop Cooling and Heating Plan: RHG 7225 Sandsoove Court, Writer Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Wab: v wiOneStopCoohng o m License CAC032444 For. Park Square Homes Sanford, FL External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual airflow Total effective length (TEL) Heating 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.251 /0.089 in H2O 0.110 in/100ft 0 cfm 309 Coding 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.251 /0.089 in H2O 0.110 in/100ft 1567 cfm Name Design Btuh) Htg cfm) Clg dm) Design FR Diam in) H x W in) Dud Mat Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BED c 2621 0 120 0.150 7.0 Ox0 VIFx 27.3 140.0 st5 BED/OFFI c 1647 0 76 0.135 6.0 Ox 0 VIFx 40.6 145.0 st3 BED3 C 2507 0 115 0.142 6.0 Ox 0 VIFx 32.1 145.0 st5 BTH1 c 658 0 30 0.133 4.0 Ox 0 VIFx 44.6 145.0 st3 BTm c 576 0 26 0.152 4.0 Ox 0 VIFx 25.0 140.0 st5 DIN c 3269 0 150 0.110 7.0 Ox 0 VIFx 63.6 165.0 st4 GATH C 2789 0 128 0.110 7.0 Ox 0 VIFx 63.1 165.0 st4 GP71+A c 2789 0 128 0.116 7.0 Ox 0 VIFx 57.6 160.0 st4 Krr C 2548 0 117 0.110 7.0 Ox 0 VIFx 62.6 165.0 st4 LAUN c 2468 0 113 0.140 6.0 Ox 0 VIFx 40.1 140.0 st3 LOFT c 2217 0 102 0.205 6.0 Ox 0 VIFx 17.5 105.0 st2 MBED-A C 5568 0 256 0.160 9.0 Ox 0 VIFx 32.1 125.0 SO METH c 2364 0 109 0.163 6.0 Ox 0 VIFx 29.6 125.0 st6 MTol c 206 0 9 0.176 4.0 Ox 0 VIFx 28.0 115.0 st6 MwC c 572 0 26 0.161 4.0 Ox 0 VIFx 31.4 125.0 st6 T0I3 c 1091 0 50 0.151 4.0 Ox 0 VIFx 26.5 140.0 sty VIAC c 239 0 11 0.131 4.0 Ox 0 VIFx 46.8 145.0 st3 2017-Pug-I8 10 39 32 y y wrightsoft• Fight-Surte®Universal 2017 17.023 RSU23249 Page 1 AGCK ...\Lot 113 Barcelona C RHG Loft ILO Bed 2 - N.rup Calc = MJ8 Front Door faoes N Name Trunk Type Htg dm) Clg dm) Design FR Veloc fpm) Diam in) H x W in) Dud Material Trunk st1 PeakAVF 0 753 0.110 705 14.0 0 x 0 VinlFlx st4 PeakAVF 0 523 0.110 666 12.0 0 x 0 VinlFlx st3 st3 PeakAVF 0 753 0.110 705 14.0 0 x 0 VinlFlx st1 st5 PeakAVF 0 312 0.142 572 10.0 0 x 0 VinlFlx st2 st6 PeakAVF 0 400 0.160 509 12.0 0 x 0 VinlFlx st2 st2 PeakAVF 0 814 0.142 761 14.0 0 x 0 VinlFlx Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) dm) dm) M FR fpm) in) in) Opening (in) Mat! Trunk rb1 Ox 0 0 1452 80.6 0.110 665 20.0 Ox 0 VIFx rb2 Ox 0 0 115 38.6 0.230 431 7.0 Ox 0 VIFx 2017-Pug-1810 39 32 wrightsoft' Right-Suite®Urnnersal201717.0.23RSU23249 Page AC-Ck ..ALot 113 Barcelona C RHG Lott ILO Bed 2 - N.rup Calc = MJ8 Front Door faces N Static Pressure and Friction Rate Job: Lot 113 Barcelona C RHG ... wrightsofte Date: 07,02/2017 Entire House W. LFILM One Stop Cooling and Heating Plan: RHG 7225 Sandsoove Court, VAnter Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Nkb ww&0neStopCoohng.mm License. CAC032444 For. Park Square Homes Sanford, FL 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 Retum ft) ft) Measured length of run -out 12 6 Measured length of trunk 52 0 Equivalent length of fittings 165 75 Total length 229 81 Total effective length 309 Friction Heating Coding in/100ft) in/100ft) Supply Duds 0.110 OK 0.110 OK Return Duds 0.110 OK 0.110 OK Supply 4X=35, 11A=20, 11 G=5, 11 G=5, 11 A=20, 11 J=15, 111=10, 11 G=5, 1 A=35, 11 G=5, 11 G=5, 11 G=5: TotalEL=165 Return 6M=20, 6A3=40, 5E1=10, 11G=5: TotalEL=75 2017-Aug-18 10 39 32 wrightsoft' Rght-Swte®Unnersal 2017 17.0.23 RSU23249 Page 1 ACCK ...\Lot 113 Barcelona C RFIG Loft ILO Bed 2 - N.rup Calc = MJ8 Front Door faces N FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 113 Barcelona C RHG Loft ILO Bed 2 - N Builder Name. One Stop Cooling and Heating Street Permit Office SEMINOLE City, State, Zip: Sanford , FL , Permit Number: Owner: Park Square Homes Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/doorjambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside of and cantilevered floors) subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 7/2/2017 12:04 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 0 Level 1 z CHTS I , I DIN Y 10X8-- 150 ctm \ , r 7 i FBB3 `7' ` " 10X10.2/ I t — 128cfrn FI ac,i i+zT 1 0 7 jiA iai.4T G TH /' r 11 117ctrni re i % / 7" ; 10X8KIT 1OX10-2 f aI 1 128 cim 12 " SIM i I-,--- 10X6/ I STR1' 76 ctm 7 f`- _ ----- BEDIOFFI i s" / 8X4----------FBB21.13 11 chn SD l10x;J0 FOY 10X6 ti \ 113cfm 10x10 _ WIC I, 4 — y C „HALL) ss I LAUN ,I r 8X4 jy\ FBB1!I1 , I1; `i `V EF1 VTREF1 = 50 CFM Fan Sup RiserLa EF2 = 80 CFM,Fan ! 1a" __ A/G1 40TON EF3 = 110 CFM"Fan _ j ` ti 16 o SEER H.P EFL1 = 50 CFM' Fan_- EFL2 = 80 CFM Fan EFL3 = 110 CFM Ian---------------- VTR = Vent to Roof 1 _ VTW = Vent to Wall ', - I GARAGE-4 DV = Dryer Vent RV = Range Vent 1 G I n Lineset Chase — — r I Condensate - - - Thermostat 18/8 OT SRB = Small Reduction Box LRB = Large Reduction Box FBB = Feld Built Box Zone Damper 1 -14" Zone Damper -14" Bypass Damper-12" Level 2 r-- -- - - i i MBED;""' EFi VT 12X12.1%; 256cfn1 r- J 8X4 MTOI 4" SRB2 g" 9Cfm k `- I 4;, EFIVTR a i 10X6E. 16x16 f 26cfm- iP' BTH tea MwC STR2 102 cim A, 6- t t i k 7A FMFJfE LRB1 14" l OX8 LO r : sn 120 c g 10 " AF 9 F. F i i — 4i12' C.0 FAAME Sup Riser 14^ EF1 = 50 CFM Fan EF2 = 80 CFM Fan EF3 = 110 CFM Fan EFL1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan Lf_- -__._ _ _ VTR = Vent to Roof- - - - - - VFW = Vent to Wall DV = Dryer Vent RV = Range Vent Lineset Chase — — Condensate - Thermostat 18/8 OT SRB = Small Reduction Box LRB = Large Reduction Box FBB = Field Built Box ss P ` 'f j SRB _ EN VTR- O `• TH3 j. y` 26 cfm 50orfrn' 8X4 ,r 10X6- m , 115cfm 10X10 115cfm 1452 cfm • I0130X18,P,; RE-* a[ C.G. FAi JTE BED3 10X6- m , 115cfm 10X10 115cfm 1452 cfm • I0130X18,P,; RE-* a[ C.G. FAi JTE BED3 DESCRIPTION AS FURNISHED: Lot 113, WYNDHAM PRESERVE, as recorded in Plat Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); — 1 Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America REMAINDER OF LOT 13 PALMERS SUBDIVISION (PLAT BOOK 2, PAGE 41) REC. 1/2" I.R. NO I.D. (B•B•) S 89043' 10" W 0.1' NORTH REC. 112" I.R. 1.0, EAST (WP) 40. 00 NO I.D. LOT 113 I L. V I (K L 29.50' 29.50' 29.50' d v t 3.5'x3.5' ti AC PAD 5.00' 1 16.0' 5.00' 1 J 14.0' COV'D. CONC. 1S. 00' 6. 0' TWO STORY 1A RESIDENCE O 9, F.F.=30.03' LOT 114 r" LOT 112 Q) 0 ? y ^ 2i , o O ^ K h5. 00' -- 8 0' O o COV'D. N CONC. 8. 0' o fo w 3 U 22. 0' 5. 00' BRICK WALK 25. 50' 25.61 2 9" 0 2' 10' UTIL. ESMT. 0 0.1' 3' ONONION- REC. 112" I.R. SET N&D SET N&D NO I.D. J4596 4596 0. 2SOUTH (WP D= 04 ° 18' 31 " S 89°43' >0" W SETBACKS AS FURNISHED R=>so.00' FRONT 25'(•) 28.73' L= 1 1.28' REAR = 20' C= 1 1.28, SIDE = 5' ( 40' LOT) 7.5' ( 60' LOT) CB=S 88°07' 35" E 10' (75' LOT) SIDE STREET = 25' (60' & 75' LOT) FLICKER COVE 15' (40' LOT) ryo`o(50' PRIVATE R/W) tiG o 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 PI R DRAINAGE PLANS G PROPOSED DRAINAGE FLOW 1-07 GRADING TYPE B pR0 PROPOSED F. F. PER PLANS = 30.0' R CR USF' NMEYEE - SCOTT & ASSOC, INC. - LAND ASI UR VEYOR,51 LLGCND - LEGEND - 1. . PLAT PAL • POINT ON LINE ES., E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 F FIELD TYP. • TYPICAL NOTES: IP. IRON PIP[ PRL. POINT OF REVERS[ CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FI.ORIDA BOARD OF I.P, • IRON ROD P.C,C. POINT OF CRPOUND CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER SJ-17 FLORIDA ADMINISIRATNE CODE PURSUANT ro SECTION 471.027, FLORIDA STATUES CH. CONCRETE MONUMENT RAD. •RADIAL SFT IP 1/2• I.R /BLB 4596 N.R. - NON -RADIAL 1. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL. THIS SURVEY MAP OR COPIES ARE N07 VALID NEC. RECOVERED V.P. WITNESS POINT J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS P.O. D. - POINT OF BEGINNING CALL. CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY. P fLt. • POINT OF COMMENCEMENT FAX • PERMANCNT REFERENCE MONUMENT 4, NO VNOERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. E •CENTERLINE FF. FINISHED FLOOR ELEVATION S. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. NLD NAIL L DISK BSL lU1LDING SETBACK LINE PTV RIfiHT- OF-W,Ar B1L BUILDING 6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED 70 RECONSTRUCT BOUNDARY LINES ESMT. EASEMENT B.B. BASE BEARING 7. BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B) DRAIN. DRAINAGE a. ELEVATIONS, IF SHOWN, ARE BASED ON NOTIONAL GEODETIC VERTICAL DATUM OF I929, UNLESS OTHERWISE NOTED. UTH . UTILITY 9. CERTIFICATE OF AUIHORIIATION w • 4596. CLFC. CHAIN LINK FENCE WD.rC. WOOD FENCE C/D CONCRETE DLDCK SCALE f-- f • 20' - DRAWN BY: ••• PC POINT OF CURVATURE I --- r.T. POINT OF TANGENCY CERTIFIED BY: _____ ORDER N° DO SC. UESCRIPIION P PADIUC FORMBOARD FOUNDATION/ELEVS. 07-26-17 3045-17 L • ARC LENGTH FINAL/ELEVS. 02-28-18 1189-18 D DELTA C CHORD C N C14ORD BEARING NORTH /\•mil THIS BUILDING\ PROPERTY DOES NOT LIE WITHIN - - - f/- THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER "FIRM" T GRUSEN YER, R.L.S. / 4714 ZONE •x• MAP / 12117CO090 F (09-28-07) JAMW SCOT R.LS p 4801 i'i Revision M Y-(1cx--Ao Response to Comments City of Sanford Building & Fire Prevention -division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 1-1. • \--- \ Fj Submittal Date \\ ag • \, Project Address: ol(o of I V—V QC *S COU2 LO-7" Contact: `M:cY,,P,\\q— Ph:o1`5aq\35 Fax: Email: \ • csJrn Trades encompassed in revision: 7 Building Plumbing Electrical Mechanical Life Safety Waste Water General description of revision: ROUTING INFORMATION Department Approvals Utilities , Waste Water Planning Engineering Fire Prevention Building I I- Zq - ( 7 on RECORD COPY dvanrage Plumbing inir— Vr e Sian A- h 3 lly 4I 17-1715 SANE R® lie v L 3 3y A v SAY . 3 N v EV1S10N , R Revision-E7 Response to Comments City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 ECEIVE Email: building@sanfordfl.gov NAV 0 , L Permit # 11 11 \ S Submi Date \1 Project Address: OG& J Contact: `c ,(N% ra_\¢o rVa saw, Ph: 401 5aG 3135 w Fax: Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety I Waste Water General description of revision: flQsl w,Ws \3 5 oust 3 o'1 a • '}. sczc, ¢x rcci`l cc,.a cS C' • \Q •r i 1Jq . ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 13 Building l r 6- 17 I FORM R405-2014 RECORD COPY REVISION FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department'of Business and Professional Regulation - Residential Performance Method Project Name: Lot 113 Barcelona C RHG Loft ILO Bed 2 - N Builder Name: One Stop Cooling and Heating Street: a \ F\ -r C.ct- Permit Office: City of Sanford City, State, Zip: Sanford , FL , Permit Number. 1-1. 1-1 15 , OSANFOnoOwner: Park Square Homes Jurisdiction: 691500 Design Location. FL, Orlando County.: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types (2911.7 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=11.0 1521.00 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 1185.30 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 205.33 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1489.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1489.00 ft2 6. Conditioned floor area above grade (ft2) 2413 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(298.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 482.6 a. U-Factor: Dbl, U=0.55 { 165.00 ft2 SHGC: SHGC=0.22 b. U-Factor Dbl, U=0.54 69.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 1` a. Central Unit 47.0 SEER:16.00 c. U-Factor: Dbl, U=0.58 [ 64.00 ft2 SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 45.5 HSPF.9.00 SHGC- Area Weighted Average Overhang Depth: 2.454 ft. Area Weighted Average SHGC: 0.233 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2413.0 sqft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 1186.00 ft2 b. Conservation features b. Floor Over Other Space R=0.0 916.00 ft2 None c. other (see details) R= 311.00 ft2 15. Credits Pstat i Total Proposed Modified Loads: 71.19 Glass/Floor Area: 0.123 PASSITotalBaselineLoads: 73.33 1 hereby certify that.the plans and specifications covered by Review of the plans and 1HE S741 this calculation are in compliance with the Florida Energy specifications covered by this 0 Code. ; Digitally signed by Luis MoralesLuisMorales, calculation indicates compliance Florida Energy Code. c,u„ ' _ '.' , • Date 2017.10.1309.2328-04'00 with the PREPARED BY: ' Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 l,fl a I hereby certify that this-buil 'n , as de si ed, is in compliance Florida Statutes. 1,- with the Florida EnergyCQD OWNER/AGENT; BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to,outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 Qn for whole house. 10/12/2017 4:59 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: Lot 113 Barcelona C RHG Lof Bedrooms 4 Address Type: Street Address Building Type: User Conditioned Area- 2413 Lot # 113 Owner: Park Square Homes Total Stories. 2 Block/SubDivision: WYNDHAM PRESERV of Units: 1 Worst Case: No PlatBook- Builder Name: One Stop Cooling and Heatm Rotate Angle: 225 Street: 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 IECC Design Temp Int Design Temp Heating Design Daily Temp I/ Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2413 22072.8 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1 st Floor 1186 11029.8 Yes 1 1 1 Yes Yes Yes 2 2nd Floor 1227 11043 No 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor 2nd Floor ____ ____ 135 ft' 11 0.29 0 0.71 2 Floor over Garage 2nd Floor — __ 176 ft' 11' 0.29 0 0.71 3Slab-On-Grade Edge Insulatio lst Floor 127 ft 1186 ft' 0.29 0 0.71 4 Floor Over Other Space 2nd Floor -___ 916 ft' 0.29 0 0.71 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch v # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or shed Composition shingles 1665 ft' 372 ft' 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 1489 ft' N N 10/12/2017 4 59 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 I CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1 st Floor 30 Blown 1489 ft2 0.1 Wood WALLS Adjacent Ca vity Width Height Sheathing Framing Solar Below Space 1 NE=>W Exterior Frame - Wood 2nd Floor 11 54 6 9 0 490.5 ft2 0 0.25 0.8 0 2 NE=>W Exterior Concrete Block- Int Insul 1st Floor 4.1 44 6 9 4 415.3 ft2 0 0 0.8 0 3 SE=>N Exterior Frame - Wood 2nd Floor 11 30 0 9 0 270.0 ft2 0 0.25 0.8 0 4 SE=>N Exterior Concrete Block - Int Insul 1 st Floor 4.1 8 0 9 4 74.7 ft2 0 0 0.8 0 5 SW=>E Exterior Frame - Wood 2nd Floor 11 54 6 9 0 490.5 ft2 0 0.25 0.8 0 6 SW=>E Exterior Concrete Block - Int Insul 1 st Floor 4.1 44 6 9 4 415.3 ft2 0 0 0.8 0 7 NW=>S Exterior Frame - Wood 2nd Floor 11 30 0 9 0 270.0 ft2 0 0.25 0.8 0 8 NW=>S Exterior Concrete Block - Int Insul 1 st Floor 4.1 30 0 9 4 280.0 ft2 0 0 0.8 0 9 S Garage Frame - Wood 1 st Floor 11 22 0 9 4 205.3 ft2 0 0.25 0.8 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 SE=>N Insulated 1 st Floor None 39 3 8 24 ft2 2 -=>S Wood 1 st Floor None 39 2 8 8 21.3 ft2 WINDOWS Orientation shown is the entered orientation (=>) changed to As Built rotated 225 degrees). Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 NE=>W 1 Metal Law-E Double Yes 0.55 0.22 15.0 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds None 2 NE=>W 1 Metal Low-E Double Yes 0.54 0.25 12.0 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds None 3 NE=>W 2 Metal Low-E Double Yes 0.55 0.22 45.0 ft2 1 ft 0 in 11 ft 0 in Drapes/blinds No 4 NE=>W 2 Metal Low-E Double Yes 0.54 0.25 4.0 ft2 1 ft 0 in 11• ft 0 in Drapes/blinds None 5 SE=>N 3 Metal Low-E Double Yes 0.55 0.22 15.0 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds None 6 SE=>N 3 Metal Low-E Double Yes 0.54 0.25 4.0 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds None 7 SE=>N 3 Metal Low-E Double Yes 0.54 0.25 12.0 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds None 8 SW=>E 5 Metal Low-E Double Yes 0.54 0.25 3.0 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds None 9 SW=>E 5 Metal Low-E Double Yes 0.54 0.25 15.0 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds None 10 SW=>E 5 Metal Low-E Double Yes 0.55 0.22 15.0 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds None 11 SW=>E 5 Metal Low-E Double Yes 0.54 0.25 15.0 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds None 12 SW=>E 6 Metal Low-E Double Yes 0.55 0.22 15.0 ft2 1 ft 0 in 11 ft 0 in Drapes/blinds None 13 SW=>E 6 Metal Low-E Double Yes- 0.54 0.25 4.0 ft2 8 ft 0 in 1-ft 4 in Drapes/blinds None 14 NW=>S 7 Metal- L-ow-E Double Yes 0.55 0.22 30.0 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds None 15 NW=>S 8 Metal Low-E Double Yes 0.55 0.22 30.0 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None 16 NW=>S 8 Metal Low-E Double Yes 0.58 0.25 64.0 ft2 7 ft 4 in 1 ft 4 in None None 10/12/2017 4 59 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 i GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height . Exposed Wall Insulation 1 455 ftZ 455 ft' 62 ft 9.3 ft 1 INFILTRATION Scope Method ' SLA CFM 50 ELA • EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000407 2575.2 141.37 265.87 .3657 7 HEATING SYSTEM System Type + Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:9 45.5 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 16 47 kBtu/hr 1410 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 Storage System Model # Collector Model # Area Volume FEF None None ft2 DUCTS Supply — Location R-Value Area Return — Air CFM 25 CFM25 HVAC # Location Area Leakage Type Handler TOT • OUT QN RLF Heat Cool 1 Attic 6 482.6 ft Attic 120.65 Prop. Leak Free 2nd Floor — cfm 72.4 cfm 0.03 0.50 1 1 10/12/2017 4:59 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 TEMPERATURES Programable Thermostat: Y Ceiling Fans- Coolin jj ]]Jan jj Feb Mar A r j Ma Jun Jul X Au X Se Oct Nov Dec Heating (X] Jan X] Feb MarXj j APr j Mayj Junrj Julri AuSep Oct Nov X] Dec Ventin [ ] Jan j Feb XMar Xj Apr [ May Jun Jul Aug Sep Oct X Nov J 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 1 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 10/ 12/2017 4:59 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FOkM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Buildin Performance and Prescriptive Methods ADDRESS- Permit Number - Sanford , FL , MANDATORY REQUIREMENTS See individual code sections for full details. 13 401.3 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 Statues] 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 compliance for the building. A copy of the EPL display card can be found in Appendix C. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O 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 402.4.1.1, 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 of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off, and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402.4.2 Fireplaces. New -wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air IeakagpV indows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. O R402.4.4 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 L/s) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1.1 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. O R403.2.2 Sealing (Mandatory)lll ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be -verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Flonda Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test. Total leakage shall be less than or equal to 4 cfm (113 L/min) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test. Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm (85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions. 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 10/12/2017 5-00 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 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., 1 R403.3:1 Protection of piping insulation. ` - - ' "" ` ' - R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water, circulating pump when the system is not in use. R403.4.3 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 '/2 inches (89 mm) in the hot water'distribution line and cold water line located as close as possible to the storage tank. R_403.4.4 Water heater efficiencies (Mandatory). O R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 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). R403.4.4.1.2 Shutdown. 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. O R403.4.4.2 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 met the criteria Section R403.4.4.2.1. R403.4.4.2.1 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. R403.5 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. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. O R403.6.1 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 which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its totar 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 6, 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. 10/12/2017 5*00 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection 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 temperature 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: Attached single- and multi -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 multi -family units, the capacity of equipment may be sized in accordance with good design practice. 0 R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 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 R403.6.1. 0 R403.6.1.3 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. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt 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 55°F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F. R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space 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 gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed 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: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. 1 0 R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 10/12/2017 5:00 PM EnergyGauge® USA - FlaRes2014 - Section R405 4.1 Com Page 3 of 3 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 97 The lower the EnergyPerformance Index, the more efficient the home. 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 (ft') 7. Windows." Description a. U-Factor: Dbl, U=0.55 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.54 SHGC: SHGC=0.25 c. U-Factor: Dbl, U=0.58 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. Frame - Wood, Exterior b. Concrete Block - Int Insul, Exterior 1 c. Frame - Wood, Adjacent 4 d. N/A 10. Ceiling TypesNoa. Under Attic (Vented) 2413 b. N/A Area c. N/A 165.00 ft' 11. Ducts a. Sup: Attic, Ret: Attic, AH: 2nd Floor 69.00 ft' 12. Cooling systems 64.00 ft' a. Central Unit ft' 2.454 ft. 0.233 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1186.00 ft' b. Floor Over Other Space R=0.0 916.00 ft' c. other (see details) R= 311.00 ft' 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 compli ea ),es. Builder Signature: Date: . • -\ Address of New Home: a.Cflo1\ sr. City/FL Zip: Insulation Area R=11.0 1521.06 ft' R=4.1 1185.30 ft' R=11.0 205.33 ft' R= ft' Insulation Area R=30.0 1489.00 ft' R= ft' R= ft' R ft' 6 482.6 kBtu/hr Efficiency 47.0 SEER:16.00 kBtu/hr Efficiency 45.5 HSPF 9.00 Cap: 50 gallons EF: 0.9 Pstat yp4 SHE S742', ZZ C OD 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. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For Information about the Florida Building Code, Energy. Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 10/12/2017 5:00 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 Project Summary Job: Lot 113 Barcelona C RHG ... wrightsoftv Date: 07/02/2017 Entire House By: LF/LM One Stop Cooling and Heating f Plan: RHG 7225 Sandscove Court, winter Park FL 32792 Phone (407) 629 - 6920 Fax. (407) 629 - 9307 web: wwwOneStopCooling.com License CAC032444 For. Park Square Homes rdSanfo, FL- _ . . Notes: M• Weather. Orlando ExecutiveAP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 OF Outside db 93 OF Inside db 68 OF Inside db 74 OF Design TD 24 OF Design TD 19 OF Daily range L Relative humidity 50 Moisture difference 46 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 20528 Btuh Structure 22816 Btuh Ducts 3299 Btuh Ducts 11232 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 23827 Btuh Use manufacturers data n Rate/swing multiplier 0.98 Infiltration Equipment sensible load 33232 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3489 Btuh Ducts 2317 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling none) Area (ft2) 2502 2505 Equipment latent load 5806 Btuh Volume (ft') 22898 22898 Air changes/hour r 0.41 0.21 Equipment Total Load (Sen+Lat) 39037 Btuh Equiv. AVF (cfm) 156 80 Req. total capacity at 0.75 SHR 3.7 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR6048H1 Cond 4TWR6048H1 AHRI ref 7563627 Coil TEM6AOD48H41++TDR AHRI ref 7563627 Efficiency 9 HSPF Efficiency 13.0 EER, 16 SEER Heating input Sensible cooling 35250 Btuh Heating output 45500 Btuh @ 47°F Latent cooling 11750 Btuh Temperature rise 0 OF Total cooling 47000 Btuh Actual airflow 0 ckn Actual airflow 1567 cfm Airflowfactor 0' cfm/Btuh ' Airflowfactor 0.046 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.85 Capacity balance point = 28 °F Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2017-Oct-12 16 05 wriightsoft` Right -Suite® Universal 2017 17.0.28 RSU16793 Pagege 11 ACCA ...\Lot 113 Barcelona C RHG Loft ILO Bed 2 - N.rup Calc = MJ8 Front Door faces N wrightsoft' Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 113 Barcelona C RHG Loft I... Date: 07/02/2017 LF/LM P an: RHG 7225 Sandscove Court, Writer Park FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 web w mmOneStopCooling.00m License CAC032444 1 Room name 1 Entire House FOY 2 Exposed wall 296.0 ft 17.5 ft 3 Room height 91 ft d 9.3 ft heat/cod 4 Room dimensions I 10 x 168.0 ft 5 Room -area 2504.5 ft' 168.0 ft' Ty Construction U-value Or HTM ' ' Area ' (112) "' Load Area (1t Load number BtuhAP--'F) Btuh/n or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 128-0sw -r 0.097 ne-- 2 31 2.89 491 464 1070 1338 0 0 0 0 4A5-2om 0.550 ne 13.09 22.24 15 0 196 334 0 0 0 0 48S2fm., - 0,540 ne. I285 23.69 12 0 1 2 0 0 I 0 0 v_ ,..-r 13A-0om 0. 550 ne 3.09 3. 24 445 360 1589 1001 0 0 0 0 11 4A5-tom 0.550 ne 13.09 22.24 45 0 589 1001 0 0 0 0 4B5-2fm 0 540 ne 12.85 23 69 4 0 51 95 0 0 0 0 12B-0sni rW _ 0.097 Se 231 2.89 270 239 552 690 r 0 l - 0 0 0 4A5-2f m 151 388 0 0 0 0 C 4B5-2fm 0.540 se 12.85 21. 72 4 1 51 68 0 0 0 0 4B5-2tm ., _ n r' L k 0.540 se 12.85 22. 97 12 2 154 273 0 0 L ' 0 u i 0 t13A-4as 0143 se 3.40 3.00 74 50 24 172 223 151 301 74 24 50 24 172 223 151 301D w 11 D0 - 12B-0sw 0 390 0.097 Se sw 9.28 231 12.54 2.89 24 491 443 1022 1277 w --- 0 0 0 0 4A5-2om 0.540 sw 1285 19.73 3 1 39 59 0 0. 0 0 4A5.20m 0.540 sw 12.85 23.32 15 1 193 350 0 0 0 0 4A5-2om 0.550 sw 13 09 21.91 15 1 196 329 0 0 0 0 0 0.540 9& 1285 23.32 193 350 0 y.0 0 13A-4ocs 0.143 sw 3.40 3.00 414 395 1344 1183 88 73 250 220 4A5-2om 0 550 sw 13.09 22.70 15 0 196 341 15 0 196 341 4B5-2fm 0 540 12.85 13.78 4 4 51 55 0 0 0 0 128-Osyv ' 0.097 rsw- rnv 231 2.89 270 E 240 S54 r ,' -; 693 667 0 0 0 0 0 0 0 4A5 tom. _........... __ 13A-4ocs 0.550 0.143 nw nw 13.09 3.40 F 22.24 3.00 30 279 0 185 393 630 f f ` 554 0 0 0 0 0Iw F---c; 4A5-2om 0.550 nw 13.09 2224 30 0 393 667 0 0 0 0 L 4A5-2omd 0 580 nw 13.80 27.82 64 0 883 1780 0 0 0 0 P 12C-09w -- - i- 0.091 217 1.57 205 183 t 397 288 0 0 Y 0 0 11DO : 0.390 n 9.28 12.54 121 21 198 267 0..._ 0 0 C 16B-30ad 0.032 0.76 1.78 1489 1.489 1134 2652 0 0 0 0 F.- .., 19A-0bscp _ . 0295 2 64 2.06 132 w 132 348 272 0 0 y 0 0 F 19C-19rSCD 0.049 040 0.32 166 166 67 52 0 0 0 0 1.180 28.08 0.00 1191 127 3567 0 168 18 w-,491 0 ei __ - Tn .. _ r. ..u.....i ram _.., A._... a ._ IIN` Pl "ri 44•.r._iiL ev..l.Y-.t- i,. .a i _..F may._. -_ 11- 4. . : u.-.J n f+...r e... r.. k..-... _w ••..-...-._....,. i- 3ti,,.-.. aL.. _,,. 1 r.,w..w+w w,....,,.. 7 i._-..-.} w? fir.~.-..:a 9ai w-,.. kL...- F«-.a. i,..i. W..r. a.y..-.._ t.._-_. ir..._ -- mom_ K ..,. fnr-...r.. c.,.•-..r.__ 2. _.. r _-.. r+,rs r,-•,. 6 c)AED excursion 523 52 Envelope loss/gain 16448 18333 1332 1064 12 a) 'Infiltrabon 4080 1633 246 98 b) Room venttlatton 0 0 0 0 13 Intemal gains Occupants@ 230 5 1150 0 0 Applianoes/ottw 1700 0 Subtotal (lines 6to 13) 20528 22816 1577 1162 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistnbuhon 0 0 1577 1162 14 Subtotal 20528 22816 0 0 15 Duct loads 16%1 499/6 3299 11232 16% 49% 0 0 Total room bad I 238271 34049 0 0 Air required (dm) 0 1567 101 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 1- wri 17t5Uft' 2017-Oct-12 16 05 34i 9 Right-Sude®Universal 2017 17 0.28 RSU16793 Page 1 Lot 113 Barcelona C RHG Loft ILO Bed 2 - N.rup Calc = MJ8 Front Door faces, N wrightsoft, Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 113 Barcelona C RHG Loft I... Date: 07/02/2017 LF/LM Pan: RHG - 7225 Sandscove Court, Vvfiter Park, FL 32792 Phone (407) 629 - 6920 Far (407) 629 - 9307 Web wwwOneStopCooling.com License CAC032444 1 Room name LOFT DIN 2 Exposed wall 16.0 ft 34.5 ft 3 Room height 9.0 ft heat/cool 9.3 It heakod 4 Room dimensions 1.0 x 281.8 ft 14.0 x 13.0 ft 5 Room area 281.8 ft' 182 0 ft' Ty' Construchon number U-value Btuh/ft'--°F) Or HTM BtuhR" Area (1t2) or penmeter (ft) Load 61uh) Area (ft') or perimeter (ft) Load Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 12B-0sw 4A5-2om 0 097 0.550 0.540 ne ne ne, 231 13 09 285 289 2224 23.69 126 0 114 r 0 0 263 0 154 329 0 284 0 0 a. 0 0 0 0 0 0 0 0 0 0 V J 13A-4ocs 0.143 ne 340 3.00 12 0 0 0 0 70 70 237 209 1 1 4A5-2om 0 550 ne 13.09 22.24 0 0 0 0 0 0 0 0 L-G 48S2fin 126-09w 0 540 ne 12.85 23.69 0 0 0 o 0 0 0 0 0 0 0 0 4A5-2om 4B5.2fin 4B5 2fm .. ... 0.550 0.540 F. ` 0540 se Se se, 13.09 1285 1285 21.91 21.97 2272 0 0 0 0 00 0 0 r0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r 0 13A-4ocs 0.143 se 3.40 3.00 0 0 0 0 0 0 0 0 D 11D0 W928 12.54 0 0 0 0 0 0 0 0 W 12B-0sw, - 4A5-2om . 0390 0.097 0.540 se Sw sw, 231 1285 289 1973. 18 0 v 18 0 42 0 I' 52 0 0 0 I 0 0 0 0 0 0 4A5-2om 0.540 sw 12.85 23.32 0 0 0 0 0 0 0 0 4A5-2onn 0.550 ser 1309 21.91 0 0 0 0 0 0 0 0 0.540 sw 12.85 23.32 0 0 0 yr..0 tv.,, _ ---0 0 0 13A-4cts 0.143 Sw 340 300 0 0 0 0 121 121 411 362IW c; 4A5-tom 0.550 sw 13.09 22.70 0 0 0 0 0 0 0 0 L_...C, IW _. 4BS2rm 12B-09w 0.540 0.097 sm nw. 12.85 231 1378 2.89 0 0 0 0 0 0 0 0 v 0 0 0 0 0 0 G 4A-120m_ .__• ._ 0.550 nw 13.09 2224 LL0 0 0 0 0_._ 0 0 0 W , 13A-4ocs 0.143 nw 3.40 3.00 0 0 0 0 130 100 341 300 4A5-2om 0.550 nw, 13.09 22.24 0 0 0 0 30 0 393 667 L- G P T l 4A5-2omd 12C-09m - 11D0 :.- _ _ _ . _ 0.580 0.091 0.390 nw n 13.80 217 9.28 27.82 1.57 12.54 0_„ 0 x_ A 0 0 uM1 _ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16&30ad 0.032 0.76 1.78 282 215 502 176 176 134 313 F 19A-0bs_ ` T - 0295264 2 06 282 0 L.0 0 w.0 0 F F __. 19C- 19cscp 22A- tpm.w. - ,,.._. 0049 1. 180 040 28. 08 0. 32 0. 00 6 0 6 0 2 0 2 0 0_ L-_ 182 0_ 35 0 969 0 0 r f.... i. 6 c)AEDexcurson 52 149 Envelope losstgain 676 1117 2485 2000 12 a) Infiltration 217 87 484 194 b) Room ventlaton 0 0 0 0 13 Intemalgains Occupants@ 230 0 0 0 0 Appliancestother 0 0 Subtotal pines6to13) 893 1204 2970 2194 Less extemalload 0 0 0 0 Less transfer 0 0 0 0 Redistnbuton 141 245 0 0 14 Subtotal 1035 1449 2970 2194 15 Duct loads 16% 49% 166 713 16% 49% 477 1080 Total room load 1201 2162 3447 3274 Air required (dm) 0 99 0 151 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. Ad- wrigtrtsait- Right-Suite®Universal 2017 17.0.28 RSU16793 2017- Oa-12 1 Page32 Lot 113 Barcelona C RHG Loft ILO Bed 2 - N.rup Calc = MJ8 Front Door faces N g wrightsoft' Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 113 Barcelona C RHG Loft I... Date: 07/02/2017 LF/LM Pan: • RHG - 7225 Sandscove Court, Writer Park FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 web wwwOneStopCoohng.com License CAC032444 1 Room name GATH Krr 2 Exposed wall 32.0 ft 11.5 ft 3 4 Room height Room dimen§ons 9.3 ft heattcool 1.0 x 286 O ft 9.3 It heat/cool 13.5 x 115 ft 5 Room area 286.0 ft' 155.3 ft' Ty Construction number U-value BtuhV--'F) Or HTM Btuh tt') Area (M ` or perimeter (ft) Load -' Btuh) Area ' (ft or perimeter (ft) Load Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 4A o , , 0097 0.550, ne 13.09 2224 0 0 0 0 0 0 0 0 4B5-2fm 0.540 ne 1285 23.69 0 0 0 0 0 0 0 00 J0 VLf 13A-4ocs _ 0143 ne 3.40 3.00 149 119 404 356 0 0 0 1 1 4A5-2om 0 550 ne 13.09 22.24 30 0 393 667 0 0 0 0 4B5-2fm 4, 12B-09w 4AS2om 0540 0.097 0.550se ne se 12.85 2.31 13.09 2369 289 21.91 0 0 0 0 0 0 0 0 0 0 r0 v 0 0 r; ,i 0 0 0 M'0 0" 0 0j--G 0 0 0 4B5.2fm 4BS2fm, := 0.5440 rr,0540 se se 1285 12.85 21.97 2272 0 0 0 0-- 0 0 f . ,_... 0 0 0 0 n 0 VjJ 13A-4ocs 0143 se 3.40 3.00 0 0 0 0 0 0 0 0 I 11D0 _, r .,. •. W . _,. 12B-09w r-„ 0390 0.097 se sw 928 231 12.54 289 0 0 0 0 0 0 0 0 0 0 0 0< 0 0 o 4A5-2om 4A5-2om 0.540 0.540 sw sw 1285 12.85 19.73 23.32 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4AS-2om 4B5-21in=_ _ ..- 0.550 0.540 sw sw 13.09 1285 2191 23.32 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r. .. _. _-0A 13A-4ocs 0.143 sw 3.40 3.00 0 0 0 0 107 107 364 320Iw t--c 4A5-2om 0.550 sw 13.09 2270 0 0 0 0 0 0 0 0 G 1N 4B5.2fm _ _ _ 12B-0sw 0. 540 0. 097 sw.--- 12.85 nw 231 1378 289 0 0 0 W- 0 0 0 0 0 0 0 0 0 0 0 0 T ` - 0 G 4A5-2om -_ ` ., . ,,,., r 0.550 nw 13.09 2224 r.. r..r., 0 a _ .... 0 f,._ 0 0 0 0 0 0 13A- 4ocs 0.143 nw 3.40 13.00 149 85 289 254 0 0 0 0 4A5- 2om 0 550 nw 13.09 2224 0 0 0 0 0 0 0 0 Fj 4A5- 2omd . _..... 12C- 09w ', ' 0580 0. 091 nw 13.80 217 2782 157 64 0 0 0 sm 0 1780 0 0 0 0 0 r..0 00 y 0 11130_ ..-- .--.--_-- . 0.390 n ^ 9.28 1254 0 0 0 r-0 0 0 0 0 C 16B-30ad 0.032 0.76 1.78 0 0 0 0 0 0 0 0 F. Y,, 19A-0bscp. ..__--- 0295 c 2.64 206 0 0 w .__._'0 0 0 FwO 0 0 F F_ L , 19C- 19cscp __ 22A- tpm,.,` _ _ ' 0. 049 1. 180 0. 40 28. 08 032 0. 00 0 286 0 w ..„ - • 32 0 899 0 A _., 0 0_ 155 0 r _ 12 0_ 323 0 0 J• r.-h'. _.r.^.... ,., mil._ r.. r.. 1m-«--.^ Fa..,' M.t...n R--T M-` lam- 1'- w. r.Rx v,>. ,. ,.w r+....w. s -,.+ 44 a'..-ri^.tz..... 1.,./IJ.._ A..,r Y. i.. Ir iv`rR, rr r.4. :. Y-+- r,. G.,.r.. mw,. .,,.. 6 c) AED excurson 188 66 Envelope loss/gam , 2868 3245 687 255 12 a) Infiltration 449 18Q 161 65 b) Room ventilation 0 0 0 0 13 Intemalgains. Occupants@ 230 0 0 0 0 Appliances/ other 0 1200 Subtotal ( lines6 to 13) 3317 3425 848 1519 Less extemal load 0 0 0 0 Less transfer r 0 0 0 0 Redistribution 479 319 439 191 14 Subtotal 3796 3744 1288 1710 15 Duct loads 16% 49% 610 1843 16% 49%1 207 842 Total room load ! 4407 5587 1495 2552 Air required (dm) 1 0 257 01 117 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wri 17tsOft' 2017- Od-1216.0534 9 Right-Sude®Umversal 2017 17.028 RSU16793 Page 3 Lot 113 Barcelona C RHG Loft ILO Bed 2 - N.rup Calc = MJ8 Front Door faces N wrightsoft` Right-J® Worksheet Job: Lot 113 Barcelona C RHIG Loft I... Entire House Date: 07/02/2017 LF/LM One Stop Cooling and Heating Pan. RHIG 7225 Sandscove Court, Writer Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web wmmOneStopCooling.com License CAC032444 1 Room name BED/OFFI VAC 2 Exposed wall 10.0 ft 5.0 ft 3 Room height 93 ft heaffwd 93 ft heat/wd 4 Room dimensons 11.0 x 10.0 ft 50 x 5.0 ft 5 t Room area 110 0 R' 25 0 ft' Ty Construction number U-value BtuhAP--°F) Or HTM BtuhAt') Area (ft' - or perimeter (ft) Load Btrih) Area ' (ft') or perimeter (ft) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 12B-09w 0.097 ne 231 2.89 0 0 0 0 0 0 0 0 4A5-2om 0.550 ne 13.09 22-24 0 0 0 0 0 0 0 48S2fm RQ.._ 0_540 ne 1285 23.69 0 0 0 0 a 0--- 0 0 0 j 13A-4o s 0.143 ne 3.40 3.00 93 78 265 234 47 47 158 139 11 4A5-2om 0.550 ne 13.09 2224 15 0 196 334 0 0 0 0l--G L-G 4B5.2fm. 0.540 ne 12.85 23.69 0 0 0 0 0 0 4A5-tom `. " 4A5-20 4B5-2fm-` 0. 5500.550 0.540 se se se 2. 013.09 1285 2 9121.91 21.97 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4B5-2fm _- -• • --- -,- 0.540 se- 12.85 22.72 0 0 0 0 0 O 0 13A-4ocs 0.143 se 340 3.00 0 0 0_ 0 0 0 0 0 T D 11DO 12B-0syv" w 4A5.2om 0.390 0.097 0.540 se sw sw 928 2.31 1285 12.54 2.89 19.73 0 0 0 0 0 sL 0 0 0 0 0 0 0. 0 0 0 0 0 0 0 O 0 0 0 4A5-20m 4A5.2om 4B5-2rm-..,__.. _.... _ 0.540 0.550 0.540 sw sw sw 1285 13.09 1285 23.32 21.91 23.32 0 0 0- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 WI 13A-4ors 0.143 sw 3.40 3.00 0 0 0 0 0 0 0 0 4A5-2om 0.550 sw 1309 22.70 0 0 0 0 0 0 0 0 I--G WI - G j-- - G 4B5-2fm -- -- - - _ 4A5-2om - --_ __ _ 13A-4ocs 0.540 0.550 0.143 sw nw.. nw 12.85 231 13.09 340 r 13.78 2224 3.00 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 0 0 0 0 0 0 0 f--G 4A5-2om 0.550 nw, 13.09 22-24 0 0 0 0 0 0 0 0 I-G P. - 4A5-2omd 12C-09N 11DO - -_ - _ 0 580 0.091 0.390 nw n. 13.80 217 9.28 27.82 1.57 1254 0 0- 0 0 0 0 0_ 0 0 0 0 0 0 0 0: 0 0 0- 0- 0 0 0 0 0 C 16B-30ad 0.032 076 1.78 0 0 0 0 0 0 0 0 F---- - 19A-0bscp` _; - - _ 0295 264 206 0 F . 1 0 0 0 s _ ., 0 0 a _ 0 0 F 19C-19a=•-___ 0.049 040 0.32 0 0 0 0 0 0 0 0 F_ , _ 22A-tpm,= ,,. , 1.180 F _ 28.08 0.00 r ..... .110 W --ai 0 281 O 25 5 140 o ram " _„ -- w^ ice uw-r. r.a,uy t.. u..ilr• nw ar. w-.u,.... r. _.. • w- i•._.... _ r__ - w.r 77' r-. 3-. cl .. r.rR,. F..Y4 ....Mr F_- r.., n_{ is . n, L• r,u.a L .-. ,.. x• w, r f. JYLL.. 6 c)AED excursion 17 7 Envelope loss/gain 743 550 299 132 12 a) Infiltration 140 56 70 28 b) Room ventilation 0 0 0 0 13 Internal gains Ottvpants@ 230 1 230 0 0 Applianoes/other 0 0 Subtotal (lines 6to 13) 883 837 369 160 Less extemalload 0 0 0 0 Less transfer 0 0 0 0 Redistrib ubon 365 269 0 0 14 Subtotal 1248 1106 369 160 15 Dudloads 1! t9% 201 544 16% 49% 59 79 Total room load 1449 1650 428 239 Air required (dm) 01 76 0 11 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wvright50ft- Right-Swte®Universal 2017 17.0.28 RSU16793 2017 0ct12 1 Page 4 Lot 113 Barcelona C RHG Loft ILO Bed 2 - N.rup Calc = MJ8 Front Door faces N 9 F+ wrightsoft" Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 113 Barcelona C RHG Loft I... Date: 07/02/2017 LF/LM Pan: RHG 7225 Sandscove Court, Writer Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web vwiwOneStopCooling com License CAC032444 1 Room name HALL STR1 2 Exposed wan 0 ft 7.5 ft 3 Room height 9.3 ft heatknol 93 It heat/cool 4 Room dimensions 1.0 x 44.0 ft 1.0 x 65.3 ft 5 Room area 44.0 ft 65 3 ft' Ty Constructon number U-value BtuhAN--'F) Or HTM BtuW Area M or perimeter (ft) Load Btuh) Area (ft2) or perimeter (ft) Load Btuh) Gross N/P/S Heat Cool Gross NIP/S Heat Cod12B4A5612B-OsN 0.097 ne 2.89 0 0-, 0 0 0 0 0 0 tom 0550 ne JHCod22.24 0 0 0 0 0 0 0 0 13A-flocs 0.540 0.143 ne ne 23.69 3.00 0 00 0 0 0 0 0 0 0 0 0 0 0 0 1 C 4A5-2om 0 550 ne 2224 0 0 0 0 0 0 0 0 C' 4B5-2fm _ - _ 12B-0sw 0 540 0 097 ne se 12.85 2 31 r 23.69 2.89 y _ 0 0 0 0- 0 0 0 0- 0 0 0 0 0 L - 0 0 4A5-2om 0.550 se 13.09 21.91 e 0 0 0 0 0 0 0 0 G 4B5-2kn 0.540 se 1285 21.97 0 0 0 0 I 0 0 0 0 4B5-2fm_ _ 0.540 se 12.85 2272 0 0 0 0 0 0 0 0 13A-4ors 0.143 se 3.40 300 0 0 0 0 0 0 0 0 D 11DO - 12B-0sw • 0.390 0.097 se sw 9.28 231 1254 289 0 0 0 0 0 0 0 r r 0 0 0 0 0 0 0 0 0 4A5-20m. 0.540 9w 1285 19.73 0 0 0 0 0 0 0 0 4A5-2om 4A5-2om - 0.540 0.550 sw sw 12.85 13.09 23.32 21.91 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4B5-21m _,__.. ,_ .:_ r _. 0.540 sw 1285 23.32 0 0 L.- 0 0 s _- .0 0 0 0 j 13A-4ocs 0.143 sw 340 3.00 0 0 0 0 70 70 237 209 I--G 4A5-tom 0.550 sw 13.09 2270 0 0 0 0 0 0- 0 0 4B`r2fm 12B-0sw - 0.540 0.097 sw rnv 12.85 231 13.78 2.89 0 0 0 0 0 0 0 0 0 0 N 0 0 0 0 0 0 G 4A5-2om __ __ - _ - 0.550 nw 1309 22-24 0 0 y _, .,0 0 0 0 0 0 w 13A-40cs 0.143 nw 3.40 3.00 0 0 0 0 0 0 0 0 4A5-2om 0.550 nw 13.09 22.24 0 0 0 0 0 0 0 0 PI" . D 4A5-2omd 12C-Osw - - - - 11D0.__,,,-_--- _-__- 0.580 0.091 0.390 nw n. 13 80 217 928 2782 1.57 1254 0 0 0 0 0 0 0 0 0 0 0 0 0_ 0 0.___-_ 0 0 0 0 0 T " 0 0 C 16B-30ad 0.032 0.76 1.78 0 0 0 0 0 0 0 0 F,_, .. 19A-0bsaa 0.295 2.64 2.06 0 0 W„-0 0 F F ...; 19C-19c Sw 22A-tpm __ . m -. ., 0.049 1.180 040 28.08 032 0.00 0 a. 44 0 0 0 v ., 0 0_ 0 0_ W ., _. 65 0 8 0 211 0 0 m __'-' ram _.-......a.W tka .,.• ir. Y .',-s..._ i.ii Y...^ w...,u. i i i._..,. _-.. n - mil. r_ r .- i.--R. N., i. a' w.... si k L....-..I ,. ai ,.....Fug nw i -, • i ii _- i_ ...4 i,-.. - 6 c)AED excursion 0 10 Envelope loss/gain 0 0 448 199 12 a) 'Infiltration r 0 0 105 42 b) Room ventilation 0 0 0 0 13 Internal gains Ooaapants@ ' 230 0 0 0 0 Appliances/other 0 0 Subtotal Ones 6 to 13) 0 0 553 241 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redislnbuton 0 0 553 241 14 Subtotal 1 0 0 0 0 15 Dudloads 16% 49% 0 0 16% 49% 0 0 Total room load 0 0 0 0 Air required (dm) 0 01 1 101 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wri FiitsafY 2017-Oct-1 2 16 05 34 0. 9 Right -Suite® Universal 2017 17.0.28 RSU16793 Page 5 Lot 113 Barcelona C RHG Loft ILO Bed 2 - N.rup Calc = MJ8 Front Door faces N LM wrightsoft, Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 113 Barcelona C RHG Loft I... Date: 07/0212017 LF/LM Pan: RHG 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web wwwOneStopCooling.com License CAC032444 1 Room name 1 BTH1 LAUN 2 Exposed wall 6.0 ft 3.0 ft 3 Room height 93 ft heaVmd 9.3 ft heaVmd 4 Room dimensions 11.5 x 60 It 1.0 x 86.5 ft 5 Room'area 690 ft' 86.5 1t' Ty Construchon number U-value BtuhM2-T) Or HTM Btuhrtt2) Area (ft2) or perimeter (ft) Load Btuh) Area (T) or perimeter (ft) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 Vj 4A5-tom4AS-2 r 0.550 ne ne 13.093.0 2. 2422. 89 0 0 0 0 0 0 0 0 0 0 0 0M r 0 0 r 0 0Lam_ (,G 4BS-2fm , -. - 13A-4o s 0. 550 0.540 0.143 ne ne u Y 1285 3.40 23.69 3.00 0 56 0- 52 0 176 0 155 r, _ 0 a 0 0 0 0 0 11 4A5-2om 0.550 ne 1309 2224 0 0 0 0 0 0 0 0 4B5-2fm __- 12B-Osw - 0 540 J` 0.097 ne se 1285 231 23.69 289 4 ti 0 51 0 95 0 µ 0 0 0 0 V 0 a - 0 0 0 4A5-2om " ' ;r 0.550 se 13.09 21.91 0 0 0 0 0 0 0 f 0 Val 4B5-2fm 4B5 2fm 13A-flocs 0.540 0.540 0143 se se se 1285 12 85 3 40 21.91 2272 3.00 Or,_ 0 0 0 L 0u 0 0" YI 'J 0 0 0 0 0 0 0 0 0 0 y , _ 0 p 11 DO 0.390 se 9 28 12.54 0 0 0 0 0 W_ w- , .. 12B Osw 0.097 Sw 231 2.89 r 0 0 0 0 0 0 0 0 4A5-2om 4A5-2om '' 0.540 0.540 sw sw 1285 1285 19:73 23.32 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2om 0.550 sw 13.09 21.91 0 0 0 0 0 0, 0- 0 4B5 2fm__ :.... __ .. 0.540 sw. k_ .12.85 r 23.32 rr.0 0 0 0 c _ s-.. 0 v 0 0 j 13A-4ocs 0.143 sw 3.40 3 00 0 0 0 0 28 24 81 72 I---G 4A5-2om 0.550 sw 1309 22.70 0 0 0 0 0 0 0 0 L-G 485-2rm 12B-Osw--- r - 0.540 0.097 sw nw 12.85 231 13.78 289 0 0 0 0 0 0 0 0 4 0 4 0 51 0 55 n 0 G 4A5-20m. .,... ... 0.550 nw 13.09 2224 0 0 0 0 0 e._0 W. ,..0 f___ _ 0 13A-4ocs 0.143 nw 3.40 3.00 0 0 0 0 0 0 0 0IW l--c; 4A5-20m 0.550 nw 13.09 22.24 0 0 0 0 0 0 0 0 DP' _D 4A5-2omd 11D0____ ._. ___ 0.580 0.90 nw n,. 13.80 928 27.82 157 r__ 1254 0 107 0 0 107 0 0 232 0 0 168 0 0 98 21 0 76 21 0 165 A98 0 120 267 C' 16B-30ad 0.032 076 1.78 0 0 0 0 0 0 0 0 F- - 19A-Obsoa - 0295 264 206 r ,0 0 W,0 0 0 0 0----- 0 F F44 --- 19C-19csm_ _ _ -. .. 22 A-tpm... w „_ 0.049 1.180 040 28.08 0.32 0.00', 0 M .-. 69 0 6 0 169 0 0 0 r.- , 87 0 3 0 84 0 u_0 4 KK_ K-T. ra +. ,r, ..,. i•. •.... r.Cit,V kt.Y Fnr•w.. r i .-. t.. _.. 4i. _._a ny r_ K_ d'bor a • r r-i - 72 a- r.a .rwu.•r".wl-.....wY dr._ J' .. J' _L- i._ a vw 6 c)AED excursion I 10 2 ErnHope loss/gain 628 408 580 516 112 a) Infiltration 84 34 42 17 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants@ 230 0 0 0 0 Appliancesrother 0 500 Subtotal (lines6 to 13) 712 442 622 1032 Less eAemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution t 0 0 847 624 14 Subtotal 712 442 1469 1656 15 Ductloads 16% 49% 114 218 16% 49% 236 815 Total room load 827 660 1705 2472 1 Air required (dm) I 1 01 30 1 1 0 114 Calculations aDDroved bvACCA to meet all requirements of Manual J 8th Ed 4Cis. wri.ght50f't- Right-Sune®Universal 201717028RSU16793 ! 2017-Oct-121Pa5g 6 Lot 113 Barcelona C RHG Loft ILO Bed 2 - N.rup Calc= MJ8 Front Door faces N 1 wrightsoftt Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 113 Barcelona C RHG Loft I... Date: 07/02/2017 LF/LM P an: RHG 7225 Sandscove Court, \Mnter Park FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web vww,cOneStopCooling.com License. CAC032444 1 Room name MBED MTOI 2 Exposed wall 46.0 ft 3.5 ft 3 Room height 90 ft heat/000l 9.0 ft heal/cool 4 Room dimensions 1.0 x 320.3 ft 3.5 x 5.5 It 5 Room -area 320 3 ft2 19.3 ft' Ty Construction number U-value BtuhM2--F) Or HTM Btuh/R') Area (ft) or perimeter (ft) Load " Btuh) Area (ft') or perimeter (ft) Load Btuh) Heat Cod Gross' NiP/S Heat Cod Gross N/P/S Heat Cod 6 V)J 12B-Osw 0097 ne 231 2.89 149 134 308 385 0 f 0 0 0 4A5-2om 0.550 ne 1309 22.24 15 0 196 334 0 0 0 0CG4852fm ,-,.,. •...:,... -. 0.540 ne 1285 2369 0 0 0 0 0 0 0 o 13A-flocs 0143 ne 340 3.00 0 0 0 0 0 0 0 0 1 1 4A5-2om 0.550 ne 1309 22.24 0 0 0 0 0 0- 0 0 4B5.2fin 12B-Osw _ . W..,,,. 0 540 0.097 ne. se 1285 231 23.69 289 Y 0 0 0 0 0 0 0 0 0 0J 0 0 0 0 0 0 4A5-2om 0.550 se 13.09 21.91 0 0 0 0 0 0 0 0 4B5-2fm , 4B5-2fm, „ _ ._. t__ : 0 540 0 540 se se. 1285 I 2.85 21.97 22.72 0;' 0 0 0 0 0 0 0 0 r. VI/- 13A-4ocs 0143 se 340 3.00 0 0 0 0 0 0 0 0 L_ D 11 D0 0.390 se 928 12.54 0 0 0 0 0 r - 0 0W12B-0sw 0.097 231 2.89 117 117 270 338 r 0 0 I 0 4A5 tom 0.540 sw 1285 19.73 0 0 0 r0 0 0 0 0 4A5-2om 0,540 s,w 1285 23.32 0 0 10 0 0 0 0 0 4A5-2om 4B5-2rm .. 0 550 0.540 sw sw 13.09 1285 21.91 23.32 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 13A-flocs 0.143 sw 340 3.00 0 0 0 0 0 0 0 0 4A5-2om 0.550 sw 13.09 22.70 0 0 0 0 0 0 0 0 IW i--G 4B5-2fm _ _ _ 12B-0sw 4A512om _.." ^ v' 0.540 0.097 0.550 sw rnv nw. 1285 2 31 1309 1378 2.89 2224 0 149 30 0 119 0 0 274 393 0 342 667 0 32 s. `'-- 0 0 t 32 0 0 73 0 0 0 13A-4ocs 0.143 nw 3.40 3.00 0 0 0 0 0 0 0 0 4A5-2om 0.550 nw 1309 22-24 0 0 0 0- 0 0- 0 0 PI 4A5-2omd 12C-09N - 0.580 0.091 nw 1380 217 27 82 M 1.57 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 11D0 .._......_ 0.390 n_ 9.28 12.54 0 0 i 0 0;_...., 0, 0 0 0 C 16B-30ad 0.032 0.76 1.78 320 320 244 570 19 19 15 34 F-,"._ 1 1_. 19A-0bsc; --_ .. ,. 0.295 264 2.06 r . 120, 120 317. 247.'_ 0 N'--0 0 0 F F,. _.. 19C-19cscp 22A-tpm--'".a 0.049 1.180 040 28.08 0.32 0.00 0 0 0 a.0 0 4~, 0 0 w._0 0 0 0 VO 0 0 0 0 0 w'sn u__+•,....-ra+. r:.:l.-L ,. _..._,wf.._...1' r ,n r i n w w,u.i... ... w...._.x w. r'- ww.,-r. nr-,- Ww.. r-i. lr_.,,,. .. a-.-_. sw r..._+_.-- M1,.-. 6 c)AED excursion 24 6 Envelope losstgam 2001 2859 87 119 12 a) Infiltration 625 250 48 19 b) Room ventilation 0 0 0 0 13 Internal gains. Ooatpants@ 230 2 460 0 0 Applianoeslother 0 0 Subbotal (lines 6 to 13) 2626 3569 135 138 Less eQemal load r 0 0 0 0 Lesstransfer 0 0 0 0 Redistnbution 0 0 0 0 14 Subtotal 2626 3569 135 138 15 Dud loads 16% 49% 422 1757 16% 49%1 22 68 Total room load 3049 5326 1 157 206 Air required (dm) 0 245 0 9 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wri F1tsOft' 2017-Oct-1216.05.34 9 Right -Suite® Universal 2017 17.0.28 RSU16793 Page 7 Lot 113 Barcelona C RHG Loft ILO Bed 2 - N.rup Calc = MJ8 Front Door faces N wrightsoft, Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 113 Barcelona C RHG Loft I... Date: 07/02/2017 LF/LM P an: RHG 7225 Sandscove Court, Winter Park FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web wwwOneStopCooling.com License CAC032444 1 Room name MBTH MWIC 2 Eposed wall 21.5 It 8.0 ft 3 Room height 9.0 It heattood 9.0 1t heat/cool 4 Room dimensons 1.0 x 136.0 ft 10.5 x 8.0 ft 5 Room area 136.0 R' 84.0 ft Ty Const=on U-value• Or HTM Area (1N) Load Area Load number Btuh/ft'-°F) Btuh/M or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S- . Heat Cod Gross N/P/S Heat Cod 6 12B-0sw 0.097 ne 231 2.89 0 0 0 0 72 72 166 208 4A5-2om L 4B5-2fm 0.540 0.540 ne r 13051285 22.24 0 0 0, 0 0 0 0 0 0 0 0 0 0 i.__ .._ 0 0 0 13A-4ocs 0.143 ne 3.40 23.69 3.00 0 0 0 0 0 0 0 0 11 4A5-2om 0.550 ne 1309 22.24 0 0 0 0 0 0 0 0 lam; 4B5-2rm 12B-Osw -- 4A5-2 0540 0 097 0 ne se se 12.85 2 31 23.69 1.9121.91 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t, .. 0 0 0 4B5.2fm 0.540 se 1285 21.97 0 0 0 0 0 0 0 0 4B5.2or y -- 13A-40cs 11 DO 12B-Osm 0 550 0.143 0.390 0.097 se se r se _ sw 12. 09 340 928 231 22.72 300 1254 2.89 0 0 0 104 0 0 0 86 0- 0 0 197. 0 0 0 247 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2om 0.540 sw 1285 19.73 3 1 39 59 0 0 0 0 4A5-2om 0.540 sv 12.85 23.32 15 1 193 350 0 0 0 0 4A5-2om 4B5-2fin _ _._ ._. ... 0 550 0:540 sw sw 13.09 1285 2191 23.32 0 0 0 0 0 s 0 0 0 0 0 0 0 0 0 0 0 j 13A-4ocs 0.143 sw 3.40 3.00 0 0 0 0 0 0 0 0 1- G 4A5-tom 0.550 sw 13.09 22.70 0 0 0 0 0 0 0 0 I j W 4B5.2fm _ _ 4A5-r OsN' 12B- tor Ytom 0.540 0. 0.550 sw nw nw 1285 30971301 3 13. 78 2. 89 22. 24 0 90 0 0 90 0 0 208 0 o 260 0 0 0 0 0 0 0 0 0 r 0 4- 0 0 0 13A- flocs 0.143 rnv 3.40 3 00 0 0 0 0 0 0 0 0 G 4A5-2om 0.550 nw 13.09 22.24 0 0 0 0 0 0 0 0 1L, PI4A5- 2omd 12C- 11DO. _ 0. 580 0. 91 nw n 1380 217 2782 1157 0 0 0 0 0 y 0 0 s -'-, 0 0 L-„' 0 0,_......._ 0 0 0...._. 0 0 0 0 0 0 C 16B-30ad 0.032 0.76 1.78 136 136 10.4 242 84 84 64 150 F_' , 19A-Obsop. z_ u , W 0.295 y 2.64 2.06 0 W 0 0 0 r_ --• 0 0 0 1 - 0 F F_-_,- 19C- 19csoa__ -.- 22A- tpm. _.,,W..y 0049 1. 180 0. 40 28. 08 0. 32 0. 00 0 0 0 0 0 0. 0 0 0 0 0 0 0 0 0 0 i rim-- .-kr Y" '--,• __ f -_"_ Ir _ -_ _'- 6 c)AEDexarson 110 17 Envelope loss/gam 740 1267 230 341 12 a) Infiltration 292 117 109 44- b) Room ventilation 0 0 0 0 13 Intemal gains Occupants @ 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines6 to 13) 10321 1384 339 384 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 187 318 0 0 14 Subtotal 1219 1702 339 384 15 Dud loads 16% 49% 196 838 16% 49% 54 189 Total room load 1 i 1 1415 2540 393 573 Air required (cfm) 0 117 0 26 Calculations aDDroved bvACCA to meet all reouirements of Manual J 8th Ed. wri htsofY 2017-Oct-121605.34 G A Right- Surte®Universal2017 17.0.28 RSU16793 Page 8 Lot 113 Barcelona C RHG Loft ILO Bed 2 - Nrup Calc = MJ8 Front Door faces. N wrightsoft` Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 113 Barcelona C RHG Loft I... Date: 07/02/2017 LF/LM P an: RHG 7225 Sandscove Court, Winter Park FL 32792 Phone (407) 629 - 6920 Fax: (407) 629 - 9307 Web wnwOneStopCoobng.00m License. CAC032444 1 Room name BED3 2 Exposed wall 0 ft 27.0 ft 3 Room height 9.0 ft heaV000l 9.0 It heat/cool 4 Room dimensions 3.5 x 55 It 1.0 x 139 3 ft 5 Room area 19.3 ft2 139.3 ft2 Ty Construction number U-value' BtuhAt'--'F) Or HTNI BtuhAN) Area (ft2) - or penmeter (ft) Load Btuh) Area (ft2) or perimeter (ft) Load Btuh) Heat Cod Gross NAP/S Heat Cod Gross N/P/S Heat Cod 6 128-0sw 4A5-2om r 0 097 0.550 ne ne 231 1309 2.89 2224 0 0 0 0 0 G F 0 0 126 0 126 0 291 0 364 w 0 4B52fm _ ne 1285 2369 0 0 0 0 L 0 0 LL- -0 0 13A-4ocS 0.540 0.143 ne 3.40 300 0 0 0 0 0 0 0 0 1 1 4A5-2om 0 550 ne 1309 22-24 0 0 0 0 0 0 0 0 4B5-2fm _ _ 12B-0sw 4A5-2om 0540 0.097 0.550 ne se se 12.85 2.31 13.09 2369 2.89 21.91 0 0 0 0 0 0 0 0 0 0 0 y -00 0 99 15 0 84 1 0 194 196 0 242 329 4B5-2f'n 4B5.2rm _- N,,.; 0 540 r,«, 0540 se se 1285 12.85 21.97 2272 0 _. 1iY 7 0, u ,. 0 0 0 0 0 0 0 0 0 0 0 0 13A-4ocs 0.143 se 340 300 0 0 0 0 0 0 0 0 11D0 . 12B 0sro - 0.390 0.097 se- sw 9.28 231 1254 289 0 T 0 0 0 0 l 0 00 T16 18 42 52 4A5-20m 0.540 sw 1285 1973 0 0 0 0 0 0 Y 0 0 4A5-20m 0.540 sw 1285 2332 0 0 0 0 0 0 0 0 4A5-2cm 4B5-21m, _ W,_ 0.550 0.540 sw sw_ 13.09 1285 21.91 23.32 0 0 n 0 0 w 0 0 0 0 0 0 0 s. .,.--0 0 0 0 0 j 13A-flocs 0.143 sw 3.40 3.00 0 0 0 0 0 0 0 0 G 4A5-2om 0.550 sw 13.09 2270 0 0 0 0 0 0 0 0 G V 4B5-2fm 12&Osw - ' - 0 540 0.097 sw- rnv 12.85 231 13.78 289 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I-G 4A5-2om__._____ _. _. 0.550 nw 13.09 2224 0 0_._._ 0 0 0 0" 0 W 13A-4ocs 0.143 nw 3.40 3.00 0 0 0 0 0 0 0 0 4A5.2cm 0.550 nw, 13.09 2224 0 0 0 0 0 0 0 0 G P 11D0__-..... 4A5-2omd 12C-09w, 0.580 0.091 0.390_,n_ nw 1380 217 928 2782 4 . ' 1.57 1254 0 0 0 0 0 0 0 0 0 0 0 0_ 0 0,_, 0 0 1, 0 F__0 0 0 0 0 0 0 x248C16B-30ad 0.032 0.76 1.78 19 19 15 34 139 139 106 19A-0bsoa ), .. .., 0.295 2EA 2.06 0 0 4. .0 0 0 0y - 27F F.. 19C-19csm 22A-tpm -- . ,.'. _ .r 0 049 1.180 0.40 28 08 0.32 0.00 0 0 0 G, 0 0 0 0 r '- - - ..0 85 x 0 85 34 7. V-_...-a .S_...-_-.._..._ M.-:3.. 4 S.au, 3=`-, r_. ww .,...r a.. w.n 6 c) AED excursion 1 33 Erneiope loss/gain 15 33 863 1295 12 a) Infitbabon 0 0 367 147 b) Room ventilation 0 0 0 0 13 Internal gains Ooojpants@ 230 0 0 1 230 Applianceslother 0 0 Subtotal (lines6 to 13) 15 33 1230 1672 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 15 3: 5 11 14 Subtotal 0 0 1235 1683 15 Dudloads 16% 49% 0 0 16% 49% 198 828 Total room load 0 0 1433 2511 Air required (dm) 0 0 0 116 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightSOft- Right-Sud4LInrversal201717.0.28 RSU16793 2017-Oct-121 54 Page Lot 113 Barcelona C RHG Loft ILO Bed 2 - N rup Calc = MA Front Door faces N g wrightsoft' Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 113 Barcelona C RHG Loft I... Date: 07/02/2017 LF/LM P an: RHG 7225 Sandscove Court, Writer Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web. wmmOneSlopCooling oom License CAC032444 1 Room name ` BTH3 T013 2 Expcsed wall 5.0 It 15.5 It 3 Room height 90 ft heat/mG 9.0 R heaVcool 4 Room dimensons 5.5 x 55 It 6.0 x 7.5 ft 5 Room area 30.3 11' 45.0 it' Ty Construction '- number U-value BtuhiT-'F) Or HTM Btuh/M Area (ft') or perimeter (ft) Load Btiuh) Area '(ft') ' or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat cool1 6 v 2.89 0 0 0 0 18 18 42 52 I--C; I-. 4A5 tom 4B& 02on -- 0.550 0.550 ne ne 13 091309 22.24 23.69 0 0 4 mm0 0 0 0 0 0 I .,0 0 10 0 0 0 O I 0 0 13A-4ocs 0.143 rue 340 3.00 0_ 0 0 0 0 0 0 11 4A5-2om 0.550 ne 13.09 22.24 0 0 0 0 0 0 0 0 i 4B5-2(m_.._._ 12&Osw 0.540 0.097 ne se 1285 2.31 23.69 2.89 0 45 0 39 0 90 0 113 0 54 0 48 0 111 0 M' 139 4A5-20m 0.550 se 13.09 21.91 0 0 0 0 0 0 0 t 0 I--G 485-211m '"' 4B5-2fm _ __..,_ -- 0.540 0.540 se se 12.85 1285 21.97 22.72 0 r _ 6 0 1 0 77 0 136 0 6. 0 1 0 77 0 136 Val p W 11 DO - ill 12B-09w 0.143 0.390 0.097 se se. sw 3.40 9.28 231 3.00 12.54 2.89 0 0 0 0 0 0 0 0 00 0 0 0 0 0 68 0 0 68 0 0 n 156 0 0 195 4AS2om 0.540 sw 1285 19.73 0 0 0 0 0 0 0 0 4AS2om • 0.540 9N 12.85 23.32 0 0 0 0- 0 0 0 0 WI 4AS2om 4B5-21m _.--- ' c_ -- 13A-4ocs 0.550 0.540 0.143 sw sw sw 1309 1285 3.40 21.91 23.32 3.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0.---,- 0 0 0 0 0 1 0 0 0 0 0 EnI--G 4AS2om 0.550 sN 13.09 22.70 0 0 0 0 0 0 0 0 W 4BS2fm 12& 2 0.540 0. 550 sw nw 1285 13.78 s2. 0 0 0 0 0 0 0 0 0 0 0 0 0 4AS2om--•----..--_ ,__ x .-...0.550. nw. 13 09 2224 0 0_ 0_ 0 0 0 a.. 0 0 13A-4ocs 0.143 nw 340 3.00 0 0 0 0 0 0 0 0 4A5-2om 0.550 nw 13.09 22.24 0 0 0 0 0 0 0 0 P 4A5-2omd 0.580 nw 13.80 217 27 82 1.57 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 II 11D 0.390 n- 928 12.54 0 0. 0 0 0 0 0 0 C- 1 16&30ad 0.032 1.78 30 30 23 54 45 45 34 80 F , _ F F.__. 19A-Obscp - r 19C-19csoo 22A-tpm W-._._ , 0295 0.049 1.180 c. 0.76 264 0.40 28.08 2.06 0.32 0.00 0 30 0 0 30 r- _ 0 0 12 0 0 1O i - a . 0 0 45 0 0 45 r . 0 0 18 O 0 M14 0 1 vr4 _.- Y._-___.. _.._ r_F_ T L.__r _ n_' x. _- e y'_ tf. M_a_{.. n_ M _ .. r -.-u. _v u .rJ r'r, ni r,i „i ... ii a- 0 f.. , W ........ _ m[.. IMa n. ._.n+. C.W n. _.. r.nn- n r....... 6 c)AED excursion 47 32 Envelope loss/gain 202 359 438 648 12 a) Infiltration 68 27 211 84 b) Room ventilation 0 0 0 0 13 Intemal gains Occupants @ 230 0 0 0 0 Appliances/ottw 0 0 Subtotal (lines 6 to 13) 270 387 648 732 Less extemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redrslnbution 0 0 0 0 14 Subtotal 270 387 648 732 15 Dud loads 16% 49% 43 190 16% 49% 104 361 Total roam load 314 577 753 1093 Air required (dm) I 10 27 0 50 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wri tttsoft` 2017-Oct-12 16 05 34 Right-SuiteOUniversal 2017 17.0.28 RSU16793 Page 10 Lot 113 Barcelona C RHG Loll ILO Bed 2 - N.rup Calc = MJS Front Door faces N 4 wrightsoft' Right-J® r Worksheet Entire House One Stop Cooling and Heating Job: Lot 113 Barcelona C RHG Loft I... Date: 07/02/2017 By LF/LM Plan: RHG 7225 Sandscove Court, Waster Park FL 32792 Phone. (407) 629 - 6920 Fax: (407) 629 - 9307 Web: mwaOneStopCooling.com License CAC032444 1 Room name STR2 BED 2 2 Exposed wall 7.0 ft 19.5 ft 3 Room height 9.0 ft heat/cool 9.0 ft heakool 4 Room dimensions 13.5 x 7.0 R 1.0 x 144.0 ft 5 Room area f 94 5 ft', 144.0 it' Ty Construction ' ' U-value Or HTM Area ' (It') Load Area (>t2) Load number Btuh/P-°F) Btuh/M or perimeter (ft) Btuh) or penmeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 128-0sw - 0097 ne 231 289 0 0 0., 0 0 0 0 4AS2om 0.550 ne 1309 22.24 0 0 0 0 0 0 0 0 0.540 ne 1285 23.69 0 0 0 0 0 0 0 046S2fm.y, , 13A-4ocs 0143 ne 340 300 0 0 0 0 0 0 0 0 11 4A5-2om 0.550 ne 1309 22.24 0 0 0 0 0 0 0 0 4B5-2fm 0540 ne 2369 0 0 0 0 0 0 0 0 12B-0sw 0.097 se 1285 2.31 2.89 0 0 0 0 y 72 68 J 157 196 4A5-2om 0.550 se 13.09 21.91 0 0 0 0 0 0- 0 0 48S2f'n 0.540 se 12.85 21.97 0 0 0 0 4 1 151 1 88 485-2fm---._.,, , ..-... 0 540 Se 1285 22.72 0 0 0 T_._.. -0 0 0 0 0 V J 13A-40cs 0143 se 340 300 0 0 0 0 0 0 0 0 L-D 11 DO 0.390 9.28 1254 0 0 0 0 0 0 0 0 12B-0SW 0.097 se sw T .- 231 2.89 63 48 111 139 104 89 204 255 4A5-2om 0.540 sw 1285 19.73 0 0 0 0 0 0 0 0 4A5-2om 0.540 sw 12.85 23.32 0 0 0 0 0 0 0- 0 4A5-2om 0.550 sw 13.09 21.91 0 0 0 0 15 r 1 196 329 4B5-2fm _ti ... 0.540 sw, 1285 23.32 15 1 193 r, _ ,., 350 s- 0 0 r_ 0 0 WI 13A-40cs 0.143 sw 3.40 3.00 0 0 0 0 0 0 0 0 mac; 4AS2om 0.550 sw 13.09 22.70 0 0 0 0 0 0 0 0 4B5-2fm 0.540 sw 12.85 0 0 0 0 0 2.89 13.78 0 0 y 0 0 jL- t-G 4A5-2om . - 2_ w - 0.550 rrw 13.09 2224 0 a 0 0 0 0 0 0 0 r. 13A- 40cs 0.143 nw 3.40 3.00 0 0 0 0 0 0 0 0 fWr- G 4A5-2om 0.550 nw 13.09 22.24 0 0 0 0 0 0 0 0 L- G 4AS2omd 0.580 nw 1380 2782 0 0 0 0 0 0 0 0 PI 12C-09w .. 0.091 217 1.57 0 0 0 a 0 0 0 0 0 L--- D 11D0,.,_ 0.390. n 1928 1254 0 0 0. 0 0 0 0 0 C 16B-30ad 0 032 0.76 1.78 95 95 72 168 144 144 110 256 F. ,.. x :.._- 19A- Obsop-_,.___...:-.,. 0.295 c. 264 2.06 n0 0 ya .0 c,:w ._r.0 12 12 32 25 F 19C-19c= 0.049 0.40 0.32 0 0 0 0 0 0 0 F. 22A-ipm..- --- , ._ 1.180 28.08 r.0.00 0 0 0 0 0 0 0__ 0 s_:, - _ w.0 r._ tii.., s.. ., rU ..... r-., .... .. t. n.. v ..-.... w- 4.. tea r ram+_ f.. r.- ri•.-, al,n, wS...... .,., rr J ter .1`'. M1 ,rt •r-.r. ii. .. f w. .. .^' .r a ms.-w- u .. - nNMer--r 6 c)AED excursion t 105 15 Envelope loss/gain 376 762 750 1164 12 a) Infiltration 95 38 265 106 b) Room ventilation 0 0 0 0 13 Internal gains r Ooaupants@ 230 0 0 1 230 Applianoes/ other 0 0 Subtotal ( lines6 to 13) 471 800 1015 1500 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 471 800 152 259 14 Subtotal 0 0 1168 1759 15 Dud loads 16% 49% 0 0 16% 49% 188 866 Total room load 0 0 1355 E2625Airreguired(dm) 0 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wri 17t50ft" 2017- Od-12160534 9 Right-Suite®Universal 2017 17.0.28 RSU16793 Page 11 Lot 113 Barcelona C RHG Loft ILO Bed 2 - N.rup Calc = MJ8 Front Door faces N wrightsoft-- Duct System Summary Entire House One Stop Cooling and Heating 7225 Sandscove Court, VNnter Park FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web. vmwOneStopCooling.com License CAC032444 1 For. ' Park Square Homes - Sanford, FL Job: Lot 113 Barcelona C RHG ... Date: 07/02/2017 By: LF/LM Plan: RHG Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.16 in H2O 0.16 in H2O Available static pressure ' 0.34 in H2O 0.34 in H2O Supply / return available pressure 0.251 / 0.089 in H2O 0.251 / 0.089 in H2O Lowest friction rate 0.110 in/100ft 0.110 in/100ft Actual airflow ' 0 chn 1567 clrn Total effective length (TEL) 309 ft n Name Design Btuh) Htg chn) Clg dm) Design FIR Diam in) H x W in) Dud Mat Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BED2 c 2625 0 121 0.150 7.0 Ox0 VIFx 27.3 140.0 st5 BED/OFFI c 1650 0 76 0.135 6.0 Ox0 VIFx 40.6 145.0 st3 BEDS c 2511 0 116 0.142 6.0 Ox0 VIFx 32.1 145.0 st5 BTH1 c 660 0 30 0.133 4.0 Ox0 VIFx 44.6 145.0 st3 BTH3 c 577 0 27 0.152 4.0 Ox0 VIFx 25.0 140.0 st5 DIN c 3274 0 151 0.110 7.0 Ox 0 VIFx 63.6 165.0 st4 GATH c 2794 0 129 0.110 7.0 Ox 0 VIFx 63.1 165.0 st4 G?SI+A c 2794 0 129 0.116 7.0 Ox 0 VIFx 57.6 160.0 st4 Krr c 2552 1 0 117 0.110 7.0 Ox 0 VIFx 62.6 165.0 st4 LAUN c 2472 0 114 0.140 6.0 Ox 0 VIFx 40.1 140.0 st3 LOFT c 2162 t 0 99 0.205 6.0 Ox 0 VIFx 17.5 105.0 st2 MBEO•A C 5326 I 0 245 0.160 9.0 Ox 0 VIFx 32.1 125.0 st6 METH c 2540 0 117 0.163 6.0 Ox 0 VIFx 29.6 125.0 st6 MrOI c 206 0 9 0.176 4.0 Ox0 VIFx 28.0 115.0 st6 MAIC C 573 0 26 0.161 4.0 Ox0 VIFx 31.4 125.0 st6 T013 c 1093 0 50 0.151 4.0 Ox 0 VI Fx 26.5 140.0 st5 WIC C 239 0 11 0.131 4.0 Ox0 VIFx 46.8 145.0 st3 2017-0c1-12 16.05 36 wrightsoft' Right -Suite® Universal 2017 17.028 RSU16793 Page 1 A --CA ...\Lot 113 Barcelona C RHG Loft ILO Bed 2 - N.rup Calc = MA Front Door faces. N Name Trunk Type Htg cim) Clg Cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk st1 PeakAVF 0 756 0.110 707 14.0 0 x 0 VinlFlx st4 PeakAVF 0 525 0.110 669 12.0 0 x 0 VinlFlx st3 st3 PeakAVF 0 756 0.110 707 , 14.0 0 x 0 VinlFlx st1 st5 PeakAVF 0 313 0.142 574 10.0 0 x 0 VinlFlx st2 st6 PeakAVF 0 398` 0.160 507 12.0 0 x 0 VinlFlx st2 st2 PeakAVF 0 810 0.142 758 14.0 0 x 0 VinlFlx Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) dm) dm) ft) FR fpm) in) in) Opening (in) Matl Trunk rb1 Ox 0 0 1451 80.6 0.110 665 20.0 Ox 0 VIFx rb2 Ox 0 0 116 38.6 0.230 432 7.0 Ox 0 VIFx t wrightsoft` Right-SuneaUniversal 201717.0.28 RSU16793 ACCU, ... Lot 113 Barcelona C RHG Loft ILO Bed 2 - N.rup Calc = MJ8 Front Door faces N 2017- Oct-12 16 05.36 Page 2 Static Pressure and Friction Rate Job: Lot 113Barcelona CRHG... wrightSoft" Date: 07/02/2017 Entire House By: LF/LM One Stop Cooling and Heating Plan: RHG 7225 Sandscove Court, Writer Park, FL 32792 Phone (407) 629 - 6920 Fa)c (407) 629 - 9307 Web wmmOneStopCooling corn License CAC032444 ctlij• • For. Park Square Homes " Sanford, FL Aifi lable.Static Pressure CoolingHeating l f Pressure losses Coil 0 0 Heatexchanger 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 Supply Return ft) ft) Measured length of run -out 12 6 Measured length of trunk 52 0 Equivalent length of fittings 165 75 Total length 229 81 Total effective length 309 Friction Heating Cooling in/ 100ft) in/100ft) Supply Ducts 0.110 OK 0.110 OK Return Ducts 0.110 OK 0.110 OK D Supply 4X=35, 11 A=20, 11 G=5, 11 G=5, 11 A=20, 11 J=15, 111=10, 11 G=5, 1 A=35, 11 G=5, 11 G=5, 11 G=5: Total E L=165 Return 6M=20, 6A3=40; 5E1=10, 11G=5: Total EL=75 - - 2017- Oct-12 16 05.36 wrightsaft` Right-SuiteOUnrversal 2017 17.0.28 RSU16793 Page 1 AC<; K ...\Lot 113 Barcelona C RHG Loft ILO Bed 2 - N.rup Calc = MJ8 Front Door faces N FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name. Lot 113 Barcelona C RHG Loft ILO Bed 2 - N Builder Name- One Stop Cooling and Heating Street. Permit Office: City of Sanford City, State, Zip: Sanford , FL , Permit Number - Owner: Park Square Homes Jurisdiction: 691500 } Design Location: FL,*Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/doorjambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside of and cantilevered floors) subfloor decking. , The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt -insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 10/12/2017 5:00 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 A/C-1: 4.0 TON 16.0 SEER H.P. Ii Level 1 J: OPT) 2 RECESS LIGI ITS At0, ( OPT) PRE -WIRE CL(; FAUME VVP' iz F DIN, GIN I Y A 1 OX8 A, A0!, 151 cfM 7_" 411*CIS S'_ 1OX10-2/ F 03HIS ' 7 wwwwwwwwy4www- - q I I Z-- 129 cfrn ------- ------- 0= (OPT) FAMIRF T OSrop1,1TE C L JGJ, i pe n mr G H dg 7 cft5 7 U qTS It1OX8KIT 1 OX10- 2 L r GF14 129 cfm GF 42- I 42' 12 F 4' 2* jj G V" At nay. I I } i 4, 1 OX&L' 76 cfM STIR', IT (OPT) PRL-WIRE BED/OFFI A4- T 6-l' 8X4 1`13132 ---- 11 cfM 0X14110 F 6Y1' F 1 OX6 114 cfm - 10 4 K WIC' 42' HALL GFI A 6V Nak'. tLAUN 8 30 cfm Ivq IEF Gf I- X IT EF1 ='50 CFM Fan Sup Riser EF2 = 80 CFM Fan 1411 EF3 = 110 CFM 'Fan N / I ; r-./ E FL 1 = 50 CFM; Fan EFL2 = 80 CFM, Fan 11 EFL3 = 110 CFM- Fan VTR Vent to00i — VTW = Vent to Wall GARAGE j DV = Dryer VentRV = Range Vent 42' GFI Lineset Chase Condensate Thermostat 18/8 OT SRB = Small Reduction Box LRB = Large Reduction Box FBB = Field Built Box T —.7 T- i 04 Level 2 A4 OPT) PRE -WIRE CLG. FANILITE EF1 VT I MBED UX12.11' A 4 _F 245 G V IW F 8X4 MT011 4 SRB2 9" dbAF 9 cftn ANN EF,lMrR 4' 6 26-ic8'4 TOM, x 16 frn- V 11. 1 -7 efrh2 Mwic MBTH 41-I I AFVnel6`0 1,2 J.-MLIGHTS rr STR27, 6-1 TO SWITCH AFI: OPT) PRE -WIRE I;U0VY_ : 1i CLG. FANA-ITE LRB1 14 11 Tjl LOF 91OXI ...... IV21c Zone Damper 1 - 14" Zone Damper2 -14 F ( OPT) BED 2 12 — — — — — — --- CLG, FANUTE Bypass Damper - 121" Sup Riseri _ _ _ _ _ _ _ 1 OX6 14 X S,RB 4rr A EF1 VTR fi' THF \ 27 cfm 8X4 T013p.' EF1 = 50 CFM Fan EF2 = 80 PFM Fan EF3 = 110 1tM FanI EFU = 50b,M Fan EFL2 = 80 &M Fan EFL3 = 110 CFM Fan II — - VTR Vent to 1 0_0_f VTW = Vent to Wall k DV = Dryer Vent RV = Range Vent Lineset Chase Condensate — Thermostat 18/8 OT SRB = Small Reduction Box LRB = Large Reduction Box FBB = Field Built Box 10X10 116cfm 1451 cfm 30X1,4P T) P42' W I R E A CLG, FAWLITE BED3