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Home My WebLink About2410 Waxwing Way 17-2604; NEW SFH9 i i 'u CITY OF-SAN'FORD BUILDING & FIRE PREVENTION PERMIT APPLICATION I Application No: Documented Construction Value: $ 2$C> 45 Co Job Address: 2410 Waxwing Way, Sanford 32771 (Wyndham Preserve lot 142) Historic District: Yes No Parcel ID: Parent 17203150100000010 17- 70 -3 ( -5a2 -DObo —147-0 Residential X Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: Construction of new single family residence Plan Review Contact Person: Michelle Parkison Phone:407-529-3135 Fax: Name Street: City, State Zip: Title: Permitting Manager Email: mparkison -parksquarehomes.com Property Owner Information Phone: Resident of property? : No Contractor Information Name Park Square Homes/ Vishaal Gupta Phone: 407-529-3000 Street: 5200 Vineland Rd Suite 200 City, State Zip: Orlando, FL 32811 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: Enq/ 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 Bull ing Code Revised: June 30, 2015 Permit Application -70 00 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. WA Signaturekf0eWlAgem D e Vishaal Gupta Print Owner/Agent's ame Signat e of Notary -State of Florida Da e MICHELLE PARKISON MY COMMISSION # FF 063452 EXPIRES: October 30, 2017 Bondod Thru Notary Public Undomrltom Owner/Ag er ona y nown to e or Produced ID Type of ID Signature of Contractor/Agent Date Vishaal Gupta Print Contractor/Agent's ame MICHELLE PARKISON MY COMMISSION # FF 063452 EXPIRES: October 30, 2017 Bondod Thru Notary Publlc Underwriters Contractor/Agent is V Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ® Electrical © Mechanical © PlumbingVq Gas Roof Construction Type: N/ P> Occupancy Use: R.3 Flood Zone: X y ATTAU+EP Total Sq Ft of Bldg: Z(o-1 2—Min. Occupancy Load: t'A # of Stories: 2— New Construction: Electric - # of Amps 1 Plumbing - # of Fixtures 19 Fire Sprinkler Permit: Yes No 9 # of Heads APPROVALS: ZONING 7 il UTILITIES: COMMENTS: ENGINEERING: Mc- CN-")-1'l FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. 36. 9 O% mP. 2078 cSorrerl+- 3, L4-iQ Fire Alarm Permit: Yes No X WASTE WATER: BUILDING: IF tD• t"1-t -7 Revised: June 30, 2015 Permit Application h. a TCITY OF-SANFORD BUILDING & FIRE PREVENTION z PERMIT APPLICATION Application No: Documented Construction Value: $ 150,537.00 Job Address: 2410 Waxwing Way, Sanford 32771 (Wyndham Preserve lot 142) Historic District: Yes No Parcel ID: Parent 17203150100000010 Residential 0 Commercial __ Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: Construction of new single family residence Plan Review Contact Person: Michelle Parkison Phone:407-529-3135 Fax: Name Street: City, State Zip: Title: Permitting Manager Email: mparkison(a)-parksquarehomes. com Property Owner Information Phone: Resident of property? : No Contractor Information Name Park Square Homes/ Vishaal Gupta Phone: 407-529-3000 Street: 5200 Vineland Rd Suite 200 City, State Zip: Orlando, FL 32811 Fax: 407-529-3001 State License No.: CRC1330351 Arch. / MJS Home Designs Architect/Engineer Information Arch. 407-629-6711 Name: Eng. / Don Bolden Eng. Phone: Eng. 386-668-7606 Arch./ 250 N. Wymore Rd. Suite B Winter Park FL 32789 Street: Eng./ PO Box 530783, Debary FL 32753 Fax: City, St, Zip: Bonding Company: Address: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 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. G Signature of O*wner/Agent D e Vishaal Gupta Print Oxvner/Agent's ame Signa a of Notary -State of Florida Date ANY Ir,;.; MICHELLE PARKISON MY COMMISSION # FF 063452 N EXPIRES: October 30, 2017 r',ri° • Bondod Thru Notaryto PublicUndonvritors Owner/Ag ersona y KiiwWrf to Me or Produced ID Type of ID Signature o Contractor/Agent Date Vishaal Gupta Print Contractor/Agent's une Signature 6f Notary- S Inr+ra oy"4,, MICHELLE PARKISON R MY COMMISSION # FF 063452 EXPIRES: October 30, 2017 t' Bondod Thru No Public UndeWtors Contractor/Agent is 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: New Construction: Electric - # of Am Occupancy Use: Min. Occupancy Load: Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application I I P. i 1.977 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: 2410 waxwing way Property Owner: Park Square Enterprises, LLC Parcel Identification Number: 17-20-31-502-0000-1420 Phone Number: 407-529-3000 Email: The reason for the flood plain determination is: E 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) v n fiatm„,mrJciwm^ F,,., ys ., OFFICIALIJSE O'NLYW Flood Zone: X Base Flood Elevation: NSA Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway 0 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# 17-2604 Reviewed by: Michael Cash, CFM Date: September 7, 2017 111111111111111111111111111 f11111 fill fill GRANT MALOYt SEMINOLE COUNTY CLERK OF CIRCUIT COURT h COMPTROLLER BK 9000 Ps 51) (1Pss) CLERK'S A 2017099683 RECORDED 10/04/2017 02:04:; :5 PI1 RECORDING FEES $10-06 RECORDED BY hdevore THIS INSTRUMENT PREPARED BY: Name: Michelle Brana Address: 5200 Vineland Road Suite 200 Orlando, Florida 32811 NOTICE OF COMMENCEMENT Permit Number: 17-2604 Parcel ID Number: 17-20-31-502-0000-1420 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 142 Wyndham Preserve Plat Book 81 / Pages 93-102 2410 Waxwinq Way, Sanford FL 32771 2. GENERAL DESCRIPTION OF IMPROVEMENT: Construction of a new single family residence 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: Park Square Enterprises LLC 5200 Vineland Rd Suite 200 Orlando FL 32811 Interest in property: Fee Simple Fee Simple Title Holder (if other than owner listed above) 4. CONTRACTOR: Name: Park Square Homes Phone Number: 407-529-3000 Address: 5200 Vineland Road Suite 200 Orlando, Florida 32811 5. SURETY (If applicable, a copy of the payment bond is attached): Name: N/A Address: N/A Amount of Bond: N/A 6. LENDER: Name: Fifth Third Bank Phone Number: Address: 5050 Kingsley Dr. MD: 1 MOC3J Cincinnati, OH 45227 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)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. Vishaal Gupta, Executive Vice President Si6llatuie of Owner or es e, ner's or Lessee's (Print Name and Provide Signatory's Title/Office) Authorized Officer it tor/ ner/Manager) State of nd County of Gt- The foregoin instrr/ument was acknow ged before-,me this day of G /e r 20 by t l l 0.1t ' Who is personally known to me OR Name of person making state ent who has produced identification type of identification produced: o S'° MICHELLE PARKISON MY COMMISSION # FF 063452 Nota Signature EXPIRES: October 30, 2017A,r Bonded Thru Notary Public Undorwrilom COUNTY OF SEMINOLE e m t# ! -7 ^ JJo O yIMPACTFEESTATEMENT STATEMENT NUMBER: 17100006 DATE: September 15, 2017BUILDINGAPPLICATION #: 17-10000659 BUILDING PERMIT NUMBER: a8®, g 5g17-10000659 UNIT ADDRESS: WAXWING WAY 2410 17-20-31-502-0000-1420 a a TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: BRISSON INVESTMENTS LLC ADDRESS: 27 N SUMMERLIN AVENUE ORLANDO FL 32801 LAND USE: SFR DETACHED TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2410 WAXWING WAY / LOT 142 SFR WYNDAM PRESERVE FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit ROADS 705.00 COLLECTORS N/A SiVeCUEmily Housing .00 1.000 dwl unitFIRERR 00 LIBRARY CO -WIDE ORD 00 Single Family Housing 54.00 1.000 dwl unit SCHOOLS 54.00 CO -WIDE ORD Single Family Housing 5,000.00 1.000 dwl unit 5,000.00PARKSN/A LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 5,759.00 STATEMENT RECEIVED BY: (Y jQGtJ-•ptil SIGNATURE: PLEASE PRINT NAME) DATE. NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** 1 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 OMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDAR 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 TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. lfllll 1111 t tf! t`it nnl nn>t fm>Inr GRANT MALOY SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BK g000 P9 51) (1P95) CLERK'S 4 2017099683 RECORDED 10/04/2017 132:00 _ P11 RECORDING FEES $10-00 RECORDED BY hdevare THIS INSTRUMENT PREPARED BY: Name: Michelle Brana Address: 5200 Vineland Road Suite 200 Orlando, Florida 32811 NOTICE OF COMMENCEMENT Permit Number: 17-2604 Parcel ID Number: 17-20-31-502-0000-1420 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 142 Wyndham Preserve Plat Book 81 / Pages 93-102 2410 Waxwinq Way, Sanford FL 32771 2. GENERAL DESCRIPTION OF IMPROVEMENT: Construction of a new single family residence 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: Park Square Enterprises LLC 5200 Vineland Rd Suite 200 Orlando FL 32811 Interest in property: Fee Simple Fee Simple Title Holder (if other than owner listed above) 4. CONTRACTOR: Name: Park Square Homes Phone Number: 407-529-3000 Address: 5200 Vineland Road Suite 200 Orlando, Florida 32811 5. SURETY (If applicable, a copy of the payment bond Is attached): Name: N/A Address: N/A Amount of Bond: N/A X 6. LENDER: Name: Fifth Third Bank Phone Number: Address: 5050 Kingsley Dr. MD: 1 MOC3J Cincinnati, OH 45227 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)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. Vishaal Gupta, Executive Vice President SI atuie of Owner or as e, er's or Lessee's (Print Name and Provide Signatory's Title/Office) Auhorized Officer it tor/ ner/Manager) State of F10101 County of The foregoin Instrument was acknow god before me this day of G e r 20 ( % by Who Is personally known to me OR Name of person making state ent who has produced Identification type of identification produced: w11CHELLEPARKISON MY COMMISSION # FF 063452 EXPIRES: October 30, 2017 Bondod Thru Notary Public Undorwrllors Nola Signature x" Revision Response to Comments Permit # ) i - 3GO 14 City of Sanford Building &Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date E5 • a 8 1 -7 Project Address: oP y / U Contact: Ph: L4 C) -7 / 5aq - 1'3 5 Fax: Email: 'Y por1L vJ cordsgucare.ncaY zs. Cprn Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention Building General description of revision: ROUTING INFORMATION Approvals Application Number: 17-2604 Project Description: New SFR Job Address: 2410 Waxwing Way Building & Fire Prevention Division PLAN REVIEW COMMENTS Date: 10/04/2017 Contact Name: Michelle Parkison Contact Email: mparkison(&parksguarehomes.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 are as amended by City of Sanford ordinance viewable on our website at www.sanfordtl.gov. Provide two copies of affected plan sheets and/or supplemental information as requested Permit submittals will not be accepted without two copies. COMMENTS: 1. The Permit Office on the Energy Calculations is listed as "Seminole" and the jurisdiction # as 691000. The correct Permit Office is Sanford and the correct jurisdiction # is 691500. Please revise the energy calculations accordingly. FBC 107 2. Please submit two (2) copies of a Truss Layout from the truss manufacturer for the 2nd floor roof trusses. FBC 107 3. The A/C condenser is shown on the plans on the side of the house. The A/C Condenser is required to be on the rear of the house. Please revise all building plan pages and electrical details showing the a/c condenser at the rear of the house. FBC 107 4. The building plans show the Air Handler suspended in the garage, hung from the trusses. The A/C duct layout shows the air handler in a closet on the 2°d floor. Please clarify the location of the air handler. There are no other structural details on the plans addressing hanging the air handler from the trusses. In addition, the truss engineering profile page for the trusses where the air handler will hang from should identify they are capable of supporting the load. Revise accordingly. FBC 107 5. The Product Approval package contains many errors. Please submit two (2) copies of a correct Product Approval package that is site specific to the house being built, addressing the following errors: The single hung window submittal only includes flange style installation. Please verify if this type of window will be installed on the 2"d floor. If not, please provide a fin style window for the 2"d floor single hung windows. There are 3 types of Horizontal Slider windows submitted. There are no slider windows installed on the house. Only specific products to the house being built should be submitted. A "Zip System" for wall and roof sheathing has been included in the product approval package, however the plans do not address this type of structural system. Either the plans need to address this specific system or it should not be included in the product approval package. Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetings with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO 1- f I P I Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & tio iD, Landscaping in Right -of -Way www.sanfordfl.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the Kww whars below. size and location of the existing right—of-way and use shall be provided or application could be delayed. Call before you dig. 1. Project Location/Address: 2. Proposed Activity: X Driveway Walkway Other: 3. Schedule of Work: 4. Brief Description of Work Start Date Completion Date Emergency Repairs Construction of new driveway for new single family residence This application is submitted 2by, POKY Owner Signature: Print Name: Vishaal Gupta Address: 5200 Vineland Rd CUJA 2 Orlando, FL 32811 / Phone: (407) 529-3135 Fax: Email: mparkison@parksquarehomes.com Date. Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its 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 Signature: Pre -pour Inspection by: Application No: _ Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: I and u/ndderstan the above statement and by signing this application I agree to its terms. r/L1V /U Date: 6 01411-2 Special Permit Conditions: it shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Date: Official Use Only Fee: Date: Date: Date: Date: C__ ?' ZOt Date: November 2015 ROW Use Driveway.pdf LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I hereby name and appoint: an agent of: David Mercer Park Square Homes Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): GL-----T'h-e specific permit and application for work located at: Address) Expiration Date for This Limited Power of Attorney: License Holder Name: State License Number: Signature of License H STATE OF FLORIDA COUNTY OF Orange Vishaal Gupta CRC1330351 12/31/17 The foregoing instrument was acknowledged before me this /- day of S 20,K_7_, by Vishaal Gupta who is gpers ally known to me or o who has produced as identification and who did (did not) take an oa L Sign ture Notary Seal) Print or type name MICHELLE PARKISON Notary Public - State of Ior ciG MY COMMISSION # FF 063452 Commission No. 'VG OC, -! EXPIRES: October 30, 2017 a ;tP Bondod Thru Notery Public UnderwrItore My Commission Expires: /a 30 &C)/ Rev. 08.12) r ACb h® CERTIFICATE OF LIABILITY INSURANCE ATE 6/(MMIDDfY7 Y) 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 S Brown of Florida, Inc. 2290 Lucien Way Suite 400 Maitland FL 32751 CONTACT Julie KwackNAME: PHONr911Eo. E (407) 660-8282 FAX No): (407)660-2012 AILADDRESS: Jkwack@bborlando.com INSURERS AFFORDING COVERAGE NAIC # INSURERA.United Specialty Insurance Co. INSURED Park Square Enterprises, LLC, DBA: Park Square Homes 5200 Vineland Road, Suite 200 Orlando FL 32 811 INSURER B :Travelers Casualty Co. 41769 INSURERCAmerisure Mutual Insurance Co 23396 INSURER D•Navi ators Specialty Insurance INSURER E : INSURER F : 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 INSURANCE ADDL SUER POLICY NUMBER POLICY EFFMMIDDIYYYY POLICY EXPMM/DD LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE 1,000,000 A CLAIMS -MADE D OCCUR DAMAGE TO RENTED PREMISES (Ea occurrence) 300,000 MED EXP (Any one person) ExcludedATNATL17104106/1/2017 6/1/2018 PERSONAL &ADV INJURY 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE 2,000,000 POLICY JET LOC PRODUCTS - COMP/OP AGG 2,000,000 BI / PD adn/or Personal & AdOTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident 1,000,000 BODILY INJURY (Per person) X ANY AUTOB ALL OWNED SCHEDULED AUTOS AUTOS BA-8B637451-17-SEL 6/1/2017 6/1/2018 BODILY INJURY (Per accident) PROPERTY DAMAGE Per accident NON -OWNED HIRED AUTOS AUTOS PIP -Basic 10,000 UMBRELLA LIAB HCLAIMS-MADE OCCUR EACH OCCURRENCE 5,000,000 AGGREGATE 5 -000 000AFXEXCESSLIABBTN1743932 DED I X I RETENTION$ 0 16/1/2017 6/1/2018 WORKERS COMPENSATION PER OTH- X STATUTE ERANDEMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L. EACH ACCIDENT 1,000,000 OFFICER/MEMBER N/A E.L. DISEASE - EA EMPLOYE 1,000,000CMandatorymNH) CLUDED7 WC2105269 6/1/2017 6/1/2018 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT 1,000,000 A Excess Liability BUN1710005 6/1/2017 6/1/2018 Each Occurrence $4,000,000 4M 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 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Sanford THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN P.O. Box 1788 ACCORDANCE WITH THE POLICY PROVISIONS. Sanford, FL 32772-1768 AUTHORIZED REPRESENTATIVE T D'Avanzo, CPCU, CPA 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD INS025 (201401) 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/l/2018 Limit: Rented/Leased Equipment - $40,000 Max Limit Any One Item Deductible: 1,000 per Occurrence l OFREMARK COPYRIGHT 2000, AMS SERVICES INC. ' STATE OF FLORIDA rat DEPARTMENT OF BUSINESS - AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 GUPTA, VISHAAL S PARK SQUARE HOMES 5200 VINELAND 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 Fairly. 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 license!: DETACH. HERE 850) 487-1395 RICK SCOTT, GOVERNOR KEN LAWS STATE OF FLORIDA DEPARTMENT OF BUSINESS AND' PROFESSIONAL REGULATION CONSTRUCTION: INDUSTRY LICENSING BOARD' SECRETARY CRC1330351 The. RESIDENTIAL CONTRACTOR Nainad-below IS CERTIFIED Under the provisions,"of Chapter 489 FS..-. f Expiration date: AUG 31,., 2018.:" A GUPTA-VISHAAL S HOMESPARKS"QUAKE w" 5200, V.INELAND ROAD m RFy. SlJ ITE 200 _. ORLANDO FL 32811 W ISSUED: V/28/2016 DISPLAY AS REQUIRED BY LAW SEQ# .L1fi07280002100 RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 142 Sorrento B RHG - S Builder Name: One Stop Cooling and HeatingnStreet: 2410 Waxwing Way PermitOffice: Seminole City, State, Zip: Sanford , FL , Permit Number: # '] c.f 26DesignOwner: Park Square Homes Jurisdiction: (d{ Location: FL, Orlando County:: Seminole (Florida Climate Zone 1. New construction or existing New (From Plans) 9. Wall Types (2612.7 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1302.00 ft2 b. Frame - Wood, Exterior R=11.0 1026.00 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 284.67 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types (1518.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1518.00 ft2 6. Conditioned floor area above grade (ft2) 2078 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A 11. Ducts R= ft2 R ft2 7. Windows(223.0 sqft.) Description Area a. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 415.6 a. U-Factor: Dbl, U=0.55 135.00 ft2 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 64.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 34.8 SEER:16.00 c. U-Factor: Dbl, U=0.54 24.00 ft2 SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 33.0 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 2.818 ft. Area Weighted Average SHGC: 0.232 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2078.0 sqft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 1324.00 ft2 b. Conservation features b. Floor Over Other Space R=0.0 560.00 ft2 None c. other (see details) R= 194.00 ft2 15. Credits Pstat Glass/Floor Area: 0.107 Total Proposed Modified Loads: 62.00 PASS Total Baseline Loads: 65.51 I hereby certify that the plans and specifications covered by Review of the plans and THE S?,? this calculation are in compliance with the Florida Energy specifications covered by this 1r Code. y Digitally signed by Rafael calculation indicates compliance Rafael Izquierdo Izquierdo with the Florida Energy Code. trr=r O Date: 2017.08.2214:23:19-04'00'••-....1?^- PREPARED BY: Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 Q I hereby certify that this buildin s d signed, is in co m liance Florida Statutes. COLD) with the Florida Energy Code gV OWNER/AGENT: BUILDING OFFICIAL: C DATE: d DATE: Compliance requires certification bye air handler unit manufacturer that the air handler enclosure qualifies as certified factory-seale danc 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 On 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 On for whole house. 8/22/2017 11:24 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: Lot 142 Sorrento B RHG - S Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2078 Lot # 142 Owner: Park Square Homes Total Stories: 2 Block/SubDivision: WP of Units: 1 Worst Case: No PlatBook: Builder Name: One Stop Cooling and Heatin Rotate Angle: 0 Street: 2410 Waxwing Way Permit Office: Seminole Cross Ventilation: No County: Seminole Jurisdiction: Jq Icj06 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 V 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 2078 19099.2 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1 st Floor 1324 12313.2 Yes 2 1 1 Yes Yes Yes 2 2nd Floor 754 6786 No 3 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage 2nd Floor ---- -_-_ 194 ft2 11 0.29 0 0.71 2 Slab -On -Grade Edge Insulatio 1 st Floor 139.5 ft 0 1324 ft2 0.29 0 0.71 3 Floor Over Other Space 2nd Floor _--- _-_- 560 ft2 0 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 Hip Composition shingles 1698 ft2 0 ft2 Dark 0.9 N 0.9 No 0 26.6 ATTIC v # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1518 ft2 N N 8/22/2017 11:24 AM 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) 1 st Floor 30 Blown 1518 ft2 0.1 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Belowo4OrntToWAITypeSpace 1 S Exterior Frame - Wood 2nd Floor 11 30 0 9 0 270.0 ft2 0 0.25 0.8 0 2 S Exterior Concrete Block - Int Insul 1st Floor 4.1 10 0 9 4 93.3 ft2 0 0 0.8 0 3 E Exterior Frame - Wood 2nd Floor 11 27 0 9 0 243.0 ft2 0 0.25 0.8 0 4 E Exterior Concrete Block - Int Insul 1 st Floor 4.1 55 0 9 4 513.3 ft2 0 0 0.8 0 5 N Exterior Frame - Wood 2nd Floor 11 30 0 9 0 270.0 ft2 0 0.25 0.8 0 6 N Exterior Concrete Block - Int Insul 1 st Floor 4.1 30 0 9 4 280.0 ft2 0 0 0.8 0 7 W Exterior Frame - Wood 2nd Floor 11 27 0 9 0 243.0 ft2 0 0.25 0.8 0 8 W Exterior Concrete Block - Int Insul 1 st Floor 4.1 44 6 9 4 415.3 ft2 0 0 0.8 0 9 Garage Frame - Wood 1st Floor 11 30 6 9 4 284.7 ft2 0 0.25 0.8 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S Insulated 1st Floor None 39 3 8 24 ft2 2 Wood 1st Floor None 39 2 7 8 20.7 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 S 1 Metal Low-E Double Yes 0.55 0.22 15.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 2 S 1 Metal Low-E Double Yes 0.54 0.25 12.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 3 e 3 Metal Low-E Double Yes 0.55 0.22 15.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 4 e 3 Metal Low-E Double Yes 0.54 0.25 4.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 5 e 4 Metal Low-E Double Yes 0.55 0.22 15.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 6 e 4 Metal Low-E Double Yes 0.54 0.25 8.0 ft2 1 ft 0 in 11 ft 0 in Drapes/blinds None 7 N 5 Metal Low-E Double Yes 0.55 0.22 15.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 8 N 6 Metal Low-E Double Yes 0.55 0.22 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 9 N 6 Metal Low-E Double Yes 0.58 0.25 64.0 ft2 7 ft 4 in 1 ft 0 in None None 10 W 8 Metal Low-E Double Yes 0.55 0.22 45.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 420 ft2 420 ft2 52 ft 9.3 ft 1 8/22/2017 11:24 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000409 2228.2 122.33 230.05 .3674 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:9 33 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 16 34.8 kBtu/hr 1044 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 50 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ft2 DUCTS Supply ---- V # Location R-Value Area Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT QN RLF HVAC # Heat Cool 1 Attic 6 415.6 ft 2nd Floor 103.9 ft Prop. Leak Free 2nd Floor --- cfm 62.3 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Coolin Jan Feb j Mar Heating f X Jan fX Feb (X Mar Ventin [ Jan [ Feb X Mar Ceiling Fans: Apr Ma Jun Jul Au Se Jun Jul f Aug 4 SePfAprfMay xlX] A r [ Ma Jun Jul [ Au [ Se [ Oct Nov Oct Nov Oct Nov Dec XDec Dec 8/ 22/2017 11:24 AM EnergyGauge@ USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 Thermostat Schedule: Schedule Type HERS 2006 Reference 1 2 3 4 5 Hours 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (W D) 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 8/22/2017 11:24 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 Florida Department of Business and Professional Regulations Residential WholebWaing rertormance and Prescriptive Methods ADDRESS: 2410 Waxwing Way Permit Number: Sanford , FL , MANDATORY REQUIREMENTS See individual code sections for full details. 0 401.3 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 toot (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. 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. 0 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. (251pa) 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: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. Duct testing is not mandatory for buildings complying by Section R405 of this code. 8/22/2017 11:24 AM 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., 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 1/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 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. 8/22/2017 11:24 AM 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. 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 19403.6.1. 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 40oF. 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. 0 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. 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. 8/22/2017 11:24 AM 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* = 95 The lower the EnergyPerformance Index, the more efficient the home. 2410 Waxwing Way, Sanford, FL, 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1302.00 ft2 b. Frame - Wood, Exterior R=11.0 1026.00 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 284.67 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1518.00 ft2 6. Conditioned floor area (ft2) 2078 b. N/A R= ft2 c. N/A R= ft2 7. Windows' Description Area 11. Ducts R ft2 a. U-Factor: Dbl, U=0.55 135.00 ft2 a. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 415.6 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 64.00 ft2 SHGC: SHGC=0.25 12. Cooling systems kBtu/hr Efficiency c. U-Factor: Dbl, U=0.54 24.00 ft2 a. Central Unit 34.8 SEER:16.00 SHGC: SHGC=0.25 d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 33.0 HSPF:9.00 Area Weighted Average Overhang Depth: 2.818 ft. Area Weighted Average SHGC: 0.232 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1324.00 ft2 a. Electric EF: 0.9 b. Floor Over Other Space R=0.0 560.00 ft2 b. Conservation features c. other (see details) R= 194.00 ft2 None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Codee,,66;mpl ant f res. Builder Signature: Date: d ` /2 Address of New Ho e: -Y//O wig G _ C F tTc % 7 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. 8/22/2017 11:24 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 Project Summary Job: Lot 142 Sorrento B RHG - S W 'ightsoW Date: 05/20/2017 Entire House By- LF/Rl One Stop Cooling and Heating 7225 Sardscove Cout, W irter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopGoolirg.com License: CAC032444 For: Park uare Homes 2410 axwing Way, Sanford, FL Notes: Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 92 IF Inside db 68 IF Inside db 74 OF Design TD 26 IF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 49 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 20366 Btuh Structure 19155 Btuh Ducts 2266 Btuh Ducts 4681 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 22633 Btuh Use manufacturer's data n Rate/swin multiplier Equipmen load 0.97 Infiltration sensible 23216 Btuh Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage Fireplaces 0 Structure 4048 Btuh Ducts 971 Btuh Central vent (0 cfm) 0 Btuh Heatingg Coolingg none) Area (ft2) 2117 2117 Equipment latent load 5019 Btuh Volume (ft3) 19452 19452 Air changes/hour 0.41 0.21 Equipment Total Load (Sen+Lat) 28235 Btuh Equiv. AVF (cfm) 133 68 Req. total capacity at 0.75 SHR 2.6 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR6036H1 Cond 4TWR6036H1 AHRI ref 7562981 Coil TEM6A0C36H31++TDR AHRI ref 7562981 Efficiency 9 HSPF Efficiency 13.0 EER,16 SEER Heating Input Sensible cooling 26100 Btuh Heating output 33000 Btuh @ 470F Latent cooling 8700 Btuh Temperature rise 0 OF Total cooling 34800 Btuh Actual airflow 0 cfm Actual airflow 1160 cfm Air flow factor 0 cfm/Btuh Air flow factor 0.049 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.83 Capacity balance point = 32 OF BoldRalic values have been manually overridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed WrlghtSOft" 2017-Aug-221420:01 Right-Sute®Uriversal 201717.023 RSU16202 Page 1 alc and EPL Temp\Lot 142 Sorrento B RHG - S.rup Calc = W8 Frort Door faces: S wrightsoftx Right-JO Worksheet Job: Lot 142 Sorrento B RHG - S Entire House Date: 05/20/2017 By: LF/RI One Stop Cooling and Heating 7225 Sardscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopCooling.00m Licerse: CAC032444 1 Room name Entire House PWDR 2 Exposed wall 253.5 ft 12.0 ft 3 Room height 92 It d 9.3 ft heattcool 4 Room dimensions 4.5 x 75 It 5 Room area 2117.3 ft' 33.8 fF Ty Construction U-value Or HTM Area (if`) Load Area (itz) Load number BtuM-°F) BtuhAtz) or perimeter (ft) Btuh) or perimeter (ft) BWh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 y/ 0 126 Osvv 4B5-,2fm. . . 13A-4ocs 0.097, 0.550 0.143 n nx,:. n 2 53 1435 3.73 2.82 13.41 2.90 270 Xk, 95 279 255 fi. O 185 646 ti..,,1-'-215 690 719 201 536 0 0 0 0 4 0 0 0 0 0' 0 0 11 G W Vi/ I—G 4A5-2om 4A5-2omd 2&Osw 13A-4ocs 4A5-2om 0.550 0.580 0 097 0.143 0.550 n n e :; e a 14.35 15.14 2 53 3.73 14.35 13.41 15.90 2 82 2.90 27.44 30 64 243,,.. 414 45 0 0 243 369 0 431 969 615 1377 w 402 1018 685 1066 1235 0 7. H 0 0 0 0 0 0 z< 0 0 0 0 0 0 0 0 0 0 0: 0 0 11 DO 12B 0sw' 4A5-2om 4B5-2fmj 13A-4ocs 4A5-2om 3.73 w 3.16 Z w 14.35 27 w 14.09. 29 238 1+ n 10.18 12 0.84 1 0:44 .' ,,0 in art n 1 141 41 0 W 0 156 121 0 0 0 0 0 0; 245 190 0 0 61 c) AED excursion 1 0 1 41 Envelope loss/gain 16565 14012 828 471 12 a) Infiltration 3802 1373 183 66 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 9 2070 0 0 Applianoes/other 1700 0 Subtotal (lines 6to 13) 20366 19155 1010 537 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 865 449 14 Subtotal 20366 19155 1875 987 15 Dud loads 11 % 24% 2266 4681 11 % 24% 209 241 Total room load 22633 23836 2083 1228 Air required (dm) 0 1160 0 60 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightsott' 2017-Aug-22 1420:01 4G.P. Rig N-SOte®Uri versal 2017 17.023 IRS U16202 Page 1 alc and EPL Temp\Lot 142 Sorrerto B RHG - S.np Calc = M18 Frort Door faces: S AL- wrightsoft' Right-JO Worksheet Job: Lot 142 Sorrento B RHG -S Entire House Date: 05/20/2017 One Stop Cooling and Heating By: LF/RI 7225 Sardscove Court, W irter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopCooling.com Licerse: CAC032444 1 Room name STC1 LNDY 2 Exposed wall 17.0 ft 0 ft 3 Room height 9.3 ft heat/cool 9.3 ft heaU000l 4 5 Room dimensions Room area 76.5 fF 4.5 x 17.0 ft 6.0 45.0 fF x 75 ft Ty Construction U-value Or HTM Area W) Load Area OF) Load number Btuh/ft2°F) I or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 kt126 L-(. Osvi 0 097 n 2 53 w14.35 2:82 13.41 0 0 0 0 0 0 0 0 0 0 ,........0 V. M.-0 13A-flocs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 11 tl 4A5-2om 4A5-2omd 0.550 0.580 n n 14.35 15.14 13.41 15.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W ', 126Osw° M 0097 a_e 2`3 282 x 0 0.-. 0 0........, 0 0.,..-... 0 1M 13A-4ocs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 t-C UfJ l G G t-D 4A5-2om 12B-Osw0097 4A5 2om .: 465 2fm _.,.,.- 13A-4ocs 0.550 0 550 0540 0.143 a s s s.„. s 14.35 2.53 14.35 L. 1 3.73 27.44 2.82 13.54 13.67 2.90 0 0 0 o4.09 . „ 0 0 0 0 0 w..0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 M.,.O 0 0 0 0 0 0 0 0 ..m... 0. 0 0 N_. 0 0 0 0: 0 11 DO 0.390 s 10.18 1227 0 0 0 0 0 0 0 0 12B Osw , 4A5-2om.., 0.097 0.550 w w 2.53 14.35 2 82 27.44 0 0 0 0 0 0 0 0 0 0,` 0 0 0 0 0 0 465 2(m , 0.540 w 14.09 29.62 0_ 0 0 0 A ,...,. Q 0 0 Vjl 13A-4ocs 4A5-2om 0.1431 0.550 w w 3.73 14,35 2.90 27.44 158 0 154 0 575 0 446 0 0 0 0 0 0 0 0 0 P, 4B5-2fm _ 12C Osv 0.540 A.091 w 14.09 2.38 29.62 151 4 0 0 0 56 0',., 118 0 0 56 r 35 0 0 83 0 53 6 c) AED excursion 37 20 Envelope loss/gain 1155 602 294 286 12 a) Infiltration 259 93 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Applianoestother 0 500 Subtotal (lines 6to 13) 1414 695 294 786 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 1414 695 284 183 14 Subtotal 0 0 578 969 15 Duct loads 11 % 24 % 0 0 11 % 24% 64 237 Total room load 0 0 642 1206 Air required (cfm) 01 0 0 59 Calculations approved byACCAto meet all requirements of Manual J 8th Ed 44- wrightsoft` Rig ht-Sute®Universal 201717.023 RSU16202 2017-Aug-221420:01 alc and EPL Temp\Lot 142 Sorrerto B RHG - S.rup Calc = W8 Frort Door faces: S Page 2 wrightsoft• Right-J®Worksheet Date: Lot 5/0/ 2sorrerltoBRHG-s Entire House Date: 05/20/2017 By: LF/RI One Stop Cooling and Heating 7225 Sardscove Court, W irter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OmStopCoolirig.com License: CAC032444 1 Room name KIT DINE 2 Exposed wall 10.5 ft 9.5 It 3 Room height 9.3 ft heat/000l 9.3 ft heat/000l 4 Room dimensions 14.0 x 10.5 ft 1.0 x 147.0 it 5 Room area 147.0 fF 147.0 ft2 Ty Construction U-value Or HTM Area OF) Load Area OF) Load number Btuh/ft-°F) BWh/W) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 126-06nr "` O097 n 2.53 2,82 0 0 0 0 0 0/ 0 0 w4B52fm 0:550 n 1435 n 13.41, 0 0 z_F,O 0,,, w..., „.Q. 0 0 13A-4ocs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2om 0.550 n 14.35 13.41 0 0 0 0 0 0 0 0 11 t-G 4A5-2omd 0.580 n 15.14 15.90 0 0 0 0 0 0 0 0 W,,,.. 126 Osw .:..< 0097...,e 253 2.82.....:.,.: 0. 0 .,..,._ A F- Y,,O t-G 13A-4ocs 0.143 a 3.73 2.90 98 98 364 283 88 73 274 212 4A5-2om 0.550 a 14.35 27.44 0 0 0 0 15 0 215 412 12&Osw 4A5 2om 0 097 0 550 s- S 2 53 14 35 2 82' 13 54 0 0 0 0 0 0 0'3 0 0 0 0 0 0 0 0 0 540 sz. 14 09 x 13.67 0 d, 2 0 0 0 0 v „- _ Q K, •;0 0, 13A-flocs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0T-D 11 DO 0.390 s 10.18 1227 0 0 0 0 0 0 0 0 12&Osw .: 4A5 2om,,„ 0097 0 550 w w` 253 1'435 2B2 27 44 0 A. 0 0 6 Mr 0 6 0 4B5 2lm r t .., 0.540 w:u tea .14.09 fF.29 6.? 0 six„0 F- 0 F F ,.,- 0 r _- 0 0 0 A . 0 ViJ 13A-4ocs 0.143 w 3.73 2.90 0 0 O 0 0 0 0 0 4A5-2om 0.550 w 14.35 27.44 0 0 0 0 0 0 0 0 I-GG 465-2fm 0.540 w 14.09 29.62 0 0 0 0 0 0 0 0 P 12C Osw;r, p 091 2.38z 1, 51 130 130 309 x . _7• 196 0 I . 0 ` 0 r 0 I-D 11D3 X-,. 0396 q: 10.18 x_ 1227 0 0 0 .. Q 0 C, 16B-30ad 0.032 084 1 76r 0 0 0 0 56 56 47 98 k 19C.,19cscp ZE, 0:44-.fFO., 0 a 0 E ::.. 00 0 0 0 F 22A tpm 1.1 80 30.80 0.00 147 11 323 0 147 10 293 0 r :fix Frr" s:2 ZERO,,, .%, A -. " xr 35.. e,x«w,,, ,,, r,.r. M, x... ss as.w.., ... w.au.«w., s x cw c.Jc«., wcJw,.,,, . SmX;w.: a-; f a,. >' ,......%wv_Y > 1.. ., A,., Ni.F„iu..,.,,.a..,< Y r..a.....:.,,,.. n9`_ ,,........z tx., a,.. ,.:,,.,... 6 c) AED excursion 44 59 Envelope loss/gain 997 435 828 782' 12 a) Infiltration 160 58 145 52 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Appliancesrother 1200 0 Subtotal (lines 6 to 13) 1157 1693 973 834 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 63 41 113 73 14 Subtotal 1220 1733 1086 907 15 Dud loads 11 % 24 % 1361 424 11 % 24 121 222 Total room load 1356 2157 1207 1129 Air required (cfm) 0 105 0 55 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. 9CA - FfiFwrigtitsoft" Rigl1-Suite®Uriversal 201717.023 RSU16202 2017 Aug 22 1 Page 3 lc and EPL Temp\Lol 142 Sorrerto B RHG - S.rup Calc = W8 Frort Door faces: S wrightsoftx Right-J® Worksheet Job: Lot 142$OIfBMoB RHG -S Entire House Date: By: F/RILFRI 2017 One Stop Cooling and Heating 7225 Sardscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 1 Room name GRT MBED 2 E)posed wall 32.5 ft 39.5 ft 3 Room height 9.3 ft heaUoDol 9.3 ft heat/000l 4 5 Room dimensions Room area 281.5 ft2 1.0 x 281.5 ft 253.8 fF 14.5 x 17.5 ft Ty Construction U-value Or HTM Area (f2) Load Area (f2) Load number BtuhHF -q Btuhft2) or perimeter ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 It 435-2fm °' . -_.... H .._..0550 n- 14.35 13.41 0 0 w< ,t -.., 0 0 0 k ..,.. 0 0. 0 0.143 n 3.73 2.90 144 80 299 232 135 105 391 304, ti13A-4ocs 4A5-2om 0.550 n 14.35 13.41 0 0 0 0 30 0 431 402 11 4A5-2omd 4 0.580 n 15.14 14.35 15.90 22.44 64 0 0 120 969 430 1018 823 0 70 0 70 0 260 0 t- t-D 5-2on 4A5 2om';' 465 2fm `. 13A-4ocs 11 DO 12BOsw 4A5 2om .: 0550 0.550 0.540 , 0.143 0.390 0097 0550 e s' s - s s w'= w- 14 35 w ._. 14.09 3.73 10.18 253 1435 13.54 13B7 2.90 1227 2.82 27.44 1 0 0..., 0 0 0 0 0 0, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 0 0 Ga.._. 0 0 0 0 0 0* O 0 0 0 0 0! 0' 0, 0 0 0 0 485-2(m . -, . - p_ 0 540 w, q 14.09 29.62 0 0 0:•_- 0 w 0 0 0 0 13A-4ocs 0143 w 3.73 2.90 0 0 0 0 163 148 551 428 P:. 4A5 2om 4B5-2fm 19(`_ncva .,.,.... ,.. 0550 0.540 nnot w w 14,35 14.09 OQR 27.44 29.62 1 .. 0 0 n r._..,". n 0 0 0 0 n 0 0 n 15 0 0 0 215 0 412 O. 6 c) AED excursion _79 16 Envelope loss/gain 34131 28601 1 1 32781 2210 12 a) Infiltration 495 179 601 217 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 2 460 Appliancestother 0 0 Subtotal (lines 6 to 13) 3907 3039 3879 2887 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3907 3039 3879 2887 151 Dud loads 11 % 24%1 435 743 11 % 24%1 432 705 Total room load 4342 3782 4310 3592 Air required (dm) 01 184 01 175 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. i4G h wrightsoft` Riglt-Sute®Uriversal 201717.023 RSU16202 2017-Aug-22 1 Page O4 alc aryl EPL Temp\Lot 142 Sorrento B RHG - S.rup Calc = W8 Frort Door faces: S ALL wrightsoft• Right-M Worksheet Job: Lot 142Sorrento BRHG-S Entire House Date: 05/20/2017 One Stop Cooling and Heating By: LF/RI 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCoolirg.com License: CAC032444 1 Room name MTOI METH 2 Exposed wall 0 ft 13.0 If 3 Room height 9.3 It heat/oDol 9.3 It heaVoDol 4 5 Room dimensions Room area 3. 5 x 21. 0 fF 6. 0 It 6.5 845 fF x 13.0 ft Ty Construction U-value Or HTM Area (ftz) Load Area (fiz) Load number B1uhR oo BUW) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 126 Osw w4B5 2fm 1. _ 13A- 4o s A 097 M0. 550 0. 143 n n c, n 2. 53 aT4 35 3. 73 2. 82 213. 41 2. 90 0 0 0 0 w 0 0 0 0 0 0 0 0 0 0 0 0 Q 0 0 x 0 .. ." 0 0 A'. 0 11 4A5- 2om 4A5- 2omd 12B4Osw x 0. 550 0. 580 w. 0 097 n n e 14. 35 15. 14 b 2 53 13. 41 15. 90 M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 F,. s. . 0 0 0 „ . 0 0 0'. tN..._.-. t- G 13A- 4ors 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 T- D y/ W 4A5- 2om 126 0sw" - 4A5 tom 4B5- 2fm •_•%• 13A- 4ocs 11 DO 12B Osw 4A5 tom 4135 2fm , ,; 0. 550 0 097 0 550 0. 540 0. 143 0. 390 0 097 0 550 0. 540 0. 143 e s s 1 s_ s s w` w' w.,• w 14. 35 2 53 4; 14 35 14.09 3. 73 10. 18 253 1435 t 4b . 3. 73 27. 44 2. 82 13 54 13. 67 2. 90 1227 2: 82 27. 44 29. 62 2. 90 0 0 Y 0 0 0 0 0 0 a.. 0 0 0 0 0 0 0 0 0 a . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r,.,. 0 0 0 0 0 A. R 0 0 0 0 x0 0 0 0 D bw. , 0, 121 0 0 0 0 0 0 0 0 0 121 4.. r .. f u451 0 O 0 rm 0 D 0 0 0 0 0 0 0 0 0 0 0 0 0 350 13A-flocs G 4A5-tom 0.550 w 14.35 27.44 0 0 0 0 0 0 0 0 61 c) AED excursion 1 14 Envelope loss/gain 18 36 909 456 12 a) Infiltration 0 0 198 71 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Appliancestother 0 0 Subtotal ( lines 6 to 13) 18 36 1106 528 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 749 375 14 Subtotal 18 36 1855 903 15 Dud loads 11 % 24 % 2 9 11 % 24 % 206 221 Total room load 19 145 2062 1123 Air required (cfm) 0 2 0 55 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightsoft" 2017-Aug-221420:01 Rignt- Sute8Udversal201717.023 RSU16202 Page 5 alc and EPL Temp\Lot 142 Sorrento B RHG - S.rup Calc= W8 Front Door faces: S 42EL rF wrightsoft* Right-JO Worksheet Job: Lot 0/2017rerlto B RHG -S Entire House Bate: LFRI 2017 By: LF/RI One Stop Cooling and Heating 7225 Sardsoove Court, Wirier Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOreStopCooling.com Licerse: CAC032444 1 Room name MJVIC H 2 Exposed wall 0 It 55 It 3 Room height 9.3 It heaU000l 9.3 ft heat/ceol 4 5 Room dimensions Room area 1.0 60.9 W x 60.9 ft 1.0 172.9 ft' x 172.9 ft Ty Construction U-value Or HTM Area 011) Load Area 011) Load number Btuh --n BUW) or perimeter (ft) BWh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 U)+ 12B-0sw 4B5-2fm ,,. w ,. L 0097 0 550 n n;, 2.53 14 35 ; .,, 2.82 13.41 0 0 0 0, 0 0 -.': 0 I 0 .,.;... 0 0 0 0 D 0 0 0! 13A-4ocs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2om 0.550 n 14.35 13.41 0 0 0 0 0 0 0 0 11 W. 4A5-2omd 12B Ostiv 0.580 0097 n es...a• 15.14 253 15.90 2.82 0 0-', 0 0-_: 0 0.<; 0 0 0 0 1,<:. 0 0 0 0 0 O VV 13A-4ocs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 t-G 4A5-2om 126-Osw , 0.550 0 097 a s 14.35 253 27.44 2 82 0 0 0 0 0 0 0 0 0 0- 77 0 0 0 0 0 0 4A5 2om ;' 0 550 s s 1425 13.54 0 0 0 0 0 0 0 0, T-D 4B52fm' ,„0540 13A-4ocs 0.143 s, s 14.09. , 3.73 1367 2.90 O. 0 0 0 0 0 O 0 0 51 00. 27 101 0; 79 11 DO 126 Osv 0.390 0 097 s w 10.18 2.53 1227 2 82 0 0 0 0 0 0 0 0 24 0 24 0 244 0 294 0 4A5-2om 0550 w-, 14 35 27.44 0 0 0 0 D 0 0 0' 4B52fm.-,-a. 13A-4ocs 0540 0.143 w., w 1409 „nA..29.62 3.73 2.90 0 0 0 0 0 e 0 0.:< 0 A, 0 0 0.•_-, 0 A 0 0 0 G 4A5-2om 0.550 w 14.35 27.44 0 0 0 0 0 0 0 0 G 4B5-2fm 0.540 w 14.09 29.62 0 0 0 0 0 0 0 0 P - 12C-Osw - 0.091 2.38 1.51 0 0 0 0 98 98 232 147L=p C F F 11D0 16B-30ad 19C 1,9csq 22A-1pm 0.390 0.032 0.049 1.180 n 70.18 ,,,,., 0.84 0.44 30BO 1227 .. 1.76 0.31 0.00 0 43 0 61 0 43 0 0 0. 36 • 0; 0 0 ,,.,.n 76 0 0 F„0 0 0 173 0.., 0 6 9 0 0 169 Q 0 d 0 6 c) AED exa.irsion 2 14 Emelope loss/gain 36 74 747 506 12 a) Infiltration 0 0 84 30 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Applianoes/other 0 0 Subtotal (lines 6 to 13) 36 74 831 536 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 171 110 831 536 14 Subtotal 207 184 0 0 15 Duct loads 11 % 24 % 23 45 11 % T 24 % 0 0 Total room load 230 2291 0 0 Air required (cfm) 0 11 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightSOft" Rig li-Sute®Uriversa12017 17.0.23 RSU16202 2017-Aug-22 1420:01 alc and EPL Temp\Lot 142 Sorrento B RHG - S.rup Calc = W8 Front Door faces: S Page 6 wrightsoft' Right-M Worksheet Dart 142 17 B RHG -s Entire House Date: LFRI 2017 By: LF/RI One Stop Cooling and Heating 7225 Sandsoove Court, Wirter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www..OreStopCooling.00m License: CAC032444 1 Room name BED2 BED3 2 E)posed wall 25.0 It 25.0 ft 3 Room height 9.0 ft heatl000l 9.0 ft heat/000l 4 5 Room dimensions Room area 13.5 x 155.3 ft2 115 ft 1.0 x 164.0 ft2 164.0 ft Ty Constudon U-value Or HTM Area OF) Load Area OF) Load number Btuh4t2-°F) Btj"2) or perimeter ft) Btuh) or perimeter ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 126-Osw ,^ 4B5 2fm 13A-4ocs u 0097 w-,0.550 0.143 n.% 6, n 253 14.35 3.73 2.82 w ,13.4i 2.90 122'107 i,,,,, ,,15 0 0 0 270 N,215 0 300 201 0 U 0 0 0 w,z,., 0 0 0 0 0 0 0 0 11 VJ t-G Vt-D 4A5-2om 4A5-2omd 12B Osw i, 13A-4ocs 4A5-tom 126 Osv-=76I.M7 4A5 tom 4B5 2fm 13A-4ocs 0.550 0.580 0 097„ 0.143 0.550 0 550 05A0 0.143 n n eat a e s ? s s.A, s 1425 15.14 2: 6 3.73 14.35 2 53' 14.35 1409 3.73 13.41 15.90 2.82 2.90 27.44 2.82 13:54 13.67, 2.90 0 0 i b4 0 0 0 0 0 0 0 0 104 0 0 0 0 0 0 0 0 262 0 0 0 0 a .,.0 0 0 0 292 0 0 0 0 0 0 0 0 126 0 0 99 15 ti_ o 0 0 0 126 0 0 84 13 0 0 0 0 319 0 0 213 215 w 0 0 0 0 355 0 0 203, u0 0 11 DO 4A5-2 465-26 A, „ 13A-4ocs 4A5 tom 0.390 0.097 0550 a.,. 0 540 0.143 0.550 s w. ; w w 10.18 14 09 3.73 14.35 1227 29.62 2.90 27.44 0 0 z0 0 0 0 0 0 0 0 0 0 0 0 0, z . 0 0 0 0 s O 0 0 0 0 0 0 0 O 0 0 0 0 0' 0 0 0 0 p 0 Awe A,Q 0 0 0 0 0 0 0 P D„11 4135-21m 12C Osw- DO 168 30ad 19csc 22A-tom 0.540 0.091 0.390 0032 0049 1.180 w n , 14.09 238 1-0:18 084 044' 30.80 29.62 151' 12270 1.76 0:31 0.00 0 0 155 0 0 0 0 0 155 0 0 0 0 0 130 0 0 0 00 273 0 0 0 164 89 0 0 0 0= 164 99 0 0 0 Q 137 44 0 0 Q' 0 288 31# 0 C F 61 c) AED excursion 1 36 1 1 -36 Envelope loss/gain 877 1030 928 1078 12 a) Infiltration 368 133 368 133 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants Ca 230 1 230 1 230 Appliances/other 0 1 0 Subtotal (lines 6to 13) 1245 1393 1296 1441 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1245 1393 1296 1441 15 Dud loads 11 % 24% 139 340 11 % 24% 144 352 Total room load 1383I 1733 1440 1794 Air required (dm) o 84 0 87 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. F- wrightsoft° 2017-Aug-221420:01 Right-SuteOUriversal 2017 17.023 RSU16202 Page 7 alc and EPL Temp\Lot 142 Sorrento B RHG - S.rup Calc = W8 Front Door faces: S writghtsoftx Right-JO Worksheet Job: Lot 142 Sorrento B RHG -S Entire House Date: 05/20/2017 One Stop Cooling and Heating By: LF/RI 7225 Sardscove Court, Winter Park, FL 32792 Ptnre: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OreStopCoolirg.com Licerse: CAC032444 1 Room name T012 BEN 2 Fposed wall 7.5 ft 24.5 It 3 Room height 9.0 It heaV000l 9.0 ft heat/000l 4 5 Room dimensions Room area 6.0 x 6.0 It 36.0 i' 1.0 137.0 fF x 137.0 ft Ty Construction U-value Or HTM Area 012) Load Area OF) Load number Btuhfil -+F Btuhfit2) or perimeter ft) Btuh) or perimeter ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12B-0sw, 4852fm...A -,.. ___ 0.097 a.s0550 ri n 2.53 d4.35 2 82 13.41 0 0 0 0,,,,, 0 k 0' 0;< 0; 0 Q 0 0 p' 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 11 tA13A-4ocs W, UJ G t-D 4A5-2om 4A5-2omd 12B09w 13A-4ocs µ 4A5-2om 12B-Osw'. 4A5-2om 465 2fm:. . - 13A-4ocs 11 DO 12B Osw 0.550 0.580 i 0.097 0.143 0.550 0097 0 550 0 540 0.143 0.390 0.00 n n e. e a s s s s s w' 14.35 15.14 253 3.73 14.35 2.53 14.35 14,09 3.73 10.18 2:53 13.41 15.90 2.82 2.90 27.44 2.82 13.54 w.. 13.67 2.90 1227 2.82 0 0 14 0 0 5448 O 6 0 0 0 0 0 14.,,„„.' 0 0 6 0 0 0 0 0 34 0 0 122 85 0 0 0 0 0 38 0 0 n 135 82 0 0 FA.. 0 0 0 0 0 117-. O` 6 0 0 0 0 0..-.0. 0 0 111 6:85, 0 0 89 0 0 0 0 281 0 0 0 224 0 0 0 0 0 313 0 0 0 7249 4A5-2om 0-950 w , 14.35 27.44 0 0 0 0 15 0 215 412' V1 4135 2hn 13A-4ocs 0 540 0.143 w ... w 14.09... 3.73 29'.62 .., 2.90 p 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2om 0.550 w 14.35 27.44 0 0 0 0 0 0 0 0 r CC' P 465-2fm 12C Osw 0.540 0.91 w 14.09 29.62 0 0 0 0 0 0 0 0 0 0 LLD t1D0 0.390 n',0..0; 10. 8 1227 4 0 0 x ..a -. 0 0 p C F 16B-30ad 19C 19csc{< , 0.032 0.049 0.84 0.44 1.76 0.31 36 36 ems: 36 36 30 16 63 11 a 137 22 137 22 114 l O, 241 7- F 22Atpm 1180 30BO 0.00 0 0 0 6 c) AED excursion -9 112 Envelope loss/gain 1 2861 3211 1 1 9291 1416 12 a) Infiltration 110 40 361 130 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 1 230 Appliances/other 0 0 Subtotal (lines 6 to 13) 397 360 1290 1776 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 98 541 14 Subtotal 397 360 1387 2316 15 Duct loads 11 % 24 % 44 88 11 % 24%1 154 566 Total room load 441 448 1542 2883 Air required (dm) 0 22 0 140 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. FP' wright6oft` Right-SuteOUriversal201717.023 RSU16202 2017-Aug-22 1420:01 4' ... alc and EPL Temp\Lot 142 Sorrerto B RHG - S.rLp Calc = W8 Frort Door faces: S Page 8 wrightsoft°` Right-J®Worksheet Job: Lot 142Sorrento BRHG-S Entire House Date: 05/20/2017 By: LF/RI One Stop Cooling and Heating 7225 Sandscove Court, Wirter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOreStopCoolirg.com License: CAC032444 1 Room name LOFT STC2 2 Exposed wall 12.0 ft 15.5 ft 3 Room height 9.0 ft heat/cool 9.0 ft heatt000l 4 Room dimensions 1.0 x 191.0 ft 4.5 x 11.0 ft 5 Room area 191.0 ft2 49.5 K2 Ty Construction U-value Or HTM Area (ft2) Load Area ft2) Load number BtuhritL-0 Btuh4t2) or perimeter (ft) Btuh) or perimeter (ft) Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 126 Osw. " 0.097 n 2.53 M2 f 108 108 273 304 41 41' 103 114 4B5 2fm. ........ 0.550 n", 14.35 13.41 f.x-.0 0 0 0 w, ;. 0 0 0 r . 01 13A- 4ocs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 4A5- 2om 0.550 n 14.35 13.41 0 0 0 0 0 0 0 0 11 4A5-2omd 0.580 n 15.14 15.90 0 0 0 0 0 0 0 0 12&. OSN p „,. 0. 097 e.':.,,.__2.53 p 2.82 0 ri. 0 0 0 0 F s p 0 0` VV 13A-4ocs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 G 4A5 tom 0.550 a 14.35 27.44 0 0 0 0 0 0 0 0 12B- 09w 4A5- tom 0 097 0 55D s s 2 5314 35 2 82 13 54 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4B52fm<,,.. : p540„'s.! 14".09„ w 13:67 0 0 0 0 0xr Q „ U 1 13A-40cs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 t- D 11DO 0390 s 10.18 1227 0 0 0 0 0 0 0 0 126 Osw '` 4A5 tom b 097 0 550 w ` raw 2. 53 9 4 35 2 82 27 44 0 0 0 0 y : 0 0 2 rx 0 0 99 D< X, 95 Q 241 0 268 0 4B5, 2fm ., 0.540 w: 14'.09.G.,. 2962 0.,' 0.,- 0.... 0 4 r<,,.,. 0 56 118 13A- 4ocs 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 4A5- 2om 0.550 w 14.35 27.44 0 0 0 0 0 0 0 0 4B5- 2hm 0.540 w 14.09 29.62 0 0 0 0 0 0 0 0 P 12C'Ow- 0 091 2 38 1151 0 0 0 0 0 h 0 0 0 L- D'11Dp 390n„ 10.1$1227 Qw v,0 0 0 0„,,<, O.. m;0.-. Ai,_,,L 0 C 16B-30ad 0.032 0.84 1.76 191 191 160 336 50 50 41 87 F - n19C 1, 9cap 0 049 0.44 u0 31 3 3 1 b 1 0 0.. a 0, r0 F 22A-firm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 07 77 r x e^A w wu c r A,> at..,,.wu 5a.r-,ce: P w.«."„ a a" 6 c) AED excursion 18 37 Envelope loss/gain 434 623 441 624 12 a) Infiltration 177 64 228 82 b) Room ventilation 0 0 0 0 13 Intemalgains: Occupants@ 230 0 0 0 0 Applianoes/ other 0 0 Subtotal ( lines 6 to 13) 611 687 669 707 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 764 1243 669 707 14 Subtotal 1375 1930 0 0 15 Duct loads 11 % 24%1 153 472 11 % 24 % 0 0 Total room load 1528 2402 0 0 Air required (cfm) 0 117 0 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. p- wrightsoft 2017-Aug-221420:01 Right- SuteOUriversal 2017 17.023 RSU16202 Page 9 alc and EPL Templot 142 Sorrerto B RHG - S.nQ Calc = W8 Frort Door faces: S A-L- wrightsoft* Right-JO Worksheet Job: Lot 142 Sorrento B RHG - S rF Entire House Date: 05/20/2017 By- LFRI One Stop Cooling and Heating 7225 Sandscove Court,Wirter Park, FL32792 Phone: (407) 629 -6920 Fax: (407) 629 - 9307 Web: www.OrieStopCoolirig.com License: CAC032444 1 Room name 2 E)qposedvell 0 ft 4.5 ft 3 Room height 9.0 It heatIoDol 9.0 ft heat/cool 4 Room dimensions 2.5 x 3.0 ft 4.5 x 4.5 ft 5 Room area 7.5 W 20.3 ft' Ty Construction U-value Or HTM Area (fF) Load Area (ft2) Load number BtuhM--g or perimeter (ft) h) or perimeter (ft) Bbih) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1213-0sm; 4B5-2[m,, 13A-flocs 0 .097 0.550 0.143 n' n 3.73 2.90 0 01" 0 ";-0 0 0 0 0" o 0 0 0 0 0 0 0 4A5-2om 0.550 n 14,35 13.41 0 0 0 0 0 0 0 0 11 4A5-2omd 12E,' 0.580 0.097 n e 15.14 253 15.90 2.82 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t-G 13A-flocs 0.143 e 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2om 12E- 0.550 6.097 e s 14,35 2.53 27.44 0 0._ 7, 0 b 0 76 77, -o' 0 0 o'77-- 0 o 0 0 6 T-D 4B5-2tm,41,","""4'",",, 13A-flocs 0.550 U 54 0 0.143 s , sA,: s 1435 14.09 3.73 135413. 67 2. 90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1DO 12B- 09N, 7-7 4A5- 2om 4 - 2frn, Ek5 ... ..... 0. 390 777, 7-7b007 0- 51% 0. 546 s w', w_ 10. 18 2. 53 14. 15 IA109 1227 2. 82 27, 44 29, 62 0 0 OL" b 0 0 0 0 0 0 0 0 eo 0 1 0 O 1 0 41 0 0 0 103 0 d 0 114 r hI - V[ 13A-4ocs 4A5- 2om 4B5- 2fm .......... 0. 143 0. 550 0. 540 w w w 3. 73 14. 35 14. 09 2. 90 27. 44 29. 62 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 . 0 0 0 I 22A-tpm 1.1801 1 6 c) AED excursion 0 28 Envelope loss/gain 10 15 119 122 12 a) Infiltration 0 0 66 24 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 4 920 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 10 15 186 1066 Less external load 0 0 0 0 Lesstranster 0 0 0 0 Redistribution 10 15 186 106a 14 Subtotal 0 0 0 0 15 Duct loads 11% 24% 0 01 11% 24% 0 0 Total room load 0 T 0 0 Air required (c[m) 0 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. A&- wriiightsc3oft, 2017-Aug-22 1420.01 Right-SuiteOUniversal 2017 17.023 RSU1 6202 Page 10 lc and EPL Temp\Lot 142 Sorrento B RHG - S.rulo Calc=M Front Door faces: S I-wrightsoftw Right-JOWorksheet Job: Lot 142Sorrento BRHG-S Entire House Date: 05/20/2017 By: LF/RI One Stop Cooling and Heating 7225 Sardsoove Cart, W irter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopCooling.00m License: CAC032444 1 Room name BTH2 2 Exposed vall 0 It 3 Room height 9.0 It heatbDol 4 Room dimensions 6.0 x 5.5 ft 5 Room area 33.0 ft' Ty Construction U-value Or HTM Area (IM Load Area Load number Btuh11--) BtuhM2) or perimeter ft) Bluh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 yJ 121309w , 0097 n 253 2.820 4B5 2(m uw .;. 0,550 r`, n;, b 14.35. 13.41 fi t 0 0 0 m 0 13A- 4ocs 0.143 n 3.73 2.90 0 0 0 0 4A5- tom 0.550 n 1435 13.41 0 0 0 0 11 II—--CGG 4A5-2omd 0.580 n 15.14 15.90 0 0 0 0 12BrOsw,,,,,,,,,,,,,, 0.097 ei 2:53 2.82.,...,<,,0 r 0.:..F,-,,,.,,.0. 0 VV 13A-4ocs 0.143 e 3.73 2.90 0 0 0 0 t— G 4A5-2om 0.550 e 14M 27.44 0 0 0 0 T— D 111 DO 4A5- 2om 465- 2fm F 0390I s I 10.18I 1 0. 1431 w I 3.73I 2 OS50 w 14.35 27 6 c) AED excursion 1 2 Envelope loss/gain 40 65 12 a) Infiltration 0 0 b) Room ventilation 0 0 13 Internal gains: Ooaipants@ 230 0 0 Appliancestother 0 Subtotal ( lines 6 to 13) 40 65 Less external load 0 0 Less transfer 0 0 Redistribution 3 4 14 Subtotal 42 69 15 Ductloads Total room load 47 86 Air required (dm) 0 4 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. 2017- Aug-221420:01 iAC - 1- wrightsoft" Rig ht-Sute®Universal 201717.023 RSU16202 Page 11 alc and EPL Temp\Lot 142 Sorrento B RHG - S.rcp Calc = Iv1J6 Frort Door faces: S wrightsoft® Duct System Summary Entire House One Stop Cooling and Heating 7225 Sardsoove Coat, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com Licerse: CAC032444 For: External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual airflow Total effective length (TEL) Park Square Homes 2410 Waxwing Way, Sanford, FL Heating 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.169 i n/100ft 0 cfm 201 Job: Lot 142 Sorrento B RHG - S Date: 05/20/2017 By: LF/RI Cooling a50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.169 in/100ft 1160 cfm Brah,-c tail Tabled m Was Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Mal Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BED2 c 1733 0 84 0.277 6.0 Ox 0 MFx 22.8 100.0 st1 BED3 c 1794 0 87 0.268 6.0 Ox 0 VIFx 22.1 105.0 st1 BED4 c 2883 0 140 0.275 6.0 Ox 0 MFx 23.7 100.0 st1 BTH2 c 86 0 4 0.307 4.0 Ox 0 MFx 15.6 95.0 sti DINE c 1129 0 55 0.179 5.0 Ox 0 MFx 45.4 145.0 st3 GRT c 3782 0 184 0.176 9.0 Ox 0 VIFx 48.0 145.0 st3 KIT c 2157 0 105 0.214 6.0 Ox 0 VIFx 28.9 130.0 st2 LNDY c 1206 0 59 0.228 5.0 Ox 0 VI Fx 24.4 125.0 st2 LOFT -A c 2402 0 117 0.282 6.0 Ox 0 VIFx 20.5 100.0 st1 MBED c 3592 0 175 0.170 8.0 Ox 0 MFx 50.5 150.0 st3 MBTH c 1123 0 55 0.169 5.0 Ox 0 VIFx 51.4 150.0 st3 MTol c 45 0 2 0.177 4.0 Ox 0 VIFx 41.9 150.0 st3 MW IC -A c 229 0 11 0.176 4.0 Ox 0 VI Fx 43.4 150.0 st3 PWDR c 1228 0 60 0.219 5.0 Ox 0 VIFx 24.9 130.0 st2 T012 c 448 0 22 0.293 4.0 Ox 0 VIFx 20.9 95.0 st1 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk st2 PeakAVF 0 705 0.169 660 14.0 0 x 0 VnlFlx st1 PeakAVF 0 455 0.268 579 12.0 0 x 0 VnlFlx st3 PeakAVF 0 482 0.169 613 12.0 0 x 0 VnlFlx st2 Boldftalic values have been manually overridden 2017-A 221420:02wrihtSOft' Right-Sule®Uriversa1201717.023 RSU16202 Page 1 mlc and EPL Temp\Lot 142 Sorrerto B RHG - S.rLp Calc = KW Front Door faces: S 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 rb1 Ox 0 0 1160 0 0 0 0 Ox 0 MFx Wri htsOft° 2017-Aug-2214:20:02 9 Rig 201717.023 RSU16202 Page 2 ACC*, ...alc and EPL Templot 142 Sorrerto B RHG - S.nQ Calc = W8 Frort boor faces: S wrightsofte Static Pressure and Friction Rate Entire House One Stop Cooling and Heating 7225 Sandscove Court, Wirter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 For: External static pressure Pressure losses coil Heat exchanger Supply diffusers Return grilles Filter Humidifier Balancing damper Other device Available static pressure Total length Total effective length Supply Ducts Return Ducts Park Square Homes 2410 Waxwing Way, Sanford, FL Job: Lot 142 Sorrento B RHG - S Date: 05/20/2017 By. LF/RI Heating Cooling in H2O) (in H2O) 0.50 0.50 0 0 0 0 0.03 0.03 0.03 0.03 0.10 0.10 0 0 0 0 0 0 0.34 0.34 201 Heating i n/100ft) 0.169 OK 0.169 OK 0 201 Cooling in/100ft) 0.169 OK 0.169 OK a F tting Equlualent Length Deta ls" , supply1 1 11 J=1 5, 1 A--35, 11 G--5, 11 G--5, 11 G--5: Total EL=1 50 Return TotalEL=O 2017-A 2214:20:02rFwrightSOft' Rig ht-Sute®Uriversal2017 17.023 RSU16202 Page 1 alc and EPL Templot 142 Sorrerto B RHG - S.nQ Calc = M18 Frort Door faces: S FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 142 Sorrento B RHG - S Builder Name: One Stop Cooling and Heating Street: 2410 Waxwing Way Permit Office: Seminole City, State, Zip: Sanford , FL , Permit Number: Owner: Park Square Homes Jurisdiction: (P 9 I'500 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/door jambs and framing and skylights and framing shall be sealed. Rim 'oists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be 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 8/22/2017 11:24 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 Level 1 MBED O I 0 10x10 GRT 170cfm 5d cfrr7 EF1 VTR 8X4 Iloilo On j 195 cfm 0 j9„ i 4 K/ 451 8x4 c11 fm y T FBB 2_fkcfm 5 10x6 q MBTH , MWIC - DINE r., z 8x412" 77 I 59 cfm 1 3. 10x6 STC1y as KIT; 105cfmrri LND rs r < PWDR, 8x4 57 cfm - FBB 1 SupRlser Ig0Roc, , . TW EFIlV., it 14" -- - - - - T I I I I GARAGE I I Job #: Lot 142 Sorrento B RHG - S Performed by LF/RI for: Park Square Homes 2410 Waxwinq Way Sanford, FL One Stop Cooling and Heating 7225 Sandscove Court Winter Park, FL32792 Phone: ( 407) 629 - 6920 Fax: (407) 629 - 9307 www. OneStopCooling.com Scale: 1 :107 Page 1 Right - Suite® Universal 2017 17. 0.23 RSU16202 2017- Aug-16 14:28:34 Job #: Lot 142 Sorrento B RHG - S Performed by LF/RI for: Park Square Homes 2410 Waxwing Way Sanford, FL Level 2 One Stop Cooling and Heating 7225 Sandscove Court Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 www.OneStopCooling.com Scale:1 :107 Page 2 Right -Suite® Universal 2017 17.0.23 RSU16202 2017-Aug-16 14:28:35 G' 61, W(L RECORD COPY o\\- DINO SANFORD PAR 4 N-- DESCRIPTION AS F'URNISHED; Lot 142, WYNDHAM PRESERVE, as recorded in Plot Book 81, Paces 9.: through 102 of the Public Records of Seminole County, Florida; PLOT PLAN FOR/CERTIFIED TO. Bark Square Enterprises, LLC (a Delaware Corporation); 8P 11- Z(ooLi Winderweedle, Haines, Ward & Woodman,, PA; Attorneys' Title Insurance Fund; Bank of America Z 0 NlN, fZ-_ j11-- Ok to construct single family`home with setbacks and impervious area 1 shown on plan. 35. 9,0/a Sz 1)= 90°00'00" R= 25.00' L= 39.27' C,= 35.36' CB = S 45'19'09" CORD COPY LOT 141 N 89040'5.1 " E 6. 1.00' LOT 142 LOT 140 I y 20. 00' I 20. 00' 20.00, 3. 0'x4,0' AC 5. DO' 26.00' 14. 7' I LANAI I 15.3' 5. 00' x y I PROPOSED RESIDENCE 1 2078- SORRENTO-3 q 02CARGARAGERIGHTLO O '" I oCz 1 a I COV'D. 1 ENTRY 26. 00' I 9. 3' Ld L0 0 20 6, 5.00' W LK I1 DRIVE t 28. 33' 25. 00, 25.00' 1 IIE, TIL. SETBACKS AS FURNISHED FRONT = 25'(•) REAR = 20' SIDE - 5' (40' LOT) 7. 5' (60' LOT) 10' ( 75' LOT) SIDE STREET = 25' (60' & 75' LOT) 15' ( 40' LOT) 25' FRONT SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS, NO MORE THAN 2) IN SUCCESSION AT 20' AND A MINIMUM OF ( 2) IN SUCCESSION AT 25' PROPOSED = FINSHED SPOT GRADE ELEVATIONS PER DRAINAGE PLANS G PROPOSED DRAINAGE FLOW\Q LOTGRADINGTYPE 'A" PROPOSED F.F. PER PLANS = 30.7' QQ WALK LOT 143 N 89°4051 " E 36, 00' TrA_ Y;VIIV C Tlj. r PRIVATE ROAD)(50' WIDE) PLOT PLAN ONLY PLOT PLAN AREA CALCULATIONS NOT A SURVEY TOTAL LOT AREA 6,576 t SQUARE FEET - FLATWORK ON/OFF LOT TOTAL t SQUARE FEET FIATWORK DRIVE 4001 110- 510 t SQUARE FEET FOUNDATION/PAD 1,744 t SQUARE FEET WALKS 371880= 917 t SQUARE FEET REAR PATIO 112 t SQUARE FEET SOD 4,208 300E =4,508a4 SQUARE FEET FRONT PORCH DECK 62 1 SQUARE FEET POOL DECK N/A t SQUARE FEET NOTE: FRONT SIDEWALK AND STREET LOCATICN TAKEN FROM PLANS PROVIDED BY CLIENT • NOT F)ELO VERIFIED - CRUSEjV. A1E.YF,.R-SCOTT ALS',STOC,, INC - L.4j D ASYURTI.F11-01,_SY LCOCND - LEGEND- ' P PLAT P.01- POINT ON LINE 5400 E. COLONAL DR. ORLANDO, FL. 32807 (407)-277--3232 FAX (407)-658-1436 F FIELD TYP. TYPICAL PID1i t R IRGR PIPE IRON R PR.C, P.CR, POINT F REVERSE CURVATURE POINT OOF COMPOUNDCURVATURE I. THE UNDERSIGNED DOES HEREBY CERHFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORM BY THE FLORIDA BOARD Of' C N CFL CONCRETEMONUMENT RAD, RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER S.I-17 FLORIDA ADMINISTRATIVE COOS PURSUANT TO SECTION 472.027, FLORlpA STATUES ET I.R. 1/2' IR. R/OLD 4596 NA. NON -RADIAL 2. UNLESS L'MBOSSED WITH SURVEYORS SIGNATURE AND ORIGIN41 RAISED SEAL, THIS SURVEY MAP OR COPIES ARE NOT VAUD. REC. RECOVERED W. P. WITNESS POINT J. THIS SURVEY WAS PREPARED FROM TITLE IMFDRMATTON FURNISHED TO THE SURVEYOR THERE MAY BE OTHER RESTRICTIONS P.D.D. POINT OF BEGINNING CALL CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY. N.D.C. E POINT DFCOHHENCCKVn CENTERLINE P,RR FF, PERMANENT REFERENCEMONUMENT FINISHED FLOOR 30N FDUIL.DIHOINISHED 4, NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. NSD a NAIL L DISK D.S.L. K LINE SETBACK LINE Li. THIS SURVEY IS PP.EPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. R!W RIfWT- OF-WAY B.H. BENCHMARK S. DIMENSIONS SHOWN FOR THE LOCATTON OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNOARY LINES. SPA DRAIN. EASEMENT DRAINAGEB.H. BASE HEARING 7. BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARINO (B.B.) UTIL UTILITY B, ELEVATIONS, IF SHOWY, ARE £LASED ON AU,TIJHAL GEODETIC VERRCAL DATUM OF I929, UNLESS OTHERWISE NOTED.CLrC. 1 CHANT LINK FENCE 9. CERTiFiCATE OF AUTHORIZATION N0. 459E, WD,FC C! 0 C/D ODDFENCECONCRETE BLOCK SCALE """- 1" = 20' -- DRAWN BY% ' P.C. P, T. BFSC, POINT OFCURVATURE POINT OF TANGENCY DESCRIPTION CERTIFIED BY: L hRCRADI IErvGTH PLOT PLAN 05-16-2017 3335-1 > D DELTA REVISED PLOT PLAN (MOVED A/C) 09-19-2017 C as, CHORD CHORDDEARING NORTHTHIS BUILDING\ PROPERTY DOES NOT LIE WITHIN .- THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER "FIRM" TOM X. GRUSENMEYER, R.L.S. # 4714 ZONE X. MAP j 121 17CO090 F (09-28-07) DAMES W. SCOTT, R,L.S ; 4801 w I Filename: PARK SQUARE SORRENTO 2,078SF.rrr RECORD COPY Lighting and Small Appliance/Laundry Circuits Floor Area SmAppNo LaundNo Line Neutral 2 2 1 Lighting Summary Standard 3,527 3,527 Optional 4,506 3,527 Ranges & Ovens Range No. No? Nameplate Line Neutral 1 1 8000 2 0 0 3 0 0 Range/Oven Summary Standard 6,400 4,480 Optional 8,000 4,480 Dryers - 2 6 4Dryer-No _ No? Nameplate Line Neutral gU LD,y 1 1 5000 2 0 SAFORD - - -- - — - 3 0 0 Dryer Summary Standard 5,000 3,500 Optional 5,000 3,500 Heating and Cooling: Actual Number = 2 Name M? Ph No Amps Volts VA HP Line Neutral 1 M 1 1 14.0 240 3,360 0 1 M 1 1 2.0 240 480 0 1 M 1 1 5.0 240 1,200 0 1 1 1 1 14 240 1 3,360 0 2 M 1 1 14.0 240 3,360 0 2 M 1 1 2.0 240 480 0 2 M. 1 1 5.0 240 1,200 0 2 1 1 1 14 240 1 3,360 0 Heat/Cool Summary Standard 16,800 0 Optional 16,800 0 Fixed Appliances: Actual Number = 6 Name M? Ph No Amps Volts VA HP Line Neutral DISP 1 1 120 600 600 600 DISH 1 1 120 1200 1,200 1,200 MICRO 1 1 120 1200 1,200 1,200 WH 1 1 18.5 240 4,440 0 OPT POOL 1 1 10 240 2,400 0 OPT POOL HEAT 1 1 31 240 7,440 0 Fixed Appliance Summary Standard 12,960 2,250 Optional 17,280 2,250 Other Appliances: Actual Number = 0 Name M? Ph No Amps Volts VA HP Line Neutral Other Appliance Summary Standard 0 0 Optional 0 0 A. y 25% of Max Motor: Line is Std Only; Neutral for Both Maximum Phase Amps Volts 1 14 240 Heat/Cool Phase Amps Volts 1 14 240 Fixed Appl. Phase Amps Volts 0 Other Appl. Phase Amps Volts 0 Max Motor Summary Standard Only 840 0 SUMMARY Standard Line Neutral Total Total 45,527 13,757 Maximum Amperage = 190 57 Service Voltage = 240 Service Phase = 1 Optional Line Neutral Total Total 36,714 13,757 Maximum Amperage 153 57 Service Voltage = 240 Service Phase = 1 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Rr''0p1) Cnp RE: P2078B - Park Sq Hms/ Sorrento-B 2078 Site Information: Customer Info: PARK SQUARE HOMES Lot/Block: 142 Address: 2410 WAXWING WAY City: SANFORD MiTek USA, Inc. 6904 Parke East Blvd. Project Name: P2078B Model: SORRENTOT rffg, Fh 33610-4115 Subdivision: WYNDHAM PRESERVE 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 8r 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 38 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 1 IT11778633 lAl 8/7/17 112 T11778644 IC1 8/7/17 12 I T11778634 I A2 18/7/17 113 I T11778645 I C2 18/7/17 13 I T11778635 I A3 18/7/17 114 I T11778646 I C3 18/7/17 14 I T11778636 I A4 18/7/17 115 I T11778647 I CJ 1 18/7/17 15 I T11778637 I A5 18/7/17 116 I T11778648 I CJ3 18/7/17 16 I T11778638 I B1 18/7/17 117 I T11778649 I CJ4 18/7/17 17 I T11778639 I B2 18/7/17 118 I T11778650 I CJ5 18/7/17 18 I T11778640 I B3 18/7/17 119 I T11778651 I D1 18/7/17 19 I T11778641 I B4 18/7/17 120 I T11778652 I D2 18/7/17 110 I T11778642 I B5 18/7/17 121 I T11778653 I D3 18/7/17 Ill I T11778643 166 18/7/17 122 I T11778654 I E1 18/7/17 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not cons ned and sealed and the signature must be verified on any electronic copies `,\-DING 7 - 260Jsp,.o20 The truss drawing( s) referenced above haae;jflfepared 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. STATE OF _.` 441 August 7,2017 Lee, Julius I of 2 RE: P2078B - Park Sq Hms/ Sorrento-B 2078 Site Information: Customer Info: PARK SQUARE HOMES Lot/Block: 142 Address: 2410 WAXWING WAY City: SANFORD No. Seal# Truss Name I Date 123 IT11778655 I E2 8/7/17 124 IT11778656 I F1 18/7/17 I 125 IT11778657 I F2 18/7/17 126 IT11778658 I F2A 18/7/17 127 I T11778659 I F3 18/7/17 128 IT11778660 I F4 18/7/17 129 1T11778661 1 F4A 18/7/17 I 130 I T11778662 I F5 18/7/17 131 IT11778663 I FT1 18/7/17 132 IT11778664 I FT2 18/7/17 133 IT11778665 I FT3 18/7/17 134 I T11778666 I FT4 18/7/17 135 I T11778667 J R 18/7/17 136 IT11778668 I KJ2 18/7/17 137 IT11778669 I KJ7 18/7/17 138 IT11778670 I M1 18/7/17 Project Name: P2078B Model: SORRENTO 2078 - B Subdivision: WYNDHAM PRESERVE State: FLORIDA 2 of 2 Job Truss Truss Type Qty Ply Park Sq Fimsl Sorento-B 2078 T11778633 P2078B Al COMMON 7 1 Referen(optional) Mid -Florida Lumber, Bartow, FL. 7.640 s Apr 19 2016 MiTek Industries, Inc. Mon Aug 07 15:27:08 2017 Page 1 ID: LwgEfgAb9YkKfRKdr2TZXPzS7xJ-go42Z?kaCgS5AftV LG5gPKmtonii_ttNSMzFTNygCzn r1-0.0 7-11-11 15-0-0 22-0-5 30-0-0 31-0.010.10 7-11-11 7-0-5 7-0-5 7-11-11 Scale = 153.3 4x4 = 3x6 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TP12007 6.00 12 3x4 = 4x5 = 3x4 = CSI. DEFL. in (loc) I/deft Ud TC 0.62 Vert(LL) 0.39 8-10 >934 240 BC 0.93 Vert(TL) 0.68 8-10 >532 180 WB 0.31 Horz(TL) 0.09 6 n/a n/a Matrix-M) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1260/0-8-0, 6=1260/0-8-0 Max Horz 2=-164(LC 10) Max Uplift2=-328(LC 12), 6=-328(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-1997/568, 3-17=-1902/593, 3-18=-1777/594, 4-18=1668/606, 4-19=-1668/606, 5-19=-1777/594, 5-20=-1902/593, 6-20=-1997/568 BOT CHORD 2-10=-409/1772, 10-21=-189/1163, 9-21=189/1163, 9-22=-189/1163, 8-22=-189/1163, 6-8=425/1701 WEBS 4-8=199/755, 5-8=-427/259, 4-10=-199/755, 3-10=-427/259 3x6 = PLATES GRIP MT20 244/190 Weight: 137 lb FT = 20% Structural wood sheathing directly applied or 3-3-3 oc purlins. Rigid ceiling directly applied or 2-2-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=25ft; 8=45ft; L=30ft, eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 15-0-0, Exterior(2) 15-0-0 to 18-0-0 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, with BCDL = I O.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 328 lb uplift at joint 2 and 328 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. I" e Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly 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 769D4fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 Quality Criteria, DSB-89 and SCSI Building Component Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. a, FL 36610 Job Truss Truss Type City Ply Park Sq Hms/ Sorrento-B 2078 T71778634 P2078B A2 HIP 1 1 Job Reference ( tional Mid -Florida Lumber, Bartow, FL. 7.640 s Apr 19 2016 MiTek Indusldes, Inc. Mon Aug 07 15:27:08 2017 Page 1 ID:LwgEfgAb9YkKfRKdr2TZXPzS7xJ-go42Z?kaCgS5AftVLG5gPKmvRnoe_oiNSMzFTNygCzn 1-0.0 6-9-4 13-0-0 17-0-0 23-2-12 30.0.0 31-0.0 r1-0.0 6-9-4 6-2-12 4-0.0 6-2-12 6-9-4 of0 d1 3x5 = 4x8 = 4x4 = 13 12 10 9 3x4 = 3x8 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 TCDL 10.0 Lumber DOL 1.25 BC 0.55 BCLL 0.0 ' Rep Stress Incr YES WB 0.58 BCDL 10.0 Code FBC2014/TP12007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 DEFL. in (loc) I/deft L/d Vert(LL) -0.09 12-13 >999 240 Vert(TL) -0.28 12-13 >999 180 Horz(TL) 0.10 7 n/a n/a Scale = 1,53.5 3x5 = PLATES GRIP MT20 244/190 Weight: 157 Ito FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-2-7 oc bracing. REACTIONS. (lb/size) 2=1260/0-8-0, 7=1260/0-8-0 Max Horz 2=144(LC 11) Max Uplift2=-328(LC 12), 7=-328(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-20=-2114/654, 3-20=-2033/675, 3-21 =-1 561/556, 4-21 =1 468/572, 4-5=-1321/571, 5-22=-1469/572, 6-22=-1562/556, 6-23=-2032/675, 7-23=-2114/654 BOT CHORD 2-13=-510/1818, 12-13=-510/1818, 11-12=-289/1320, 10-11=-289/1320, 9-10=-519/1818, 7-9=519/1818 WEBS 3-13=0/259, 3-12=-579/253, 4-12=-92/397, 5-10=110/398, 6-10=579/253, 6-9=0/258 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=30ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 13-0-0, Exterior(2) 13-0-0 to 17-0-0, Interior(1) 21-2-15 to 31-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DO L=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 328 lb uplift at joint 2 and 328 lb uplift at joint 7. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies mommmummasm WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hmsr Sorrento-B 2078 T71778635 P2078B A3 HIP 1 1 jQb-o tin I rvuo-rionaH Lumoer, Canow, rL. P. i m nay ai i rays ID:LwgEfgAb9YkKfRKdr2TZXPzS7xJ-8_eRmLkDz7aynoShvzd3xYJ6_B6cjK_WgOjpOpygCzm 1-0.0 59-4 11-0-0 150-0 19-0-0 24-2-12 30-0-0 31-0.0i 1-0.0 59-4 5-2-124-0.0 4-0-05-2-125-9-41-0.0 Scale = 1:53.5 4x4 = 3x4 = 4x4 = 4 23 5 246 14 13 -- -- 11 10 3x4 i 1x4 3x8 = 3x4 = 3x8 = 1x4 II 3x4 J 5-9-4 11-0-0 19-0-0 242-12 30.0-0 5-&4 52-12 8-0-0 5-2-12 5-9-4 Plate Offsets (X Y)- !2 0-2-10 0-1-81 18 0-2-10 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.14 11-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.38 11-13 >951 180 BCLL 0.0 Rep Stress Incr YES WS 0.32 Horz(TL) 0.10 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 157 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-10-12 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1260/0-8-0, 8=1260/0-8-0 Max Harz 2=-123(LC 10) Max Uplift2=-328(LC 12), 8=-328(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-21=-2151/693, 3-21=-2080/711, 3-22=-1725/602, 4-22=1650/620, 4-23=-1486/608, 5-23=-1486/608, 5-24=-1486/608, 6-24=-1486/608, 6-25=-1650/620, 7-25=-1725/602, 7-26=-2080/711, 8-26=-2151/693 BOT CHORD 2-14=-552/1860, 13-14=-552/1860, 12-13=-402/1571, 12-27=-402/1571, 11-27=-402/1571, 10-1 1=-561/1860, 8-10=-561/1860 WEBS 3-13=-447/222, 4-13=-133/479, 5-13=-254/105, 5-11=-254/105, 6-11=-133/479, 7-11=-447/222 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=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-0-0, Exterior(2) 11-0-0 to 23-2-15, Interior(1) 23-2-15 to 31-0-0 zone,C-C for members and forces & 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 328 lb uplift at joint 2 and 328 lb uplift at joint 8. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. 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 I fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII 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 Hmst Sorrento-B 2078 Ti1776636 P2078B A4 HIP 1 1 o r rice o ti Mid -Florida Lumber, Bartow, FL. 7.640 s Apr 19 2016 MiTek Industries, Inc. Mon Aug 07 15:27:10 2017 Page 1 ID:LwgEfgAb9YkKfRKdr2TZXPzS7xJ-cBCp_hlrkRipPy1 uTg81UlrFsbPOSoBgvgSMYFygCzl 1-0.0F 4-9-4 1 9-0-0 1 15-0-0 21-0-0 25-2-12 30-0-0 1-0.0 4-9-4 4-2-12 6-0-0 6-0-0 4-2-12 4-9-4 d11 a Scale = 1:53.5 4x8 = 1x4 ii 4x6 = 4 21 22 5 23 24 6 13 11 10 3x4 = 3x4 = 3x4 = 3x5 = 3x5 = 3x8 = I" a Plate Offsets (X,Y)-- r2:0-2-8,Edge1 r4:0-5-4.0-2-01 f6:0-5-4 0.2-01 f8:0-2-8 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.12 13-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(TL) 0.34 13-16 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.19 Horz(TL) 0.10 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Weight: 150 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-4-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1260/0-8-0, 8=1260/0-8-0 Max Horz 2=-103(LC 10) Max Uplift2=-328(LC 12), 8=-328(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-20=-2141/770, 3-20=-2082/784, 3-4=-1873/674, 4-21=-1963/759, 21-22=-1963/759, 5-22=-1963/759, 5-23=-1963/759, 23-24=1963/759, 6-24=-1963/759, 6-7=-1873/674, 7-25=-2082/784, 8-25=-2141/770 BOT CHORD 2-13=-627/1862, 12-13=-438/1630, 11-12=-438/1630, 10-11=-445/1630, 8-10=634/1862 WEBS 3-13=-274/215, 4-13=-50/351, 4-11 =- 176/509, 5-11=-411/216, 6-11=-176/509, 6-10=-50/351, 7-10=274/214 NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vutt=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=30ft; eave=oft; Cat. 11, Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-0, Exterior(2) 9-0-0 to 25-4-11 Interior(1) 25-4-11 to 31-0-0 zone;C-C for members and forces & 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 328 lb uplift at joint 2 and 328 lb uplift at joint 8. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - verify design parameters and READ NOTES ON THIS 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 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 ANSIrrP11 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/ Sorrento-B 2078 T11778637 P2078B A5 HIP 1 1 b Reference o ti n l Mid -Florida Lumber, Bartow, FL. 7.640 s Apr 19 2016 MiTek Industries, Inc. Mon Aug 07 15:27:11 2017 Page 1 ID:LwgEfgAb9YkKfRKdr2TZXPzS7xJ-4N1BB1mTVIggl6c410fX1z000?ncB7ip8KCw4iygCzk 1-0-0 7-0-0 148-14 1 44-0 1 18-7-2 230-0 26-2-12 30.0.0 31-0.0i 1-0.0 39-4 3-2-12 36-14 37-2 432 4-4-14 3-2-12 314 Scale = 1:53.5 A nn THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 4x4 = 4x5 = 1x4 1 3x4 = 4x8 4 22 52324 25 6 26 27 728 29 8 15 -- -. -- 14 13 12 3x4 = 3x8 = 5x7 = 4x10 = 3x4 = 3x4 = i 7-0.0 10.8-14 14-4-0 1! 7-2 230-0 i 30-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.09 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(TL) 0.23 14-15 >733 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.75 Horz(TL) 0.03 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 155 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-6-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=681/0-8-0, 14=2901/0-8-0, 10=841/0-8-0 Max Horz 2=-82(LC 6) Max Uplift2=-197(LC 8), 14=-1041(LC 8), 10=-415(LC 8) Max Grav2=695(LC 17), 14=2901(LC 1), 10=854(LC 18) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1032/273, 34=-825/216, 4-22=695/211, 5-22=-695/211, 5-23=-308/1039, 23-24=-308/1039, 24-25=-308/1039, 6-25=-308/1039, 6-26=-418/287, 26-27=-418/287, 7-27=-418/287, 7-28=-418/287, 28-29=-418/287, 8-29=418/287, 8-9=1146/517, 9-10=-1342/576 BOT CHORD 2-15=-179/885, 14-33=-975/422, 33-34=-975/422, 13-34=-975/422, 13-35=-365/1009, 35-36=-365/1009, 12-36=-365/1009, 10-12=-452/1160 WEBS 6-14=-1560/691, 8-12=-180/608, 7-13=-506/260, 6-13=-738/1761, 8-13=-780/264, 5-15=-228/941, 5-14=-1490/512 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft, 8=45ft; L=30ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18, MWFRS (directional); porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 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 197 Ito uplift at joint 2, 1041 lb uplift at joint 14 and 415 lb uplift at joint 10. 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 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 15-0-0, 105 lb down and 106 lb up at 16-11-4, 107 lb down and 106 lb up at 18-11-4, and 111 lb down and 106 lb up at 20- 11-4, and 189 lb down and 206 Ib up at 23-0-0 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 11-0-12, 66 lb down at 13-0-12, 71 lb down at 15-0-0, 74 lb down at 16-11-4, 74 lb down at 18-11-4, and 74 lb down at 20- 11-4, and 327 lb down and 65 lb up at 22-11-4 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 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Continued on aue 2 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with WWII) 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 ANSIITP11 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/ Sorento-B 2078 T11778637 P2078B A5 HIP 1 1 job Rferneo in Mid -Florida Lumber. Bartow, FL. 7.640 s Apr 19 2016 M7ek Industnes, Inc. Mon Aug 07 15:27:11 2017 Page 2 ID: LwgEfgAb9YkKfRKdr2TZXPzS7xJ-4NIB B 1 mTVlgg 16c410fX1 ZOOU?ncB7ip8KCw4iygCzk LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-8=-60, 8-11=60, 16-19=-20 Concentrated Loads (Ib) Vert: 4=-142(F) 8=-142(F) 15=-327(F) 12=-327(F) 22=-97(F) 23=-97(F) 25=-97(F) 26=-97(F) 27=-97(F) 28=-97(F) 29=97(F) 30=41(F) 31=-41(F) 32=41(F) 33=41(F) 34=41(F) 35=41(F) 36=-41(F) WARNING - Verily design parameters and READ NOTES ON THIS 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 building design. &acing 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 ANSIrTPl1 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/ Sorrento-B 2078 T11778638 P2078B B1 SPECIAL t 1 ob Reference o tional Mid -Florida Lumber, Bartow, FL. 7.640 s Apr 19 2016 MiTek Industries, Inc. Mon Aug 07 15:27:12 2017 Page 1 ID: LwgEfgAb9YkKfRKdr2TZXPzS7xJ-YZJZP Nn5G2yXeGBGa5AmZAxZA05RwdLzNyTd8ygCzj r1 p_p 6-7_4 12-8-0 18-4-0 20-0-0 27-0-0 28-0-0 1-0.0 6-7-4 6-0-12 5-8-0 1-&0 7-0-0 1-0-0 Scale = 1:49.3 44 = 3x4 = 3x4 = 3.8 = 1x4 3x5 = 3x5 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 TCDL 10.0 Lumber DOL 1.25 BC 0.81 BCLL 0.0 Rep Stress Incr YES WB 0.53 BCDL 10.0 Code FBC2014(TP12007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1138/0-3-8, 7=1142/0-3-8 Max Horz 2=-135(LC 10) Max Uplift2=-297(LC 12), 7=-302(LC 12) DEFL. in (loc) I/defl L/d Vert(LL) -0.22 10-12 >999 240 Vert(TL) -0.51 10-12 >632 180 Horz(TL) 0.07 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 132 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-3-13 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-19=-1817/557, 3-19=-1740/577, 3-20=-1563/534, 4-20=-1475/546, 4-21 =-1 951/752, 5-21=-2022/741, 5-6=-1703/593, 6-22=-1678/554, 22-23=-1682/543, 7-23=-1776/532 BOT CHORD 2-12=-399/1577, 11-12=-198/1089, 11-24=-198/1089, 24-25=-198/1089, 10-25=-198/1089, 9-10=-393/1501,7-9=-392/1499 WEBS 3-12=-370/227, 4-12=-129/576, 4-10=-376/1019, 5-10=-1061/429, 6-10=-123/611 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=27ft, eave=4ft; Cat. II; Exp B, Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 12-8-0, Exterior(2) 12-8-0 to 15-8-0, Interior(1) 18-4-0 to 28-0-0 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water bonding. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 297 lb uplift at joint 2 and 302 lb uplift at joint 7. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only- Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq Hms/ Sorrento-B 2078 T11778639 P20788 B2 SPECIAL 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 7.640 s Apr 19 2016 MiTek Industries, Inc. Mon Aug 07 15:27:12 2017 Page 1 ID: LwgEfgAb9YkKfRKdr2TZXPzS7xJ-YZJZP Nn5G2yXeGBGa5AmZAx WG06uwe_zNyTd8ygCzj r1-0-0 6-7-4 _ 12-8-0 20-4-0 22-0-0 27-0-0 ,28-0-0 6-7-4 6-0-12 7-8-0 1-8-0 5-0-0 1-0-0 Scale = 1:50.3 4x4 = I. - 11 10 9 3x5 = 1x4 11 3x4 = 3x8 = 3x4 = 1x4 II 3x4 = LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 CSI. TC 0.78 BC 0.72 WB 0.49 Matrix-M) DEFL. in (loc) I/defl L/d Vert(LL) -0.12 10-11 >999 240 Vert(TL) -0.36 10-11 >892 180 Horz(TL) 0.09 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 134 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 4-5: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-10-3 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 5-11 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1141/0-3-8, 7=1139/0-3-8 Max Horz 2=-135(LC 10) Max Uplift2=-300(LC 12), 7=-299(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-20=-1847/530, 3-20=-1766/550, 3-21 =-1 347/465, 4-21 =-1 265/476, 4-22=-1241/455, 5-22=-13661441, 5-6=-2045/676, 6-23=-1793/579, 7-23=-1867/564 BOT CHORD 2-13=- 379/1579, 12-13=-379/1579, 11-12=-379/1579, 10-11=-566/2079, 9-10=-433/1601, 7-9=-432/1602 WEBS 3-11=-543/ 220, 4-11=-181/718, 5-11=-999/398, 5-10=-607/261, 6-10=-245/868 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=27ft; eave=4ft; Cat. II; Exp B; Encl., GCpi= 0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 12-8-0, Exterior(2) 12-8-0 to 15-8-6, Interior( 1) 20-4-0 to 28-0-0 zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 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 300 lb uplift at joint 2 and 299 lb uplift at joint 7. 7) "Semi - rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING • VerNy design parameters aridREAD NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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 ANSIrrPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from TrussPlateInstitute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hms/ Sorrento-B 2078 T11778640 P2078B 63 SPECIAL 1 1 Jo b Reference (optional) Mid -Florida Lumber, Bartow, FL. r.-u s r,pr is 20 io muck i i.. ucs, i„ . Vw A.9 07 1527.13 4vl ,. ID: LwgEfgAb9YkKfRKdr2TZXPzS7xJ-Omtxcjnj0M40G0m S8ph?60ToDoSuf2Y6beh09aygCzi 1 0 0 4-7-0 8-7-8 12-8-0 22-4-0 24-0-0 27-0-0 ,28-0-0 1- 40 4-7-0 4-0-8 4-48 9-8-0 1-8-0 3-0.0 1-0.0 d1 4x4 = 3x4 = 3x8 = 74 = 2x4 11 3x10 3x5 = 3x4 = Scale = 1:50.3 5- 11-14 12-8-0 22-4-0 24-0-0 27-0.0 5- 11-14 6-8-2 9-8-0 1-8-0 3-0.0 Plate Offsets (X Y) 113:0 3 0 0-3 41 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.13 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.34 12-13 >956 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.67 Horz(TL) 0.09 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 149 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-7 oc purlins. BOT CHORD 2x4 SP No.2 'Except` BOT CHORD Rigid ceiling directly applied or 9-8-3 oc bracing. 9- 13: 2x6 SP No.1 WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=1175/0-3-8, 9=1512/0-3-8 Max Horz 2=-135(LC 6) Max Uplift2=-309(LC 8), 9=-409(LC 8) FORCES. ( Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2005/487, 3-4=-1878/490, 4-5=-1385/405, 5-6=-1406/399, 6-7=-2147/544, 7- 8=2749/687, 8-9=-2965/723 BOT CHORD 2-15=-360/1737, 14-15=-265/1473, 13-14=-371/1877, 12-13=-631/2819, 11-12=-611/2749, 11 - 21 =-585/2635, 9-21=-585/2635 WEBS 4-15=-63/335, 4-14=-433/169, 5-14=-247/935, 6-14=-852/272, 7-13=-981/274, 7- 12=-717/205, 8-11=-271/1161, 6-13=-81/502 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=27ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live 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 309 lb uplift at joint 2 and 409 lb uplift at joint 9. 7) ' Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 407 lb down and 133 lb up at 25- 3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-60, 5-7=-60, 7-8=-60, 8-10=-60, 9-16=-20 Concentrated Loads (lb) Vert: 21=-407(F) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTeke 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 - - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII 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 Park Sq Hms/ Sorrento-B 2078FPl T11778641 P2078B B4 SPECIAL 1 1 ob Reference o ti n I Mid -Florida Lumber, Bartow, FL. 7.640 s Apr 19 2016 MiTek Industries, Inc. Mon Aug 07 15:27:14 2011 Page 1 ID: LwgEfgAb9YkKfRKdr2TZXPzS7xJ-VyRKg2oLngC FuaLfi WC EebO_GCoPOaSGgl RahOygCzh 1 8-168 128-0 160.0 21-2-12 27-0.0 0-00B-0-0 48 11-14-88 4-2 0 100 2-1-8 3-4-0 5-2-12 5-9-4 Scale = 1:49.3 d 5x5 = 4x4 = 6 24 4x4 = 725 lb 14 — 12 11 3x5 = 3x4 = 3x4 3x8 = 1x4 3x4 = 3x4 = 8- 10-8 10.6-8 16-0-0 21-2-12 27-0.0 8- 10.8 1-8-0 5-18 5-2-12 5-9-4 Plate Offsets (X Y)— 12:0-2-8 Edgel 16:0-2-8 0-2-41 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.12 12-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.31 12-14 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.32 Horz(TL) 0.08 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight: 146 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-11-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=1139/0-3-8, 9=1141/0-3-8 Max Horz 2=119(LC 11) Max Uplift2=-297(LC 12), 9=-301(LC 12) FORCES. ( lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-22=-1910/669, 3-22=-1851/683, 3-23=-1651/582, 4-23=1598/593, 4-5=-1440/579, 5- 6=1633/678, 6-24=-1249/526, 24-25=-1249/526, 7-25=1249/526, 7-26=-1387/544, 8- 26=-1464/532, 8-27=-1823/608, 9-27=-1894/590 BOT CHORD 2-15=-541/1655, 14-15=-384/1440, 13-14=-301/1252, 12-13=-301/1252, 11-12=-464/1631, 9- 11=-464/1631 WEBS 3-15=-273/181, 4-15=-101/412, 5-14=-658/288, 6-14=-242/573, 7-12=113/382, 8- 12=-454/194 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; 6=45ft; L=27ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-10-8, Exterior(2) 8-10-8 to 15- 8-0, Interior(1) 15-8-0 to 28-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL= 1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 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 297 lb uplift at joint 2 and 301 lb uplift at joint 9. 7) " Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. 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 wql fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformationavailablefromTrussPlateInstitute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq Hms/ Sorrento-B 2078 T11778642 P20788 B5 HIP 1 1 ob Reference o tional Mid -Florida Lumber, Bartow, FL. 7,640 s Apr i e 20 io Mi T ex inousiri—, — Mon nuy 07 152715 2017 .aye 1 ID: LwgEfgAb9YkKfRKdr2TZXPzS7xJ-zB?i1 OpzYzK6VjvrGEjTBpZAic7C73yP3yA7DTygCzg 10. 0 4-9-4 9-0-0 13-6-0 18-0-0 22-2-12 27-0-0 8- 1- 40 4-9-4 4-2-12 4-6-0 4-6-0 4-2-12 4-9-4 1- Scale: 1/4"=1' 61 4x4 = 3x4 = 4x4 = 4 20 5 21 6 12 - 3x8 = 3x4 = 3x8 = 3x5 = 3x5 = I" a LOADING ( psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 0.25 BC 0.74 WB 0.22 Matrix- M) DEFL. Vert( LL) Vert( TL) Horz( TL) in ( loc) I/defl Ud 0. 10 10-12 >999 240 0. 33 10-12 >982 180 0. 08 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 132 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-5 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-10-1 oc bracing. WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=1140/0-3-8, 8=1140/0-3-8 Max Horz 2=-99(LC 10) Max Uplift2=-299(LC 12), 8=-299(LC 12) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-19=-1898/692, 3-19=-1841/706, 3-4=-1621/593, 4-20=-1408/578, 5-20=-1408/578, 5- 21=-1408/578, 6-21=-1408/578, 6-7=-1621/593, 7-22=-1841/706, 8-22=-1898/692 BOT CHORD 2-12=-558/1646, 11-12=-437/1548, 10-11=-437/1548, 8-10=-566/1646 WEBS 3-12=-289/221, 4-12=-121/451, 5-12=-291/134, 5-10=291/134, 6-10=-121/451, 7- 10=-289/221 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=27ft; eave=4ft; Cat. ll; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-0, Exterior(2) 9-0-0 to 22-4-11 Interior( 1) 22-4-11 to 28-0-0 zone;C-C for members and forces & 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 fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 299 lb uplift at joint 2 and 299 lb uplift at joint 8. 7) " Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 114II-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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 ANSITfP11 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/ Sorento-B 2078 T71778643 P2078B B6 HIP 1 1 Job Reference o tional Mid -Florida Lumber, Bartow, FL. 7.640 s Apr 19 2016 MiTek Industries, Inc. Mon Aug 07 15:27:16 2017 Page 1 ID: LwgEfgAb9YkKfRKdr2TZXPzS7xJ-RLZ4EkgcJHSy7tU1pxFik05DsOT4sTpYHcwgmvygCzf 1-0-0 3-9-4 7-0.0 11-4-9 15-7-7 20.0-0 23-2-12 27-0-0 28-0-0 1-10 3-9-4 3-2-12 4-49 4-2-13 4-4-9 3-2-12 3-9-4 1-0.0 Scale: 1/4"=1' 4x8 = 3x4 = 1x4 11 4x8 = 21 522 23 24 6 25 26 7 v 12 1x4 3\ X/ 1x4 i 8 4x5 = 14 27 13 28 29 12 30 31 11 3x4 = 6x5 = 3x10 = 3x4 = 4x5 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.20 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(TL) 0.53 12-13 >616 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.44 Horz(TL) 0.16 9 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-M) Weight: 140 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-11 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-11-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=2022/0-3-8, 9=2023/0-3-8 Max Horz 2=-79(LC 23) Max Uplift2=-607(LC 8), 9=-607(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3775/1136, 3-4=-3630/1105, 4-21=-4090/1274, 21-22=-4090/1274, 5-22=-4090/1274, 5-23=-4113/1282, 23-24=-4113/1282, 6-24=-4113/1282, 6-25=-4113/1282, 25-26=-4113/1282, 7-26=-4113/1282, 7-8=-3633/1104, 8-9=-3777/1135 BOT CHORD 2-14=-940/3304, 14-27=-873/3242, 13-27=-873/3242, 13-28=-1142/4111, 28-29=-1142/4111, 12-29=-1142/4111, 12-30=-873/3245, 30-31=-873/3245, 11 -31 =-873/3245, 9-11=-939/3305 WEBS 4-14=-55/527, 4-13=341/1145, 5-13=-544/266, 6-12=515/273, 7-12=346/1158, 7-11=-55/535 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=27ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live 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 607 lb uplift at joint 2 and 607 lb uplift at joint 9- 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 189 lb down and 205 lb up at 7-0-0, 113 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 13-11-4, 108 lb down and 106 lb up at 15-11-4, and 113 lb down and 106 lb up at 17-11-4, and 189 lb down and 205 lb up at 20-0-0 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 11-0-12, 66 lb down at 13-0-12, 66 lb down at 13-114, 66 lb down at 15-11-4, and 66 lb down at 17-11-4, and 327 lb down and 97 lb up at 19-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (6). Printed Copies Of this document are not considered signed and sealed and LOAD CASE(S) Standard the signature must be verified on any electronic copies Continued on Daae 2 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of tlesign 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 ANSIITP11 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 City Ply Park Sq Hms/ Somento-B 2078 T71778643 P2078B B6 HIP 1 1 Job Reference o lion I Mid -Florida Lumber. Bartow, FL. 7.640 5 Apr 19 2016 MI I eK Industries, Inc. Mon Aug U/ 15:2 (:Ib ZV1 / F age ID:LwgEfgAb9YkKfRKdr2TZXPzS7xJ-RLZ4EkgcJHSy7tU1pxFik05DsOT4sTpYHcwgmvygCzf LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-7=-60, 7-10=-60, 15-18=-20 Concentrated Loads (lb) Vert: 4=-142(F) 7=-142(F) 13=-41(F) 14=327(F) 11=-327(F) 21=-97(F) 22=-97(F) 23=-97(F) 24=-97(F) 25=-97(F) 26=-97(F) 27=-41(F) 28=-41(F) 29=41(F) 30=-41(F) 31=41(F) WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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 ANSIfTPl1 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/ Sorrento-B 2078 T11778644 P2078B C1 HIP 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 7.640 s Apr 19 2016 MTek Industries, Inc. Mon Aug 07 15:27:16 2017 Page 1 ID: LwgEfgAb9YkKfRKdr2TZXPzS7xJ-RLZ4EkgcJHSy7tU1pxFik05KnOYTsUGYHcwgmvygCzf 1 0 5-9-4 11-0-0 14-4-0 19-6-12 25-2-8 1-0.0 5-9-4 5-2-12 3-4-0 5-2-12 5-7-12 Scale = 1:44.5 4x8 = 4x4 = i1 4 21 22 12 11 9 8 3x4 = 1x4 ii 3x4 = 3x4 = 3x8 = 1x4 li 3x4 = 7m I6 5-9-4 11-0-0 14-4-0 19-6-12 25-2-8 5-9-4 5-2-12 3-4-0 5-2-12 5-7-12 Plate Offsets (X,Y)-- f4:0-5-4.0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.07 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.19 11-12 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.35 Horz(TL) 0.07 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Weight: 130 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-13 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-7-3 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7=1002/Mechanical, 2=1075/0-3-8 Max Horz 2=114(LC 11) Max Uplift7=-238(LC 12), 2=-284(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-19=-1765/566, 3-19=-1696/584, 3-20=-1311/477, 4-20=1233/495, 4-21=-1111/490, 21-22=-1111/490, 5-22=-1111/490, 5-23=1235/496, 6-23=-1312/478, 6-24=-1704/582, 7-24=-1774/571 BOT CHORD 2-12=-473/1517, 11-12=-473/1517, 10-11=-282/1110, 9-10=-282/1110, 8-9=-463/1526, 7-8=-463/1526 WEBS 3-11=-478/220, 4-11=-84/332, 5-9=-103/335, 6-9=-488/224 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft, L=25ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-0-0, Exterior(2) 11-0-0 to 14-4-0, Interior(1) 18-6-15 to 25-2-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DO L=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 238 lb uplift at joint 7 and 284 to uplift at joint 2. 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 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. - Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly 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 ANSIrrPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Infonnation 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 Hmsr Sorrento-B 2078 T71778645 P2078B C2 HIP 1 1 Job f rence o ti n Mid -Florida Lumber, Bartow, FL. 7,640 s Apr 19 2016 MiTek Industries, Inc. Mon Aug 07 15:27:17 2017 Page 1 I D: LwgEfgAb9YkKfRKdr2TZXPzS7xJ-vX7SS4rE4bap113ENfmxGEeK?Pp6b_gi WGfEI LygCze 1-0.0 4-9-4 9-0-0 164-0 246-12 254-0 26-4-0 1-0.0 49-4 4-2-12 7-4-0 4-2-12 4-9-4 1-0.0 d Scale = 1:45.7 4x5 = 4x8 = 19 20 21 22 5 3x8 = 3x4 3x4 = 3x5 = 3x5 = LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 0.91 BC 0.72 WB 0.14 Matrix-M) DEFL. in Vert(LL) -0.11 Vert(TL) -0.31 Horz(TL) 0.07 loc) I/deft Ud 9-17 >999 240 9-17 >967 180 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 121 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-2-2 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-11 REACTIONS. (lb/size) 2=1073/0-3-8, 7=1073/0-3-8 Max Horz 2=97(LC 11) Max Uplift2=-283(LC 12), 7=-283(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-1736/642, 3-18=-1678/655, 3-4=-1476/553, 4-19=-1281/545, 19-20=-1281/545, 20-21=-1281/545, 21-22=-1281/545, 5-22=-1281/545, 5-6=-1476/553, 6-23=-1678/655, 7-23=-1736/642 BOT CHORD 2-11=-511/1501, 10-11=-341/1281, 9-10=-341/1281, 7-9=519/1501 WEBS 3-11=-260/202, 4-11=-40/355, 5-9=-45/355, 6-9=-260/202 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=25ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-0, Exterior(2) 9-0-0 to 20-8-11 Interior(1) 20-8-11 to 26-4-0 zone;C-C for members and forces & 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 283 lb uplift at joint 2 and 283 lb uplift at joint 7. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent bucklingofindividual 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 ANSVfPl1 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/ Sorrento-B 2078 T11778646 P20788 C3 HIP 1 1 b Reference o lion Mid -Florida Lumber, Bartow, FL. 7,640 s Apr 19 2016 MiTek Industries, Inc. Mon Aug 07 15:27:18 2017 Page 1 ID: LwgEfgAb9YkKfRKdr2TZXPzS7xJ-NjggfQrsruigN BeQxMHApRBb?p5MKOmrlwPngoygCzd 1-0.0 3-9-4 7-0-0 10.9-15 146-1 18-0-0 21-6-12 25-4-0_ 2 1-0.0 3-9-4 3-2-12 39-15 3-8-3 3-9-15 3-2-12 3-9-4 1-0-0 Scale = 1:45.7 4x8 = 3x4 = 1x4 II 4x8 = D ITa 4x5 = 14 11 1z 11 3x4 = 5x5 = 3x8 = 3x4 = 4x5 = 7-0-0 3-9-15 3-8-3 3-9-15 7-0.0 Plate Offsets (X Y)— 14:0-5-4 0-2-01 17:0-5-4 0-2-01 113:0-2-4 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.17 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -0.44 12-13 >690 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.35 Horz(TL) 0.15 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight: 133 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-11-11 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1887/0-3-8, 9=1888/0-3-8 Max Horz 2=-77(LC 23) Max Uplift2=-567(LC 8), 9=-567(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3491/1052, 3-4=-3338/1018, 4-21=-3601/1129, 5-21=-3601/1129, 5-22=-3622/1135, 22-23=-3622/1135, 23-24=-3622/1135, 6-24=3622/1135, 6-25=-3622/1135, 7-25=-3622/1135, 7-8=-3341/1018, 8-9=-3493/1052 BOT CHORD 2-14=-866/3053, 14-26=-796/2980, 13-26=-796/2980, 13-27=-995/3619, 27-28=-995/3619, 12-28=-995/3619, 12-29=-795/2983, 11-29=-795/2983, 9-11=-865/3055 WEBS 4-14=-59/523, 4-13=-274/902, 5-13=-467/228, 6-12=-437/237, 7-12=-278/913, 7-11=-59/530 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=25ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live 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 567 lb uplift at joint 2 and 567 Ito uplift at joint 9. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 189 lb down and 204 lb up at 7-0-0, 115 lb down and 106 lb up at 9-0-12, 110 lb down and 106 lb up at 11-0-12, 105 lb down and 106 lb up at 12-8-0, 110 lb down and 106 lb up at 14-3-4, and 115 lb down and 106 lb up at 16-34, and 189 lb down and 204 lb up at 18-4-0 on top chord, and 327 lb down and 97 lb up at 7-0-0, 66 lb down at 9-0-12, 66 lb down at 11-0-12, 66 lb down at 12-8-0, 66 lb down at 14-34, and 66 lb down at 16-3-4, and 327 lb down and 97 lb up at 18-3-4 on bottom chord. The design/selection of such connection 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). Printed copies of this document are LOAD CASE(S) Standard not considered signed and sealed and 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 the signature must be verified on any electronic copies Continued on Eage 2 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. 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 ANSIITP11 Quality Criteria, USB-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/ Sorrento-B 2078 T11778646 P2078B C3 HIP 1 1 Jo Reference (oDtional Mid -Florida Lumber. Bartow. FL. b4u s Apr 1y zulb MI I eK Inau sines, Inc. Mon Aug ur 1s:z Cla zul r rage z ID: LwgEfgAb9YkKfRKdr2TZXPzS7xJ-NjggfQrsruigNBeQxMHApRBb?p5MKOmrlwPngoygCzd LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=60, 4-7=-60, 7-10=60, 15-18=-20 Concentrated Loads (lb) Vert: 4=-142(F) 7=-142(F)14=-327(F) 5=-97(F) 6=-97(F) 12=-41(F) 11=-327(F) 21=-97(F) 23=-97(F) 25=-97(F) 26=-41(F) 27=-41(F) 28=41(F) 29=41(F) WARNING - Verity design parameters and READ NOTES ON THIS 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 building design. Bracing indicatedisto 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 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/ Sorrento-B 2078 T71778647 P2078B CJ1 JACK 18 1 b f rence o ti Mid -Florida Lumber, Bartow, FL. 7.640 s Apr 19 2016 MiTek Industries, Inc. Mon Aug 07 15:27:19 2017 Page 1 I D: LwgEfgAbgYkKfRKdr2TZXPzS7xJ-rvEDtmsUcCrX_LDcV3oPLfjtdDge3wQ?_a8LM EygCzc 1-0-0 1-0-0 1-0-0 1-00 Scale = 1:7.1 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014rrP12007 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 purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/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; 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 Exterior(2) 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 5 Ito uplift at joint 3 and 64 Ito uplift at joint 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 WARNING - Verily design paramefem and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7470 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property 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 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 ANSIITPI1 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/ Sorento-6 2078 T11778648 P2078B CJ3 JACK 16 1 Job R r o tional Mid -Florida Lumber, Bartow, FL. 7.640 s Apr 19 2016 MiTek Industries, Inc. Mon Aug 07 15:27:19 2017 Page 1 I D: LwgEfgAb9YkKfRKdr2TZXPzS7xJ-rvEDtmsUcCrX_LDcV3oPLfjtVDgs3wQ?_a8LMEygCzc 1-0-0 3-0-0 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 TCDL 10.0 Lumber DOL 1.25 BC 0.06 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014ITP12007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=65/Mechanical, 2=201/0-3-8, 4=29/Mechanical Max Horz 2=74(LC 12) Max Uplift3=-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. Scale = 1:12.3 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.00 4-7 >999 240 MT20 244/190 Vert(TL) -0.01 4-7 >999 180 Horz(TL) 0.00 2 n/a n/a Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; 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=0.18; MWFRS (directional) and C-C Exterior(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 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 34 lb uplift at joint 3 and 67 lb uplift at joint 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 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. RDesignvalidforuseonlywithMiTek® 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, OSB-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/ Soffento-B 2078 T11778649 P20786 CJ4 JACK 1 1 Job Reference /optional) Mid -Florida Lumber, Bartow, FL. 7.640 s Apr 19 2016 MiTek Industries, Inc. Mon Aug 07 15:27:19 2017 Page 1 ID:LwgEfgAb9YkKfRKdr2TZXPzS7xJ-rvEDtmsUcCrX_LDcV3oPLfjq_Ddr3wQ? a8LMEygCzc 4-7-8 4-7-8 Scale = 1:17.3 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.03 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(TL) -0.06 3-6 >936 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 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 4-7-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=183/0-3-8, 2=123/Mechanical, 3=59/Mechanical Max Horz 1=76(LC 12) Max Uplift 1 =-21 (LC 12), 2=-65(LC 12), 3=-1(LC 12) Max Grav 1=183(LC 1), 2=123(LC 1), 3=86(LC 3) FORCES. (Ib) -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=45ft, L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-6-12 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 1, 65 lb uplift at joint 2 and 1 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. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verify design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. 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 antl to prevent collapse with possible personal injury antl property damage. For general guidance regarding the IT fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII 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, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq Hms/ Sorrento-B 2078 T11778650 P2078B CJ5 JACK 15 1 Job Referent tional Mid -Florida Lumber, Ballow, FL. 7.640 s Apr 19 2016 MiTek Industries, Inc. Mon Aug 07 15:27:20 2017 Page 1 ID:LwgEfgAb9YkKfRKdr2TZXPzS7xJ-J6ob46t6NWzOcVop2nJeusGOad_DoNgBCDuuvgygCzb 1-0-0 5-0-0 Scale = 1:17.3 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(TL) -0.04 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014fTP12007 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=298/0-3-8, 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; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Dpsf; 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 2-6-0, Interior(1) 2-0-0 to 4-11-4 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 60 lb uplift at joint 3 and 82 lb uplift at joint 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 WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not - a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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 ANSIITPII 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/ Sorrento-B 2078 TI 1778651 P2078B D1 SPECIAL 1 3 o Reference o ti nal Mid -Florida Lumber, Bartow, FL. 7,640 s Apr 19 2016 MiTek Industries, Inc. Mon Aug 07 15:27:21 2017 Page 1 ID: LwgEfgAb9YkKfRKdr2TZXPzS7xJ-nlMzl Suk8p5FEeN?cUgtR4pOE 1 AhXcpH RtdRR6ygCza 1-1-0-0 5-3-0 i 9-11-8 I 11-10.9 13-11-6 16-0-3 _ _ _ 18-1-0 243-8 1-0-0 5-3-0 4-8-8 1-11-1 2-0-13 2-0-13 2-0-13 2-2-8 Scale = 1:38.6 1.5x4 3x4 - 7x8 MT20HS = 5x5 11 8x12 MT20HS = 4x4 = 2x4 II 5x14 = 3x8 M18SHS 11 5-30 9-11-8 11-10.9 1311-6 16-0-3 1243-8 r 5-3-0 4-8-8 1-11-1 2-0.13 2-0.13 2-0.13 2-2-8 Plate Offsets (X Y)- 15:0-3-12 0-3-41 It 5:0-6-0 Edge], 117:0-3-8 0-3-81 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.96 Vert(LL) 0.43 15-16 >557 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(TL) 0.94 15-16 >257 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.90 Horz(TL) 0.09 11 n/a n/a M18SHS 244/190 BCDL 10.0 Code FBC2014(TP12007 Matrix-M) Weight: 368 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 5-10: 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* 5-17,5-15,7-15,10-12,8-12,8-14: 2x4 SP No.2 REACTIONS. (lb/size) 11=5533/0-3-8, 2=2397/0-8-0 Max Horz 2=1543(LC 8) Max Uplift 11=1954(LC 5), 2=-510(LC 5) Max Grav 11=6575(LC 13), 2=2612(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-5923/1250, 3-4=-499/250, 5-16=-670/219, 5-20=-25648/8196, 6-20=25648/8196, 6-7=25656/8199, 7-8=-24774/7691, 8-9=11157/3349, 9-10=-11157/3349, 10-11=-5772/1723 BOT CHORD 2-17=-2560/6062, 16-17=-7239/22261, 15-16=-7957/23862, 14-15=-7691/24774, 13-14=-6208/20391, 12-13=-6208/20391, 11-12=-233/786 WEBS 3-17=-1261/4400, 3-5=-5674/1678, 5-17=16553/4781, 6-15=-1485/480, 7-14=2048/688, 8-13=-133/502, 9-12=-1471/415, 5-15=-264/2011, 7-15=-565/972, 10-12=3437/11436, 8-12=-10177/3151.8-14=-1634/4831 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 0-9-0 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) 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; B=45ft; L=24ft; eave=4ft, Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) 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. fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1954 lb uplift at joint 11 and 510 lb uplift at joint 2. 10) Girder carries tie-in span(s): 27-0-0 from 10-0-0 to 20-3-8 11) "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 Continued on a e 2 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek(& connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. 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 ANSIrrPl1 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/ Sonento-B 2078 T11778651 P2078B D1 SPECIAL 1 sJob Reference tional Mla-rlonaa Lumber, Bartow, rL. 7.640 s Apr 19 2016 MIT eK Incluslnes, Inc. Mon Aug 07 15:27:21 2017 Page 2 ID:LwgEfgAb9YkKfRKdr2TZXPzS7xJ-nlMzlSuk8p5FEeN?cUgtR4pOE1AhXcpHRtdRR6ygCza NOTES- 12) 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=40, 5-10=-673, 2-11=-13 Concentrated Loads (lb) Vert: 5=-275 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. - Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing erty - - is always required for stability and to prevent collapse with possible personal injury and propdamage. For general guidance regarding the - - fabrication, 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/ Sorrento-B 2078 T11778652 P2078B D2 HIP 1 1 Job Referent o ti nal Mid -Florida Lumber, Bartow, FL. 7.640 s Apr 19 2016 MiTek Industnes, Inc. Mon Aug 07 15:27:21 2017 Page 1 ID: LwgEfgAb9YkKfRKdr2TZXPzS7xJ-nlMzlSuk8p5FEeN?cUgtR4pBf1 CeXoU H RtdRR6ygCza 1-0.0 4-9-4 I 9-0.0 11-8-0 15-10-12 20-3-8 1.. 4-9-4 4-2-12 2-8-0 4-2-12 4-4-12 Scale = 135.6 6; 4x4 = 4x8 = 3x5 = 3x8 = 3x5 = 3x4 = 3x5 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 TCDL 10.0 Lumber DOL 1.25 BC 0.68 BCLL 0.0 ' Rep Stress Incr YES WB 0.16 BCDL 10.0 Code FBC2014rTP12007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (lb/size) 7=799/0-3-8, 2=884/0-8-0 Max Horz 2=94(LC 11) Max Uplift 7=-192(LC 12), 2=-237(LC 12) DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.12 8-13 >999 240 MT20 244/190 Vert(TL) -0.32 8-13 >767 180 Horz(TL) 0.04 7 n/a n/a Weight: 101 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-10-14 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-1343/511, 3-17=-1293/525, 3-4=-1052/408, 4-5=-890/410, 5-6=1048/406, 6-18=-1233/499, 7-18=-1331/485 BOT CHORD 2-10=-436/1156, 9-10=-219/886, 8-9=-219/886, 7-8=-398/1142 WEBS 3-10=-312/226, 4-10=-78/271, 5-8=-53/284, 6-8=305/208 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. Il; Exp B; Encl., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-0, Exterior(2) 9-0-0 to 11-8-0, Interior(1) 16-0-11 to 20-3-8 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 192 lb uplift at joint 7 and 237 lb uplift at joint 2. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. L Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. 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 ANSIrrPl1 quality Criteria, DSB-89 and BCSI Building Component Blvd. e6904ParkEast Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, rk 36610 East Job Truss Truss Type Qty Ply Park Sq Hms/ Sonento-B 2078 T77778653 P2078B D3 HIP 1 1 J.Reference li nal Mid -Florida Lumber, Bartow, FL. 7.640 s Apr 19 2016 MiTek Industries, Inc. Mon Aug 07 15:27:22 2017 Page 1 ID: LwgEfgAb9YkKfRKdr2TZXPzS7xJ-GUwLVouMv7D6royBAC L6zH LC3Q VJUGDRRgXN?zZygCzZ 7-0-0 104-0 13-8-0 16-1412 20-3-8 3-2-12 3-4-0 3-4-0 12-12 3-4-12 Scale = 1:36.6 411 4x4 = 4 18 19 3x4 = 4x4 = 5 20 6 8 b 4x4 = axa = 3x8 = 3x8 = 4x5 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2014rrP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (lb/size) 8=1488/0-3-8, 2=1548/0-8-0 Max Horz 2=75(LC 24) Max Uplift8=-429(LC 8), 2=-469(LC 8) CSI. DEFL. in loc) I/defl L/d PLATES GRIP TC 0.89 Vert(LL) -0.12 9-11 >999 240 MT20 244/190 BC 0.77 Vert(TL) -0.37 9-11 >656 180 WB 0.30 Horz(TL) 0.09 8 n/a n/a Matrix-M) Weight: 100 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-3-14 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2830/849, 3-4=-2655/805, 4-18=-2378/750, 18-19=-2378/750, 5-19=-2378/750, 5-20=-2343/739, 6-20=-2343/739, 6-7=-2610/791, 7-8=-2729/817 BOT CHORD 2-11=-719/2473, 10-11=-738/2558, 10-21=-738/2558, 21-22=-738/2558, 22-23=-738/2558, 9-23=-738/2558, 8-9=-683/2355 WEBS 4-11 =-1 64/797, 5-11=-317/165, 5-9=-367/184, 6-9=-153/761 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=451t; L=24ft; eave=oft; Cat. 11, Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live 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 429 lb uplift at joint 8 and 469 Ito uplift at joint 2. 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 Ito down and 204 lb up at 7-0-0, 115 lb down and 106 lb up at 9-0-12, 115 lb down and 106 lb up at 10-4-0, and 115 Ito down and 106 Ito up at 11-7-4, and 189 lb down and 204 lb up at 13-8-0 on top chord, and 327 Ito down and 97 lb up at 7-0-0, 66 lb down at 9-0-12, 66 Ito down at 10-4-0, and 66 lb down at 11-7-4, and 327 lb down and 97 Ito up at 13-7-4 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=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=60, 4-6=-60, 6-8=-60, 12-15=-20 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Continued on gage Z WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. - Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must 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 ANSIITPII 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 Sorrento-B 2078 T11778653 P2078B D3 HIP 1 1 Job Reference o ti nal Mid-Flonda Lumber, Bartow, FL. t.oau s Apr 1a Zuib M1I K mausmes, inc. Mon Aug ur in rage c ID: LwgEfgAb9YkKfRKdr2TZXPzS7xJ-GUwLVouMv7D6royBACL6zHLC3QVVUGDRRgXN?zZygCz.Z LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 4=-142(F) 6=-142(F) 11=-327(F) 5=97(F) 9=-327(F) 19=-97(F) 20=-97(F) 21=-41(F) 22=-41(F) 23=-41(F) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. - Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall _ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 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/ Sorrento-B 2078 T11776654 P2078B E1 COMMON 3 1 Job Referent o tional Mid -Florida Lumber, Bartow, FL. 7.640 s Apr 19 2016 MiTek Industries, Inc. Mon Aug 07 15:27:23 2017 Page 1 ID: LwgEfgAb9YkKfRKdr2TZXPzS7xJ-khUj i7v?gRLzTyXNkvtLVN/uVvq_R?j KauB6YV?ygCzY i -1-0.0 5-0-0 10-0-0 11-0-0 1-0.0 5-0-0 5-0-0 1-0.0 4x4 = 3.4 II 46 = 63x4 II 4- 5-0-0 10-0-0 4- 4-8-0 5-0-0 Plate Offsets (X Y)— 12 0-2-15 0-2-01 14 0-2-15 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TIC 0.37 TCDL 10.0 Lumber DOL 1.25 BC 0.21 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 BCDL 10.0 Code FBC2014(TPI2007 Matrix-M) DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.01 7-8 >999 240 MT20 244/190 Vert(TL) -0.03 7-8 >999 180 Horz(TL) 0.00 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) 8=457/0-4-0, 6=457/0-8-0 Max Horz 8=57(LC 11) Max Uplift8=-157(LC 12), 6=-157(LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-9=420/237, 3-9=-357/248, 3-10=-357/248, 4-10=-420/237, 4-6=-413/330, 2-8=-413/330 Scale = 1:24.7 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; Vuft=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=0.55; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-0-0, Exterior(2) 5-0-0 to 8-0-0 zone; cantilever left exposed ;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 157 lb uplift at joint 8 and 157 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. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. - Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must 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 ANSIITPII 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/ Sorrento-B 2078 T71778655 P2078B E2 GABLE 1 1 b Reference o tional Mid -Florida Lumber, Bartow, FL. 7,640 s Apr 19 2016 MiTek Industries, Inc. Mon Aug 07 15:27:23 2017 Page 1 ID:LwgEfgAb9YkKfRKdr2TZXPzS7xJ-khUji7v?gRLzTyXNkvtLWVuZyg1 E?keauB6YV?ygC7Y 1-0-0 5-0-0 1G-0-0 1-0-0 5-0-0 5-0-0 Scale = 126.8 4x4 = IF 16 15 14 13 12 11 10 1.5x4 11 1 x4 11 1 x4 11 1 x4 11 1 x4 11 1.5x4 I I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 9 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) -0.01 9 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) -0.00 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 50 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 10-0-0. lb) - Max Horz 16=-57(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 16, 10, 14, 15, 12, 11 Max Grav All reactions 250 lb or less at joint(s) 16, 10, 13, 14, 15, 12, 11 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=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=0.55; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-0-0, Exterior(2) 5-0-0 to 8-0-0 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIfTPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 16, 10, 14, 15, 12, 11. 10) "Semi -rigid p tchbreaks 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 - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 114II-7473 rev, 1010312015 BEFORE USE. - Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. 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 w fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII 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/ Sorrento-B 2078 T11778656 P20788 F1 ROOFTRUSS 4 1 Job Reference o tional mw-r 0-d Lumoer, aan—, rL. 0-1-8 H' 11r-0 4x6 = 2 P:Ll- 12 3x4 = 3x8 FP = 3x3 = 1x3 11 3x3 = 3 4 5 6 7 s npr n u w mi ex meusmes, mc. rvwn rug u r w:u:ea w r rage i ID: LwgEfgAb9YkKfRKdr2TZXPzS7xJ-Ct26wTwdRkTg565aHdOa2iRWm EClky?k7rs62RygCzX Scale = 1:34.6 3x3 = 3x4 = 4x6 = 5x6 = 8 9 10 11 00 2x4 I 5x8 = 4x6 = 3x4 = 3x3 = 1x3 II 3x3 = 3x4 = 4x6 = 3x8 FP = 3x3 5x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud TCLL 40.0 Plate Grip DOL 1.00 TC 1.00 Vert(LL) 0.39 18 613 360 TCDL 10.0 Lumber DOL 1.00 BC 0.71 Vert(TL) 0.61 18 393 240 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(TL) 0.10 12 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.2D(flat) TOP CHORD BOT CHORD 2x4 SP DSS(flat) *Except* BOT CHORD 12-14: 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 23=156610-8-0, 12=121010-3-8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 23-24=-1532/ 0, 24-25=-1532/0, 1-25=-1532/0, 11-12=1203/0, 1-2=-1550/0, 2-3=3838/0, 3- 4=-5122/0, 4-5=-5122/0, 5-6=5496/0, 6-7=-5496/0, 7-8=-5262/0, 8-9=4501/0, 9- 10=-3173/0, 10-11=-1248/0 BOT CHORD 21-22=0/ 2841, 20-21=0/4607, 20-26=0/5425, 19-26=0/5425, 18-19=0/5496, 17-18=0/5496, 16-17=0/5017, 15- 16=0/3959, 14-15=0/2362, 13-14=0/2362 WEBS 11-13=0/1662, 1-22=0/2107, 10-13=1549/0, 2-22=-1796/0, 10-15=0/1129, 2-21=0/1386, 9-15=-1093/0, 3- 21 =-1 07010, 9-16=0/754, 3-20=0/717, 8-16=718/0, 5-20=-479/0, 8-17=-27/521. 5- 19=-313/500. 7-17=602/ 156 PLATES GRIP MT20 244/190 Weight: 106 lb FT = 20% F, 11 %E Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) "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. 4) CAUTION, Do not erect truss backwards. 5) In the LOAD CASE( S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 23- 26=-85(F=- 75), 12-26=-10, 1-11=-100 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must 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 ANSIrTPl1 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 aty Ply Park Sq Hms/ Sorrento-B 2078 T71778657 P2078B F2 ROOF TRUSS 10 1 job Referen a tonal i 1-3-0 i.vYv anyi is cv v rvi,icn ,iwauica, iiiv. mvii nuy yr ,.c,.c cvii rcyc i ID:LwgEfgAb9YkKfRKdr2TZXPzS7xJ-g3cU7pxFC2bhiGgmrKvpbwzopeU TXYtMVbfauygCzW ON8 Scale = 1:27.2 1x3 II 3x3 = 3x3 = 1x3 I 3x3 = 3x3 = 4x4 = 1x3 = 3 4 5 6 7 8 9 18 0 11 1R 15 1a 1' 1 11 3x8 = 04 = 3x3 = 1x3 II 3x3 = 3x3 = 4x4 = 3x8 = 2-9-0 5-3-0 10-8-8 13-2-11 15-11-8 2-9-0 5-5-8 2-6-o 2-30 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.53 Vert(LL) -0.17 12-13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.98 Vert(TL) -0.27 12-13 >710 240 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.06 10 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix) Weight: 84 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 2-2-0 oc bracing. REACTIONS. (lb/size) 17=864/Mechanical, 10=858/0-3-8 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1538/0, 3-4=-2439/0, 4-5=-2773/0, 5-6=2773/0, 6-7=-2444/0, 7-8=-1537/0 BOT CHORD 16-17=0/923, 15-16=012121, 14-15=0/2773, 13-14=0/2773, 12-13=0/2725, 11-12=012126, 10-11=0/921 WEBS 8-10=-1223/ 0, 2-17=1229/0, 8-11=0/857, 2-16=0/855, 7-11=820/0, 3-16=-811/0, 7-12=01441, 3-15=0/483, 6-12=-391/0, 4-15=-579/0, 6-13=187/370 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 pitchbreaks 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 WARNING - Vwffy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must 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 i s always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the W- OW fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 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/ Sorrento-B 2078 T11776658 P2078B F2A GABLE 1 1 job Refere tional mia-nonaa Lumoer, aanow, rL. s rpr ro rmg- io rage i ID:LwgEfgAb9YkKfRKdrXPzS7xJ-g3cU7pxF2TZC2bhiGgmrKvpbwzvzej_TdRtMVbfauygCzW Ox8 Scale = 127.2 3 4 5 6 7 8 9 10 11 12 27 011T 26 25 24 23 22 21 20 19 18 17 16 15 14 3x3 11 3x3 = 7-44 8-1-0 14-0 2-8-0 4-0-0 54-0 6-7-8 6 7-11-12 9-3-0 10-7-8 11-11-8 13-3A 14-7 15-11-8 14-0 14-0 14-0 14-0 1-3-8 0- a 0-7-0 1-2 14-0 14-0 14-0 14-0 14-0 0-84 0-14 LOADING (psf) SPACING- 2-0-0 cSl. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 14 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix) Weight: 71 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 1G-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 15-11-8. lb) - Max Grav All reactions 250 lb or less at joint(s) 26, 14, 20, 15, 16, 17, 18, 19, 25, 24, 23, 22, 21 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) 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. 7) 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 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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 ANSIITPI1 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 sortento-B 2078 T11778659 P20768 F3 ROOF TRUSS 2 1 Job Reference tional 1-3-0 ID:LwgEfgAb9YkKfRKdr2TZXPzS7xJ-8G9sL9ytzMjYKQFyP2Q287W?42scC_xlb9LC6KygCzV 1-2-8 ON8 Scale = 126.8 1x3 II 3x3 I 3x4 = 3x3 = 3x3 = 1x3 I 3x3 = 3x3 = 3x4 = 1x3 = 1 2 3 4 5 6 7 8 9 0 17 16 15 14 13 12 11 10 3x8 = 3x4 = 3x3 = 1x3 3x3 = 3x3 = 3x4 = 3x8 = 2-9-0 5-30 145-8 12-11-8 15-8-8 2-9-0 2-fro 5-2-8 2-6-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.44 Vert(LL) -0.15 12-13 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.88 Vert(TL) -0.24 12-13 >761 240 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.05 10 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix) Weight: 83 lb FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 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) 17=850/Mechanical, 10=844/Mechanical FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1509/0, 34=-2380/0, 4-5=-2690/0, 5-6=-2690/0, 6-7=-2385/0, 7-8=-1507/0 BOT CHORD 16-17=0/907, 15-16=0/2079, 14-15=0/2690, 13-14=0/2690, 12-13=0/2654, 11-12=0/2082, 10-11=0/905 WEBS 8-10=-1203/0, 2-17=1208/0, 8-11=0/837, 2-16=01837, 7-11=799/0, 3-16=-793/0, 7-12=0/421, 3-15=0/458, 6-12=-375/0, 4-15=-536/0, 6-13=194/340 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 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 1 G-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 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly 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 ME fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Park sq Hms/ Somento-B 2078 T11778660 P2078B F4 ROOFTRUSS 5 1 Job Reference o lion I 14 0v 13 I D: Lwg EfgAb9YkKfRKdr2TZXPzS7xJ-8G9sL9ytzMjYKQ FyP2Q287 W?e2_gCOT1 b9LC6KygCzV 0-1-8 H ' 1 30 3x3 = 1x3 1x3 3x3 = 3x8 = 1 3x3 = 2 3 4 5 6 ix 1x3 = 3x3 = 11 10 9 6 o,n = 3x3 = 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.40 Vert(LL) -0.04 8-9 >999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.37 Vert(TL) -0.06 8-9 >999 240B BCLL0.0 Rep Stress Incr YES W0.30 Horz(TL) 0.01 7 n/a n/a BCDL 5. 0 Code FBC2014/TP12007 (Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) *Except` BOT CHORD 1-12, 6-7: 2x4 SP No.2(flat) REACTIONS. (lb/ size) 12=529/0-8-0, 7=529/0-3-8 FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 12-13=-525/0, 13-14=-525/0, 1-14=-525/0, 6-7=-525/0, 1-2=-455/0, 2-3=-1029/0, 34=1029/ 0, 4-5=-1029/0, 5-6=-474/0 BOT CHORD 10-11=0/865, 9-10=0/1029, 8-9=0/880 WEBS 6- 8=0/631, 1-11=0/618, 5-8=-566/0, 2-11=-571/0, 5-9=0/341, 2-10=0/354 Scale = 1: 18.6 0 v 3x311 PLATES GRIP MT20 244/ 190 Weight: 53 lb FT = 20%F, 11 %E Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) "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. 4) 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 WARNING - Vwtfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. 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 ANSIITP11 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 Ply Park Sq Hms/ Somento-B 2078T1P2078BryF4AGABLE1 b Reference (optional) 0v s 2pr w zu in mi i sK inausmes, mc. mon rwg ur i zvzo zu i r rage i ID:LwgEfgAb9YkKfRKdr2TZXPzS7xJ-8G9sL9ytzMjYKQFyP2Q287W4f23CC4g1 b9LC6KygCzV Scale = 1:17.9 3x3 1 x3 11 1 x3 11 1.3 11 1 x3 I 1 x3 1 x3 I 1 x3 3x3 I 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 3x3 I 1 x3 11 1 x3 I I 1 x3 1 x3 I 1 x3 1 x3 1 x3 3x3 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 10 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight: 46 lb FT = 20%F, 11e/ 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 9-6-12. lb) - Max Grav All reactions 250 lb or less at joint(s) 18, 10, 14, 11, 12, 13, 17, 16, 15 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 oc. 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. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies MM WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design.into the overall 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 ANSIITP11 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, Alexandna, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hms/ Sorrento-B 2078 T11778662 P2078B F5 ROOFTRUSS 2 1 jobRefe encetionah 10 9 0-1-8 0__ W = 1-3-0 2—rx3 a r1" is nugw io rage 1 ID: LwgEfgAb9YkKfRKdr2TZXPzS7xJ-cSjEYVyVjfrPyZg9zlxHgK3EzRNQxV7App4memygCzU 3x8 = x3 11 4 Scale = 19.6 0 Y 1x3 II 3x3 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.17 Vert(LL) 0.01 6 999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.14 Vert(TL) 0.01 6 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix) LUMBER- BRACING - PLATES GRIP MT20 244/190 Weight: 29 lb FT = 20%F, 11 %E TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-11-12 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=257/0-7-4, 5=257/Mechanical FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-9=252/0, 9-10=-252/0, 1-10=-252/0 WEBS 4-6=0/302, 1-7=0/308 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 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 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. FSDesignvalidforuseonlywithMiTekOconnectors. 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 bracingisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII 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 Hmst Sorrento-B 2078 T11778663 P2078B FT1 SPECIAL 1 3 Job Reference (optional) Mla-rlonaa Lumber, eanow, rL., - /.o4v s r LL zu io vu i eK mousines, mc. on Ag ut loou- Lul r raID:LwgEfgAb9YkKfRKdr2TZXPzSxJ-X_5FhmZAZd6rQcWR2rIBbu_dpfVVi PuesgKOZyyq 2e 5 123 22-40.8 240.9-4 22' 97-8 5 2-1-112 241828 5 22-7- 85-4 7 245 7312 2-10 3x7 = tx4 I 1 2 vI 28 27 3x4 11 5x9 = Scale = 1: 51.1 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 3x10 = 1x4 II 5x12 = 1x4 I 6x18 = 5x12 = 1x4 I 5x10 = 1x4 I 4x8 = 1x4 II 3x12 = 3 4 29 5 6 7 3031 8 9 32 10 33 11 12 13 14 15 26 342535243623222120373819391840174116422x411 5x10 = 6x14 MIT 18HS = 6x10 = 6x12 MT18HS 2x4 11 2x4 11 4x4 11 2x4 11 4x8 -_ 5x16 -_ 6x12 MT18HS = 1 2- 7- 8 5-1-4 TO-0 i 11-8-10 14-1-0 15-9-8 18-1-13 20-2 22-10.8 24-9-4 27-3-0 29 l 2-7- 8 5-1:': 21-1112 2-45 2-4-5 2-4-6 1-8-8 2-4-5 2-4-6 1-10-t2 2-5-12 2-7-8 LOADING (psf) SPACING- 1-4-0 CSI. TCLL 40. 0 Plate Grip DOL 1.00 TC 0.87 TCDL 10. 0 Lumber DOL 1.00 BC 0.65 BCLL 0. 0 Rep Stress Incr NO WB 0.86 BCDL 5. 0 Code FBC2014/TP12007 Matrix-M) LU MBER- TOP CHORD 2x4 SP No.1 'Except' 5-10: 2x4 SP DSS BOT CHORD 2x6 SP DSS WEBS 2x4 SP No.3 `Except' 1-27, 3.27,7-22,14-16,12-16: 2x4 SP No.2, 7-21: 2x4 SP No. 1D 5-25, 5-23,7-23,8-20,10-20,10-18: 2x4 SP DSS REACTIONS. (lb/ size) 28=2517/0-7-4, 15=3792/0-7-4, 22=18260/0-3-8 Max Uplift 28=326(1-C 4), 15=-488(LC 5), 22=-2391(LC 8) DEFL. in ( loc) I/defl Lid PLATES GRIP Vert(LL) - 0.26 18 >718 360 MT20 244/190 Vert(TL) - 0.41 18 >460 240 MT18HS 244/190 Horz(TL) 0.02 15 n/a n/a Weight: 499 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 5-8- 9 oc bracing: 22-23 5-8- 12 oc bracing: 21-22 6-0- 0 oc bracing: 20-21. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-28=-2209/291, 1-2=-5264/686, 2-3=-5264/686, 3-4=10061/1334, 4-29=10061/1334, 5-29=- 10061/1334, 5-6=-1075/8158, 6-7=-1075/8158, 7-30=-1415/11037, 30-31=- 1415/11037, 8-31=-1415/11037, 8-9=-3720/558, 9-32=-3720/558, 10-32=- 3720/558, 10-33=-16976/2215, 11-33=-16976/2215, 11-12=-16976/2215, 12-13=- 8109/1046, 13-14=-8109/1046, 14-15=-3305/430 BOT CHORD 27-28=-47/360, 26-27=-1254/9560, 26-34=-1254/9560, 25-34=-1254/9560, 25-35=- 653/4464, 24-35=-653/4464, 24-36=-653/4464, 23-36=-653/4464, 22-23=- 24103/3122,21-22=-24103/3122,21-37=-11037/1415,20-37=-11037/1415, 20-38=- 1875/14030, 19-38=-1875/14030, 19-39=-1875/14030, 18-39=-1875/14030, 18-40=- 1938/14942,17-40=-1938/14942,17-41=-1938/14942,16-41=-1938/14942, 16-42=- 69/534, 15-42=-69/534 WEBS 1- 27=-685/5257, 3-27=-4606/609, 3-26=-89/775, 7-22=-16373/2153, 7-21=-1959/14982, 8-21=- 7406/981, 12-17=-107/920, 2-27=-565/84, 13-16=-501/76, 14-16=-1048/8122, 12-16=- 7325/956, 4-25=-3021/393, 11-18=-3049/396, 3-25=-91/561, 12-18=-310/2280, 5-24=- 58/548, 6-23=1744/249, 5-25=-756/6041, 5-23=-13624/1759, 7-23=-2239/17205, 9-20=- 2015/284,10-19=-89/788,8-20=-2071/15929,10-20=-11128/1429, 10-18=- 380/3179 NOTES- 1) 3- ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-0-0 oc, Except member 7-22 2x4 - 1 row at 0-4-0 oc, member 8-21 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) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Dpsf; h=15ft; B=45ft; L=30ft, eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. Akg8%59Vy0 plates unless otherwise indicated. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, 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/ Sorrento-B 2078 T11778663 P2078B FT1 SPECIAL 1 3 Job Reference (optional) Mid -Florida Lumber, Bartow, FL., - o41) s Apr zz zulb ml I eK Inau sines, mc. mon Hug UI Io:Ju:90 LU / ID:LwgEfgAb9YkKfRKdr2TZXPzS7xJ-X_5FhmZAzd6rQcWR2rlBbu_dp40'P'uesgKOZyyq 25 NOTES- 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) Bearing at joint(s) 22 considers parallel to grain value using ANSIfTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide metal plate or equivalent at bearing(s) 22 to support reaction shown. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 326 lb uplift at joint 28, 488 lb uplift at joint 15 and 2391 lb uplift at joint 22. 11) Girder carries tie-in span(s): 2-4-0 at 0-0-0 to 6-8-0 at 7-0-0.; 6-8-0 at 22-10-8 to 2-4-0 at 29-10-8.; 25-4-0 from 7-0-0 to 13-0-0; 27-0-0 from 13-0-0 to 23-0-0, 27-0-0 from 7-0-0 to 19-0-0; 25-4-0 from 19-0-0 to 22-10-8 12) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1888 lb down and 231 lb up at 7-0-0, and 2023 lb down and 247 lb up at 22-10-8, and 13 lb down and 2 lb up at 29-8-12 on top chord, and 237 lb down and 29 lb up at 5-1-4, 224 lb down and 27 lb up at 6-1-8, 224 lb down and 27 lb up at 8-1-8, 227 lb down and 28 lb up at 10-1-8, 227 lb down and 28 lb up at 11-9-8, 227 lb down and 28 lb up at 14-1-0, 227 lb down and 28 lb up at 17-9-8, 227 lb down and 28 lb up at 19-9-8, 227 lb down and 28 lb up at 21-9-8, 227 lb down and 28 lb up at 23-9-8, and 227 lb down and 28 lb up at 25-9-8, and 227 lb down and 28 lb up at 27-9-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 4-32=-888, 11-32=-842, 15-28=-7 Concentrated Loads (lb) Vert: 14=-13 26=237(6)21=-227(B)4=-1888 11=-2023 23=-227(B) 22=-227(B) 34=-224(B) 35=-224(B) 36=-227(B) 37=-227(B) 38=-227(B) 39=-227(B) 40=227(6) 41=-227(6) 42=227(13) Trapezoidal Loads (plf) Vert: 1 =-20 1 -to-4=-320, 11 =-320-to-1 4=201 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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 ANSITTPII 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/ Sorrento-B 2078 T11778664 Job P20786 FT2 SPECIAL 1 Reference o tional Mid -Florida Lumber, Bartow, FL. 7.640 s Apr 19 2016 MiTek Industries, Inc. Mon Aug 07 15:27:29 2017 Page 1 ID: LwgEfgAb9YkKfRKdr2TZXPzS7xJ-Yrr_zB_IFH56Bt_X4Azm118O1 FtMPE1TH7ZtjfygCzS 1 3-614 7- )-0 10-1-6 13-2-12 16-7-14 20-2-12 3-614 3-N 3-1-6 3-1-6 3-52 3-6-14 Scale = 1:36.0 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 6x8 MT18HS = 1x4 5x9 = 1x4 I 7x8 = 1x4 4x8 = 1 2 3 15 16 4 17 5 6 7 14 8 5x5 I 6x12 MT18HS = 8x10 MT20HS = 7x8 = 2x4 11 6x10 = 3x4 I 3-1-14 7-0-0 10-1-6 13-2-12 16-7-14 20-2-12 3-614 3-52 3-1-6 3.1-6 3-52 3-6-14 Plate Offsets (X Y)— 15:0-4-0 0-3-41 112:0-5-0 Edgel f13:0-5-0 0-3-01 LOADING (psf) SPACING- 1-8-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.90 Vert(LL) -0.60 11-12 >399 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.88 Vert(TL) -0.94 11-12 >256 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.89 Horz(TL) 0.08 8 n/a n/a MT18HS 244/190 BCDL 5.0 Code FBC2014/TP12007 Matrix-M) Weight: 332 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP DSS 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 5-7: 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` 1-13,7-9,3-13,5-9: 2x4 SP No.1 REACTIONS. (lb/size) 14=4419/0-7-4, 8=2866/0-3-8 Max Uplift 14=1164(LC 4), 8=-746(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-3963/1053, 1-2=-13244/3482, 2-3=-13244/3482, 3-15=-23032/5964, 15-16=-23032/5964, 4-16=-23032/5964, 4-17=-23032/5964, 5-17=23032/5964, 5-6=-8641/2245, 6-7=-8641/2245, 7-8=-2484/656 BOT CHORD 13-14=-227/855, 12-13=-6301/24064, 11-12=6301/24064, 10-11=4588/17683, 9-10=-4588/17683, 8-9=-140/530 WEBS 1-13=-3380/12864, 3-11=-1081/352, 4-11 =-1 907/534, 5-11=-1571/5596, 5-1 0=-1 35/603, 7-9=-2186/8423, 2-13=-766/236, 3-13=-11236/2947, 5-9=-9389/2448 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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=25ft; B=45ft; L=24ft, eave=4ft; Cat. 11; Exp B; Encl., GCpi= 0.18; 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) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 1164 lb uplift at joint 14 and 746 lb uplift at joint 8. 9) Girder carries tie- in span(s): 2-4-0 at 0-0-0 to 6-8-0 at 7-0-0. 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 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 847 lb down and 226 Ito up at not considered signed and sealed and 10-2-0, and 1888 Ito down and 504 lb up at 7-0-0, and 1073 lb down and 286 lb up at 9-0-0 on top chord. The design/selection of suclhe Signature must be Verified On connection device(s) is the responsibility of others. any electronic Copies WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I s always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - - - 5, fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available fromTrussPlateInstitute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hms/ Sorrento-B 2078 T11778664 P2078B FT2 SPECIAL 1 3 Job Reference optional Mid -Florida Lumber, Bartow, FL. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 3-4=-207, 4-7=-83, 8-14=-8 Concentrated Loads (lb) Vert: 3=-1888 4=-847 16=-1073 Trapezoidal Loads (plf) Vert: 1=-208-to-3=-327 r.ovv a npi nvy v rayo ID: LwgEfgAb9YkKfRKdr2TZXPzS7xJ-Yrr_zB_IFH56Bt_X4Azm II801 FtMP E 1 TH7ZtjfygCzS WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek8 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/of chord members only. Additional temporary and permanent bracing r - 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 oftrusses and truss systems, see ANSIITP11 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/ Sorrento-B 2078 T17778665 P2078B FT3 FLOOR 1 Job Reference (ootional) LtAu s Apr itl Lulb MI I eK mau sines, Inc. Mon Aug uI lb2/2e eui / rage 1 I D: LwgEfgAb9YkKfRKdr2TZXPzS7xJ-Yrr_zB_IFH56Bt_X4Azmll8ViFy6PHTTH7ZtjfygCzS 4-0-0 3-10-4 3-10-4 4-0-0 Scale = 1:27.2 1x4 4x8 = 1x4 I 5x5 = 1 5x5 = 2 3 4 5 10 11 12 9 8 7 6 3x4 11 6x8 = 2x4 11 6x8 = 3x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.48 Vert(LL) -0.14 8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.57 Vert(TL) -0.21 8 >879 240 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(TL) 0.02 6 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-M) Weight: 172 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) 10=1285/Mechanical, 6=905/Mechanical FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-889/0, 1-2=-3055/0, 2-3=-3055/0, 3-4=-2592/0, 4-5=-2592/0, 5-6=-789/0 BOT CHORD 10-11=0/332, 11-12=0/332, 9-12=0/332, 8-9=0/3783, 7-8=0/3783 WEBS 1-9=0/2807, 2-9=-356/0, 3-9=-749/0, 3-7=-1227/0, 4-7=-372/0, 5-7=0/2431 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) Refer to girder(s) for truss to truss connections. 4) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) 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. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 248 lb down at 0-11-4, and 247 lb down at 2-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-5=100, 6-10=-10 Concentrated Loads (lb) Vert: 11=248(F) 12=247(F) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verify design parameters and READ NOTES ON THIS 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 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 C fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 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/ Sorrento-B 2078 T11778666 P2078B FT4 FLOOR 1 Job Reference o tional ID:LwgEfgAb9Yk fRKdr2TZXPzS7xJ-Yrr_zB_IFH56Bt_X4Azmll8R7Fr?PHBTH7ZtjfygCzS i 3-4-5 6-6-15 9-11-4- r 3-4-5 3-2-9 3-4-5 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. Scale = 1:18.9 2x4 II 4x8 = 3x4 II 1 2 3 3x6 = 4 4x5 = LOADING (psf) SPACING- 2-0-0 CS 1. DEFL. in loc) I/deft L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.71 Vert(LL) 0.11 6-7 999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.97 Vert(TL) 0.17 6-7 678 240 BCLL 0.0 Rep Stress Incr NO WB 0.69 Horz(TL) 0.03 5 n/a n/a BCDL 5.0 Code FBC20141TP12007 Matrix-M) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.1 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 8=1611/0-7-4, 5=2393/0-5-8 FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=272/0, 2-3=-5872/0, 34=481/0 BOT CHORD 7-8=0/4816, 7-9=0/4816, 9-10=0/4816, 6-10=0/4816, 6-11=0/5872, 5-11=0/5872 WEBS 2-8=4741/0, 2-7=0/710, 2-6=0/1103, 3-6=0/1403, 3-5=-5625/0 5x6 = PLATES GRIP MT20 244/190 Weight: 110 lb FT = 20% Structural wood sheathing directly applied or 4-7-10 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) 2-ply truss to be connected together with 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 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except 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) "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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1275 lb down at 5-1-4, and 834 Ib down at 6-1-8, and 834 lb down at 8-1-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 14=100, 5-8=-10 Concentrated Loads (Ib) Vert:9=-1275(F) 10=-834(F) 11=-834(F) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Adddional 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 Fri fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII 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/ Sorrento-B 2078 T11778667 P2078B J7 JACK 29 1 job Reference o tional Mid -Florida Lumber, Bartow, FL. 7.640 s Apr 19 2016 MiTek Industries, Inc. Mon Aug 07 15:27:30 2017 Page 1 ID:LwgEfgAb9YkKfRKdr2TZXPzS7xJ-11 PNAX?OOaDzplZketV?IzgfrfLa8u9cVnJQF5ygCzR 1-0-0 7-0-0 1-0-0 7-0-0 Scale = 1:22.2 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 TCDL 10.0 Lumber DOL 1.25 BC 0.37 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014/TP12007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=157/Mechanical, 2=397/0-3-8, 4=61/Mechanical Max Horz 2=141(LC 12) Max Uplift3=-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. DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.06 4-7 >999 240 MT20 244/190 Vert(TL) -0.16 4-7 >510 180 Horz(TL) 0.01 2 n/a n/a Weight: 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-7-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=25ft, B=45ft, L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 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 85 lb uplift at joint 3 and 99 lb uplift at joint 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 WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must 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 lawisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSITTP11 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/ Sorrento-B 2078 T11778668 P2078B KJ2 JACK 1 1 Jo Reference (optional) Mid -Florida Lumber, Bartow, FL. 1.1540 s Apr 19 zulb MI I eK loauslfles, Inc. Mon Aug vt 1 :Z/ u — t rage I ID:LwgEfgAb9YkKfRKdr2TZXPzS7xJ-11 PNAX?OOaDzpIZketV?IzglhfQo8u9cVnJQF5ygCzR 1-5-0 2-4-5 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 TCDL 10.0 Lumber DOL 1.25 BC 0.03 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=44/Mechanical, 2=202/0-5-11, 4=19/Mechanical Max Horz 2=52(LC 8) Max Uplift3=-17(LC 8), 2=-90(LC 8) Max Grav 3=47(LC 26), 2=202(LC 1), 4=35(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:8.7 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.00 7 >999 240 MT20 244/190 Vert(TL) -0.00 7 >999 180 Horz(TL) 0.00 2 n/a n/a Weight: 10 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=25ft; B=45ft, L=24ft; eave=4ft; Cat. ll; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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 17 lb uplift at joint 3 and 90 lb uplift at joint 2. 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) 40 lb down and 9 lb up at 1-6-12, and 40 lb down and 9 lb up at 1-6-12 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=1.25, Plate Increase=1.25 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 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7474 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 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 ANSIlTP11 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/ Sorrento-B 2078 T71778669 P2078B KJ7 JACK 8 1 Job Reference o tional Mid -Florida Lumber, Bartow, FL. 7.640 s Apr 19 2016 MiTek Industries, Inc. Mon Aug 07 15:27:31 2017 Page 1 I D: LwgEfgAb9YkKfRKdr2TZXPzS7xJ-VDzIOt?OnuLgQ B8wCbOErADtf3gltG5m kR2zoXygCzQ 1-5-0 5-2-5 9-10-13 1-5-0 5-2-5 4-8-7 Scale = 1:22.3 2x4 = 1x4 II 5 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.38 Vert(LL) -0.03 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.09 6-7 >999 180 BCLL 0.0 " Rep Stress Incr NO WB 0.34 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-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 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) 4=130/Mechanical, 2=522/0-5-11, 5=314/Mechanical Max Horz 2=142(LC 8) Max Uplift4=-70(LC 8), 2=148(1_C 8), 5=-69(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-1 1=-743/124,11-12=-706/132, 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; 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), Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 70 lb uplift at joint 4, 148 lb uplift at joint 2 and 69 lb uplift at joint 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 lb down and 11 lb up at 1-6-12, 51 lb down and 11 lb up at 1-6-12, 70 Ito 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=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=60, 5-8=-20 Concentrated Loads (Ib) Vert: 13=-53(F=-27, B=-27) 14=4(F=2, B=2) 15=-10(F=-5, B=-5).16=-35(F=-17, 13=17) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1114II-7473 rev. 10/03/2015 BEFORE USE. - Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 i 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 ANSIITPI1 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, Alexandra, VA 22314, Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hms/ Sonento-B 2078 T11778670 P2078B M1 MONO HIP 1 1 Job Reference (ootional) Mid -Florida Lumber, Bartow, FL. LOADING (psl) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2014/TPI2007 7.640 s Apr 19 2016 MiTek Intlustries, Inc. Mon Aug 07 15:2731 2017 Page 1 ID: LwgEfgAb9YkKfRKdr2TZXPzS7xJ-V DziOt?OnuLgQB8wCbOErADsD3g6tLYmkR2zoXygCzQ 1-8-0 - 14-0 3 1.5x4 II Scale = 1:8.8 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TC 0.41 Vert(LL) 0.01 6 999 240 MT20 2441190 BC 0.41 Vert(TL) 0.02 4-6 999 180 WB 0.06 Horz(TL) 0.00 4 n/a n/a Matrix-M) Weight: 14 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=796/0-3-8, 4=416/Mechanical Max Horz 1=28(LC 8) Max Uplift 1=-192(LC 8), 4=-110(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=298/85 Structural wood sheathing directly applied or 3-0-0 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; 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=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 192 lb uplift at joint 1 and 110 lb uplift at joint 4. 8) "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) 7 lb down and 30 lb up at 1-8-0 on top chord, and 982 lb down and 258 lb up at 1-0-12, and 2 lb down at 1-8-0 on bottom chord. The design/selection of such connection device( s) is the responsibility of others. 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: 1-2=-60, 2-3=-60, 1-4=-20 Concentrated Loads (lb) Vert: 6=-982(B) 7=-2(F) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must 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 ANSIITPII 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 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0 -1T1611 I 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 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) 1 2 3 TOP CHORDS Ci-2 C2-3 IN o WEBS c,,4 4 O O U o-b 2 d 5 U O a I— C7-8 C6- C6-6 O r. BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. 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 specked. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review 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. L C FOR HEAD CLEARANCE BELOW. FLOOR AREA FRAMED BY BLDR. NOTE: SEE ENGINEERING PROFILES FOR SPECIAL CONNECTIONS AND NAILING SCHEDULES. FLOOR SPACING 24" O.C. UNLESS OTHERWISE NOTED. - - ALL WALLS SHOWN ARE LOAD BEARING AT 9'-4" UNLESS OTHERWISE NOTED. 1 R 1 /'l" ten', O 2 - HGUS26-2 2-PLY HGRS. A L 16 - HHUS46- FLR. HGRS APPROVED TRUSS ANCHOR BY BUILDER BOTTOM =4x2 TOP = 4x2 2x4 Cont. Band e 1 11, 1 TRUSS END DETAIL APPROVED TRUSS ANCHOR BY BUILDER w PLUMB CUT OVERHANG HEEL HEIGHT = 2 x 4 BOTTOM = 2 x 4 12 TOP= 2x4 6' 12 N 12" TRUSS END DETAIL 3 1 SANFORD cpAR 17-2604 MID - FLORIDA LUMBER ACQUISITIONS BARTOW, FLORIDA TRUSS LOADING CONDITIONS ROOF TRUSSES FLOOR TRUSSES TOP CHORD LIUE: 20.0 TOP CHORD LIUE: 40.0 TOP CHORD DEAD: 10.0 TOP CHORD DEAD: 00.0 BOTTOM CHORD DEAD 10.0 BOTTOM CHORD DEAD 50 TOTAL LOAD IPSF) 40.0 TOTAL LOAD (PSF) 55.0 STRESS INCREASE 125 STRESS INCREASE: 1.0 THIS TRUSS SYSTEM IiRS BEEN DESIGNED WITH LOADS GENERATED BY 140 MPH WINDS USING 4.2 PSF TOP CHORD DEAD LOAD AND 30 PSF BOTTOM CHORD DEAD LOAD 0 MILES FROM HJRRICRNE OCERNLINE. CRT 11. EXP, B IRSCE 7-141 BUILDER: 2078 - B Park Square Homes LEILL BDBRESS: Sorrento - B P2078BE m,E o s+: N/A 8-7_17 Bmax O 0 M A" 20" 1 U U Lo U U C 1 CJ3 CJ3 0 vCJ5 CJ5 Z' v C3 U 4 C2 6/12 J C. 1 C1 77-l-L2T 133 6/ 12 B2 B1 134 Z—< 6/ 12 135 6/ 12 B6 B6 CJ5 CJ3 Z un lU U CJ5 CJ3 coC U U 1co n" NOTE: SEE ENGINEERING PROFILES FOR SPECIAL CONNECTIONS AND NAILING SCHEDULES. FLOOR SPACING 24" O.C. UNLESS OTHERWISE NOTED. ALL WALLS SHOWN ARE LOAD BEARING AT 9'-4" UNLESS OTHERWISE NOTED. 0 fl- 0 J L 2 - HUS26 1-PLY HGRS. APPROVED TRUSS ANCHOR BY BUILDER BOTTOM =4x2 TOP = 4x2 2x4 Cont. Band 7--\ d c TRUSS END DETAIL APPROVED TRUSS ANCHOR BY BUILDER PLUMB CUT OVERHANG HEEL HEIGHT = 2 x 4 BOTTOM = 2 x 4 612TOP= 2x4 om 12 12" TRUSS END DETAIL MID - FLORIDA LUMBER ACQUISITIONS BARTOW, FLORIDA TRUSS LOADING CONDITIONS ROOF TRUSSES FLOOR TRUSSES TOP CHORD LIVE: 20.0 TOP CHORD LIUE 40.0 TOP CHORD DEAD 1&0 TOP CHORD DEAD 10.0 BOTTOM CHORD DEAD: 10.0 BOTTOM CHORD DEAD: 5.0 TOTAL LOAD (PSF) 40.0 TOTAL LORD (PSF) 55.0 STRESS INCREASE: 1.25 STRESS INCREASE: 1.0 THIS TRUSS SYSTEM HAS BEEN DESIGNED WITH LORDS GENERATED BY 140 MPH WINDS USING 4.2 PSF TOP CHORD DEAD LORD AND 3.0 PSF BOTTOM CHORD DEAD LORD 0 MILES FROM HURRICANE OCERNLINE. CRT. 11. EXP -B (RSCE 7:14) 2078 - B BUILDER: Park Square Homes LEGAL ADDRESS: Sorrento - B VISION. P2078B SERE: Ifl1E: IPJM!BY: N/A B-7-17 Bmax RECORD COPY City of Sanford Building and Fire Preventiol Product Approval Specification Form Permit # (7 6160 y # 7- 2 6 0 4 SANFQRD Project Location Address 914 ( 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.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category/Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging Therma - Tru Single Door FL8871.5 Sliding MI Windows and Doors Series 420 Alum SGD - 2 Panel FL.15332.4 Sectional Clopay Building Products 941T40-W4 FL15279.20 Roll. Up Automatic Other 2. Windows Single Hung MI Windows & Doors Series GA 185 Aluminum SH FL 17499.2 Horizontal Slider Casement Double Hung Fixed MI Windows & Doors Series GA 185 Alum Picture Fixed FL15349.1 Awning Pass Through Projected Mullions MI Windows & Doors 5764 Verical Alum Mullion FL 15353.2 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description 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 Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles IKO Industries, LTD Asphalt Shingles / Cambridge FL7006.1 Underlayments Warrior Roofing 15 and #30 Roofing Felt FL2346.1 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 up 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 Signatu Applicant's Name `Crcc»car,SO J Please Print) June 2014 Florida Building Code Online Page 1 of 4 ems.. ti ' -? 'c INMARtea3xEt a f7 m...`"«.`:: s>`....Ssft•-"=,an:.'rsa.,a': 5s •. 'a.-.r'.a"':kauP.au..a..,v. ,r x;...:n,o.%fMSivx.-`e. i BCIS Home j Log In User Registration Hot Topics i Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map i Links Search i Product Approval dbrUSER: Public User ps. Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL8871-R7 Application Type Revision Code Version 2014 Application Status Approved Comments Archived _. Product Manufacturer Therma-Tru Corporation Address/ Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbldgconsultants. com Authorized Signature Vivian Wright rickw@rwbldgconsultants. com Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered, Architect or a Licensed Florida Professional Engineer 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. I Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL8871 R7 COI (a) CERTIFICATE OF INDEPENDENCE.cdf Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 201, 202, 203 1994 Florida Licensed Professional Engineer or Architect FL8871 R7 Eouiv of STANDARDS (a).odf http:// www.floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgty3Ij Wak2nHrp... 9/ 13/2017 Florida Building Code Online Page 2 of 4 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/13/2016 Date Validated 12/13/2016 Date Pending FBC Approval 10/21/2016 Date Approved 12/15/2016 Summary of Products FL # Model, Number or Name Description 8871.1 a. "ClassicCraft Rustic" Series 3'6 x 8'0 "Impact" Opaque Fiberglass Radius Top Single Door (X) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 II (a) 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 R7 AE (a) EVAL 8871.1.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 8871.2 b. "ClassicCraft" or "ClassicCraft 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door (X) Rustic" Series Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8$71_ R7 II a INST 8873 1.Z.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 R7 AE (a) EVAL 8871.2.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 8871.3 c. "ClassicCraft" or "ClassicCraft Rustic" Series 3'6 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 R7 II (a) INST 8871.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.3 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.3.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FiberClassic and Smooth Star 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) 8871.4 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 R7 II (a) INST 8871.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.4 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.4.pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FiberClassic and Smooth Star sidelites, this product approval requires the use of "]" part numbers for these sidelites, which have been stained or painted within six months of installation.) Note - ASTM E1300-98 utilized for areas inside the HVHZ 8871.5 e. "FiberClassic" or "SmoothStar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door (X) - Series Inswing -or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 II a INST 8871_5 df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.5 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.5.odf Created by Independent Third Party: Yes http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgty3Ij Wak2nHrp... 9/13/2017 Florida Building Code Online Page 3 of 4 specific Model and for any other additional use limitations and installation instructions. 8871.6 f. "FiberClassic" or "SmoothStar" 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 R7 II (a) INST 6871.6.pdf 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 8671.6 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.6.1)df 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 8871.7 g. "FiberClassic" or "SmoothStar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door with Series Sidelites (OXO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 II (a) INST 8871.7.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 8871.7 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.7.1)df 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 "ClassicCraft Inswing or Outswing Rustic" Series Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 II (a) INST 8871.8.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 8871.8 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.8.pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 8871.9 FiberClassic", "SmoothStar", 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door with ClassicCraft" or "ClassicCraft Rustic" Sidelites (OXXO) - Inswing or Outswing Series Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 II (a) INST 8871.9.pdf 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 F18871 R7 AE (a EVAL 8871_9_pdf 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 Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To -determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: e:.he:k http://Nvww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ,A7tDgty3Ij Wak2nHrp... 9/13/2017 Florida Building Code Online Page 4 of 4 Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgty3Ij Wak2nHrp... 9/13/2017 THERMANTRU" THERMA TPU DOORS 1 1 E3 IIII DUSTRIAL DR., EDGERTON, OH 4351 7 SMOOTH STAR & FIBER CLASSIC FIBERGLASS SINGLE DOOR INSWING / OUTSWING GENERAL NOTES WPAcr i. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with Section 1626 of the Florida Building Code and does not require on impact resistant covering. 4. When used in areas outside of the "HVI IT' requiring wind borne 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 2x 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 "HVHT'. 8. Inswing configurations and outswing configurations using sill 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 sill is less than 45 degrees. TABLE OF CONTENTS DESCRIPTION Typical elevations, deslgn pressures & general notes Door panel details (Smooth star) rSHEETDoorpaneldetails (Fiber classic) Horizontal cross sections—Eti6n Vetiicalcrosssections6 Buck and trome - 2X buck masonry construction 7 Frame anchoring - IX buck masonry consiruction B Bill of Materials & Components 37. 75" MAX. FRAME WIDTH 36. 00" MAX. PANEL WIDTH O O i w S 2 W J WLL a a O N m POVERALL DESIGNrPRESSU E DOORTYPE SWING FRAME DIMENSION is POSITIVE NEGADV,15 INSWING 37.75" x 98.00" 80.0 80.0 SMOOTH STAR OUTSWING 37.75" x 96.50" 80.0 80.0 INSWING 37.75" x 96.00" 80.0 80.0 FIBER CLASSIC OUTSWING 31.75" x 96.50" 80.0 80.0 See Sheet 8 for design pressure limitations. E: N. T. S. BY, DWS IJY: LFS VINO NO.: FL- 88 71.5 T 1 OF 8 N 43 \' •/Oy' 44 46 47 4T EXTERIOR U: -0,, z O 2 INTERIOR 46 46 42 e E o o m o U E u O = a 1 HORIZONTAL CROSS SECTION \ a LL a m d a d 2 47 E 1 ? m J 41 Q: ¢ O opo o 4.02" —I i 0 cn 1 m 2 TYP.4 I w 0 13 CORNERS r a p Cll!!_!J_CL1 m OF PANEL a EXTERIOR INTERIOR o a a 42 70P RAIL 43 LOCK STILE jS' m DETAIL A -A U 40 DOOR PANEL o m Smooth stor 41 00N U 00000000 /12 W FE O 0000000 - 0- 00000000 00 00 00 00 00 00 0 47 c$EO 44 00000000 "oo 00000000 1.53"--j0000001dI o m a a 000000000000000 46 46 Q » z 000000000000000 E)O.(o 45 'O n N 00000000 i////1 0000000 00000 ^ nN¢ 0000 0 000006004, 9 HINGE STILE BOTTOM RAIL z q o000000o q" I: 45 nN-- 0 Fz 0000000 28.86% OPEN 2 VERTICAL CROSS SECTION D: 05122108 0000000AREAMAX.o 00000000 45 2 SCALE: N.T.S. 0000000 DWG. BY: DWS 00000000 m CHK. BY: LFS 3 DETAIL A -A DRAWING NO.: rc Panel reinforcement FL-8871.5 n NOTE: WOOD DOOR COMPONENTS: PINE (SG >= 0.42) SHEET2 OF e 0 64 66 67 61 EXTERIOR 67Zx 61 63 o to i i o rn V%'• yy c 2jow It 111t11 oNoz INTERIOR 66 66 62 o a z m z 2 ato 9 @w 1 IT HORIZONTAL CROSS SECTION \ a 4 m D a V o 3 67 E 9 Z S d oV) l ~ 1 o I 4.0T o 1.53" ^I d aw TYP. 4 13 CORNERS%%!%% — A ItH Wm GL1L1lJ w 0 o OF PANEL o L EXTERIOR INTERIOR I o a a D 62 TOP RAIL 63 LOCK STILE I Mk mDETAILA -A o u 60 DOOR PANEL m Fiber classic 61 0 m N U 0000000P. 0m Z 0000000 62 " w 0 o 00000000 Fn 0000000 67 C it N Gj 64 0000000moo 000000 00000000 000000066 66 s,aa d 00000000 n Z 000000o O O 0000000or• 0000000 o n Hw- 00000 - B- 0000 C O 0000000 L7,'9 HINGE STILE 65 BOTTOM RAIL m y^ o 0 00000000000000028.86%OPEN 0 0 0 0 0 0 0 0 AREA MAX. VERTICAL CROSS SECTION Dnre: 05/22/08 i 00000000 65 3 scAl_E: N.T.S. 0000000 DRAWING G. ar: DWSd m 00000000 K. sr: LFS3 DETAIL A -A NO:Panel reinforcement FL-8871.0 NOTE: WOOD DOOR COMPONENTS: PINE (SG >= 0.42) 0 EET , 3 OF r 1 2mnC; 49 J 4 N'•7 4'°Q z° 00 PI o n m i 9 8 II vNa V o Z Uv o Em o m c 19 INTERIOR e " ' ` i o 4 2 0 4 u9Z ^` C J O jR 3 4 EXTERIOR 40 0 0 v) i0 w1814G A o j oN m60 E a5 w w w so E D 4 1-11N MIN. W EMB. (TYP.) j oDD 8 8 o a 5 5 5 5 e HORIZONTAL CROSS SECTION a mL 4 Shown w11 X sub -buck L In C'SINK C'SINK IYP.) TYP.) e 8 9 9 8 u mom 0 N U NZ q P u w 0 O 10 10 N INTERIOR INTERIOR moo 4, L m w K EL a- Z v N d' b d 12 12 40 EXTERIOR EXTERIOR 40 14 DArE:05 22/08 Z L C 11 60 60 C 16 5c: Ev:EMB. TYP.) IN. 1-114"MIN. c K. ar: HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 1-114" MIN. EMB. (TYP.) onax uc Otswngshown -inswing 4 Outsvring shown - insw ng FL —aaalsoapprovedalsoarovedPP sHecr 4 op 8 N EXTERIOR INTERIOR @ VIIII,CAI CROSS SECTION utsr shown - Inswingsoaproved EXTERIOR 4 VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for "HVHZ" water infiltration requirements INTERIOR EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION Shown w/1Xsub-buck EXTERIOR INTERIOR 5 VERTICAL CROSS SECTION Inswing configuration see general notes, sheet I for "HVHP' water infiltration requirements UAL* W• :may` a can INTERIOR EXTERIi39 P o M m ZrrlI111y_ a N .. m od a v i 0 E 0 m c w 40 as mM0- 2-70 60Ecw ^ K, o'`a " J - p.. o M ti 3 VERTICAL CROSS SECTION Xx m Outswingconfigurationsee general notes, sheet 1 a r o for " HVHZ" water infiltration o requirements 0 < a a INTERIOR EXTERIOR v 6 ° VERTICAL CROSS SECTION° Outswing configuration see general notes, sheet 1 for " HVHZ" water infiltration requirements SCALE: N.T.S. J DWG. Err: DWS m' CHK. BY. LFS 3 DRAWING ND.: FL- 8871.5 m° a SHEET 5 OF 8 m 23 i of e in o n 00 z U N •; TYP. HEAD & l z GIc-zo e 'E m o JAMBS MASONRY MASONRY TYP. HEAD & o u M 9 6 t aamd OPENING OPENING JAMBS V a a 4 i vZG c I,i C FRAME Y5ao xZNO OU Zp- 155UO toCiNO p Ov 2XBUCK Tn 2XBUCK H O N I v) L W w o N Ua U YY a j a ¢am a BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB Masonry 2X buck construction CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TO MASONRY TO ADJACENT ' TYPE SIZE>: EMBEDMENT :'. EDGE ANCHOR ....:` ITW ® 1/4" 1.1/4" 2" 4" TAPCON ELCO ® 1/4" 1.1/4" 1" 4" ULTRACON WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/8" edge distance, I" end distance, & 1"o.c. spacing of wood screws to prevent the splitting of wood. HINGE DETAIL LATCH & DEADBOLT DETAIL 171S w a M N 05/22/08 3 e: N.T.S. eY: DWS a BY: LFS 3 NING NO.: O FL-8871.5 C 7 6 OF 8 2 O l•0 iN7 z b om P• TYP. HEAD Tht ss o n m i 8 JAMBS tilts o N . uj Z OZ a m ° N MASONRY g o a. OPENING a^ 'm a a. 9 4 6O oZ O JTa E? UNCi FRAMEm= K m TU 4 co p o IXBUCK N c) a a y K m LATCH & DEADSOLT DETAIL a UL m 0 N m 4z wWOo o HiNGEJAMB STRIKE JAMB CONCRETE ANCHOR NOTES: FRAME ANCHORING G 1. Concrete anchor locations at the comers maybe adjusted to maintain the min. Masonry i X buck construction 12 a edge distance to mortarjoints.- o 0 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to 1p n N maintainthemin. edge distance to mortar Joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. G n N z m 3. Concrete anchor table: 12 CLEARANCE. 12 o N 7 N ^ LloOZU ANCHORz,- Te52208scu: N.T.S. ° ITW HINGE DETAIL MG. er: DWS m' CNK. BY. LFS 3 WOOD SCREW INSTALLATION NOTES: ow,MNG No.: rr I. Maintain a minimum 5/8" edge distance, I" and distance, & 1"o.c. spacing of FL-8871.5 N woodscrewstopreventthesplittingofwood. SHEET 7 OF 8 ANCHOR ANCHOR MIN. MIN. MIN.(CLEARANCf TYPE SiZE ': EMBEDMENT TO MASONRY TOADJACENi ITW TAPCON® 1/4" i-1/4" 2" 4" 3/ sd" 1-T/4" 3" 1-1/2" iAPCON® BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C MAX. 1/4" SHIM SPACE WOOD D 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 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 1.15" MIN. EMBEDMENT STEEL I INSWING ADJUSTABLE THRESHOLD (IS300AJ) ALUM./WOOD 2 INSWING THRESHOLD (IS300HP5) ALUM./COMP. 3 INSWING SELF ADJUST THERMAL BREAK THRESHOLD (ISP30M) ALUM./COMP. 4 OUTSWING COASTAL THRESHOLD ALUM./WOOD 5 OUTSWING STANDARD THRESHOLD ALUM./WOOD 6 INSWING THRESHOLD ALUM./COMP. 7 DOOR BOTTOM SWEEP VINYL 8 JAMB PINE SG >= 0.42 WOOD 9 JAMB (OAK) SG >= 0.42 WOOD 10 WEATHERSTRIP FOAM 11 HINGE STEEL 12 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 KWIKSETSERIES DEADBOLT 660 STEEL 40 SMOOTH STAR DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS 41 DOOR SKIN 0.072"THK. (SMOOTH STAR).Fy = 6,000 PSI MIN. FIBERGLASS 42 TOP RAIL SMOOTH STAR COMP. 43 LOCK STILE SMOOTH STAR WOOD/LVL 44 HINGE STILE SMOOTH STAR) WOOD 45 BOTTOM RAIL (SMOOTH STAR) COMP. 46 PANEL REINFORCEMENT 0.023" THK. SMOOTH STAR STEEL 47 FOAM CORE POLYURETHANE 60 FIBER CLASSIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS DOOR SKIN 0.13T'THK. FIBER CLASSIC F = 6,000 PSI MIN. FIBERGLASS TOP RAIL (FIBER CLASSIC) COMP. LOCK STILE (FIBER CLASSIC WOOD/LVL rHINGESTILE (FIBER CLASSIC) WOOD BOTTOM RAIL FIBER CLASSIC COMP. PANEL REINFORCEMENT 0.023" THK. FIBER CLASSIC STEEL 67 FOAM CORE I POLYURETHANE r O 8 HEAD 6 SIDE Jamb1 THRESHOLD Inswng adjustable 3 THRESHOLD Inswngsell -adjust 5. 75' 0 S THRESHOLD Outswing standard ci 4 THRESHOLD Inswing adjustable 4. 5T' L 4 THRESHOLD Outsmngcoastaly 6 THRESHOLD Inswing MAX. DESIGN PRESSURE _ +/- 50 PSF Is— N.T.S. owc. aY: DWS ciiK. BY: LFS FL- 8871.5 r B OF B Florida Building Code Online Page 1 of 3 ac m# -_ , `yz es. ,.sfir- 4 r-k. +a'1 a BCIS Home j Log In User Registration i Hot Topics i Submit Surcharge I Stats & Facts ; Publications FBC Staff BCIS Site Map i Links Search j bri a Product Approval 5w' USER: Public User 1!1!1! z- ram. Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15332-R3K 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 Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered.Architect or a Licensed Florida Professional Engineer s 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. Urich, PE i Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL15332 R3 COI FLCOI.odf 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=wGEVXQwtDgtH8572gvd Wldk... 9/7/2017 Florida Building Code Online Page 2 of 3 Date Submitted 10/29/2015 Date Validated 10/30/2015 Date Pending FBC Approval 11/01/2015 Date Approved 12/15/2015 Date Revised 08/11/2017 Summary of Products FL # Model, Number or Name I Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON - REINFORCED 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.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes J15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NON - REINFORCED 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 SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX REINFORCED 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 5129696.1)df PRESSURE RATINGS Created by Independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96" REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 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 I 96"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-00499D.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 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_II 08-00501D_pdf 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=wGEVXQwtDgtH85 72gvd Wl dk... 9/7/2017 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"x80" 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.odf PRESSURE RATINGS Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cooynaht 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(i), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: E Safe- http://,A,ww.floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgtH85 72gvdWldk... 9/7/2017 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. 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. 8. 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, XO, XX, XP, PX, XIP, FIX TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS REVISIONS DESCRIPTION DATE 11 PPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. SIGNED: 1012312015 LLCMIWI9ooCWKEs IlioDDPDOOWRYBR. 9+% FLOWER MOUND, TX 75028 w•GENS ir• /N 5 *" SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" rf NOTES c TAT E 0`F p•, A, DRAWN: DRAWN: DWG NO, REV V.L. 08-02249 B/ASS ij0111110 0 SCALE NTS DATE 10/30/13 SHEET 1 OF 10 96" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 6" MAX - (- 17" MAX O.C. -I 6" MAX 6" MAX 17" MAX O.C. 96" I - MAX FRAME HEIGHT 6" MAX IES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 35.OPSF NONE SEE CHARTS #1 AND #2 FOR OTHER UNITS RATINGS REVISIONS ' REV DESCRIPTION DATE APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 1 R.L. CHART #1 WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. SEE NOTE 9 SHEET 1 Design pressure chart (psf) Frame Single Panel and Total Frame Wldlh (in) Height 30.0 36.0 42.0 48.0 60.00 72.00 84.00 96.00in) Pos Neg Pos Neg Pos Neg Pos Neg 84.0 40.0 58.4 40.0 50.9 40.0 45.7 40.0 42.0 88.0 40.0 55.2 40.0 4&0 40.0 43.0 39.4 3 ..4 92.0 40.0 52.4 40.0 45.4 40.0 40.6 37.1 37.1 96.0 40.0 49.8 40.0 43.1 38.4 36.4 35.0 35.0 CHART#2 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SEE NOTE 9SHEET I Design pressure chart (p4 Frame Single Panel and Total Frame VVidth (in) Height 30. 0 36.0 42.0 48.0 60. 00 72.00 1 84.00 96.00 in) Pos I eg Pos Neg Pos Neg Pos Neg 84. 0 58.4 58.4 50.9 50.9 45.7 45.7 42.0 42.0 88. 0 55.2 55.2 48.0 48.0 43.0 43.0 39.4 39.4 92. 0 52.4 52.4 45.4 45.4 40.6 40.6 37.1 37.1 96. 0 49.8 49.8 43.1 43.1 1 38.4 38.4 35.0 35.0 CHART # 3 Number of anchor locations required Frame Single Panel and Total Frame Width (in) Height 30. 0 36.0 1 42.0 48.0 in) 60. 0 72.0 84.0 96.0 H8S I Jamb HBS I Jamb H8S Jamb H8S I Jamb 84. 0 4 6 5 6 6 6 6 6 88. 0 4 6 5 6 6 6 6 6 92. 0 4 6 5 6 6 6 6 6 96. 0 4 6 5 6 6 6 1 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: DWG NO. REV V. L. 08-02249 B SCALE NTS IDATE 10/30/13 ISHEET2 OF 10 SIGNED: 1012312015 6" MAX 6" MAX 17" MAX O.C. 96" I MAX. FRAME HEIGHT 6" MAX 96" MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART #4 FOR NUMBER OF LOCATIONS REQUIRED 17" MAX O.C. 6" MAX 2) ANCHORS PER LOCATION SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT SILL EXTERIOR VIEW SEE CHART #4 FOR NUMBER OF LOCATIONS DESIGN PRESSURE RATING IMPACT RATING REQUIRED t35.OPSF NONE SEE CHARTS #1 AND #2 SHEET 2 FOR OTHER UNITS RATINGS REVISIONS DESCRIPTION DATE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 I R.L. CHART #4 Number of anchor locations required Single Panel and Total Unit Width (in) Frame Height 30.0 36.0 42.0 48.0 in) 60.0 72.0 84.0 96.0 H&S Jamb H&S Jamb H&S Jamb H&S Jamb 84.0 4 6 5 6 6 6 6 6 88.0 4 6 5 6 6 6 6 6 92.0 4 6 5 6 6 6 6 6 96.0 1 4 6 5 6 1 6 6 6 6 SIGNED: 1012312015 MI WI90DOWKEANDD LLC IlLC), PDOOVR Y FLOWER MOUND, TX 75028 511R may •GENS SERIES 420 SGD REINFORCED WITHOUT ADAPTER k• 0 5 R' 96" x 96" r FIN ELEVATION STkTE OF' DRAWN: DWG 110. - a. j '[ORyO?'••` REV s%9 oNAl1E L. 08 B NTS DATE 10/30/13 sOEET390F 10 1/2" MIN. EDGE DISTANCE 3/8" MIN WOOD FRAMING J y EMBEDMENT OR 2X BUCK BY OTHERS 1/4" MAX. SHIM 10 WOOD SPACE SCREW EXTERIOR INTERIOR 10 WOOD SCREW SILL TO BE SET IN A BED OF APPROVED SEALANT REVISIONS ' DESCRIPTION DATE I APPROVED 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 SHIM SPACE INTERIOR 1/2" MIN. EDGE DISTANCE4c foi- 10 WOOD -T-VL EXTERIORSCREW WOOD FRAMING WOOD FRAMING JAMB INSTALLATION DETAILOR2XBUCKOR2XBUCK BY OTHERS BY OTHERS WOOD FRAMING OR 2X BUCK INSTALLATION MIN. TENT v11N. tvut uiSTANCE 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 SIGNED: 1012312015 MI WI OOOLAKESIDARKD PDOOW Y LLC `\\\J\S 1R IILJ0q,///. FLOWERMOUND, TX 75028 = •GF J7 SERIES 420 SGD REINFORCED WITHOUT ADAPTER =1r• aaE 5 96" x 96" = a YG S FRAMEINSTALLATIONDETAILS 0 TOF DRAWN: DWG NO. REV a s GALE DATE O8 SOEE249 B X7S/ONAl.1EaX`. NTS10/30/13 4 OF 10 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 3/4" MIN. EDGE DISTANCE 1 /4" MAX. N r SHIM SPACE 10 SMS OR SELF DRILLING SCREW EXTERIOR I I I I I I I I INTERIOR 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 SILL TO BE SET IN A BED OF APPROVED SEALANT F-- 3/4" MI EDGE DIST/ I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS W REVISIONS REV DESCRIPTION DATE APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS OB/0.3/15 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 1012312015 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 1111111u//, S.R •:a41//// GEAlq SERIES 420 SGD REINFORCED WITHOUT ADAPTER p 51 = 96" x 9O a' FRAME INSTALLATION DETAILS DRAWN: DWG NO. REV V.L. 08-02249 B SCALE NTS DATE 10/30/13 SHE-55 OF 10 yq , TAT OFE ;it i/ 0'" FSs/aNAL\\\ 111111\0 2 1 /2" MIN. I _ EDGE DISTANCE II` n n - 1 1/4" MIN. a. EMBEDMENT CONCRETE/ MASONRY 1/4" MAX. BY OTHERS SHIM SPACE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR I I II I INTERIOR r SILL TO BE SET IN A BED OF APPROVED SEALANT 1 1/4" MIN. 4. EMBEDMENT a . Q REVISIONS ` DESCRIPTION DATE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 7L. 1 1/4" MIN. EMBEDMENT p' 1/4" MAX. 2 1 /2" .a SHIM SPACE MIN. s' EDGE DISTANCE a 3/16" TAPCON CONCRETE/MASONRY . BY OTHERS a .. OPTIONAL 1 X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 INTERIOR INI ill EXTERIOR 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 2 1/2" MIN. EDGE DISTANCE SIGNED: 1012312015 VERTICAL CROSS SECTION MI DOOyRS LLCCONCRETE/MASONRYINSTALLATION WI OOOLAKESIDDPAY J\ 11R11./// FLOWER MOUND, TX 75028 y •XGENSF P SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0151 * FRAME INSTALLATION DETAILS TAT rOF DRAWRi.cS 0 RI'D 08 B iisjdNAL1\ 0 SCALENTSDATE10/30/13 SO9 EET6OF10 1/2" MIN. EDGE DISTANCE WOOD FRAMING 1 3/8" MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1 /4" MAX. SHIM SPACE 10 WOOD SCREWS EXTERIOR U U INTERIOR 10 BE SET IN OF JVED SEALANT 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS MIN. VENT LIJUL VIJ IHIVI.0 VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 REVISIONS ` DESCRIPTION DATE APPROVED 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 SHIM SPACE T INTERIOR 1/2" MIN. EDGE DISTANCE f3 f'l wilIII Lw- E-2 - uEXTERIOR wooD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR 2X BUCK INSTALLA TION BY OTHERS SIGNED: 1012312015 MI WI LLC I IL OOOWS LAKESIDEDPDOOVRYFLOWERMOUND, TX 75028v 5`IR 0 GENS 9 i! SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" FLANGE INSTALLATION DETAILS a; STATE OF QR1 P• `'``\ SSI• • . - DRAWN: OWC N0. RdB V. L. 08-02249 aC9`` I NALIE`', SCALE NTSDATE10/30/13 SHE ET7 OF 10 3/4" MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 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 TORE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4" MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW L TO BE SET IN BED OF PROVED SEALANT T- 3/4" MI EDGE DIST/ L 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1 /A" 1AAV REVISIONS REV DESCRIPTION DATE I APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 1012312015 MI WIWS D LLC R LL O PDOOVRYOOOLAKESIDFLOWER MOUND, TX 75028Z. q, CENSF9s'% SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0 51 9T x 96" FLANGE INSTALLATION DETAILS DWG NO. REV l F Q R1Ctp • `\ QDRAWN: V. L. 08-02249 B SS C G i/ I1111110 , SCALENTSDATE10/30/13 SHEETS OF 10 2 1/2" MIN. EDGE DISTANCE 1 1/4" MIN. EMBEDMENT CONCRETE/ - MASONRY BY OTHERS OPTIONAL MAX. SPACESHIM 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON EXTERIOR II II II II INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 3/16" TAPCON REVISIONS ` DESCRIPTION DATE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. 1 1/4" MIN. EMBEDMENT v e. 1/4" MAX. a SHIM SPACE 2 1/2" MIN. ° EDGE DISTANCE 3/16" TAPCON CONCRETE/MASONRY DBYOTHERS ° s": a hm 1h a LJ 107 INTERIOR I,— EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETE/MASONRYINSTALLATION MASONRY/ TO BE PROPERLY CONCRETE SECURED BY OTHERS SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, A. 1 1/4" MIN. NOT SHOWN FOR CLARITY. EMBEDMENT 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE a ° DESIGNED IN ACCORDANCE WITH ASTM E2112 2 1/2" MIN. SIGNED: 1012312015 EDGE DISTANCE CTIONORY MI WINDOWS D LLC S R IIL0CONRCRECTE/MASOAL INSTALLATION OOLAKESIDE PARKWAY X qcP FLOWERMOUND, TX 75028 w•XGEN6 SERIES 420 SGD REINFORCED WITHOUT ADAPTER oy6 251 * Tx 96" roF FLANGEINSTALLATIONDETAILSy0p'• SCAT OF DRAWN: DWG NO. REV iOW1 i// Sj NA11 OSeaG\ cnEENTSDATE10/30/13 5H0E 990F 10 wuuu r"mm BY OTHEF 1 fv EMBE APPROb SEAU BEHIND 8 WOOD SCREW APPROVED SEALANT BEHIND FIN 8 WOOD SCREW 7/16" MY EDGE DISTAI, 1/4" MAX 7/16" MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION WOOD FRAMING BY OTHERS 1 /4" MAX. SHIM SPACE R IAITl7nInl7 TRIM REVISIONS REV DESCRIPTION DATE APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. 8 REVISED INSTALLATION DETAILS 08/03/15 R.L. 1 5/8" MIN. IEDGEDIST. e TRIM ° 1 1/4" MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE BY OTHERS 1X BUCK BY OTHERS, HOOK STRIP 1X BUCK TO BE PROPERLY SECURED aAPCOTAPCONEXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/ CONCRETE 1/ 2" MIN. EDGE DISTANCE METAL STRUCTURE 3/ 4., MIN. BY OTHERS EDGE DISTANCE TRIM 1 3/8" MIN. EMBEDMENT INTERIOR HOOK STRIP ' HOOK STRIP 10 WOOD SCREW 10 SELF DRILLING SCREW PANEL EXTERIOR PANEL INTERLOCK EXTERIOR INTERLOCK 2X BUCK/WOOD FRAMING METAL STRUCTURE III II III(JIII III III`IIIJI SIGNED: 1012312015 MI WINDOWSD LLC i IL pPDOONRSVERTICALCROSSSECTION1IoOoLAKESIDSlIRWOOD FRAMING OR 2X BUCK INSTALLATION FLOWER MOUND, TX 75028 J+v G F NSF: 9`I'/ FOR SILL INSTALLATION SEE SHEETS 4-9. SERIES 420 SGD REINFORCED WITHOUT ADAPTER tir• 0 5 k NOTES: 96" x 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, L NOTSHOWNFORCLARITYNAILFIN & HOOK INSTALLATION DETAILS V 7AT OF 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE oanwN: owc N0* REV WITH ASTM cC Q tpA • ti Rom. SSODESIGNEDINACCORDANCEE2112V.L. 08-02249 B N ONAt l/Ion SCALENTSDATE10/30/13 SHEET 10 OF 10 Florida Building Code Online Page 1 of 6 syj„ .v'J^ez`aL.x... [;.-• .,% ,.a,a-_,?w"5z.:e.'` 3'`<. i "r r.' r,s"'`.=d''.`.'".- <.s. ,«.p.: BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search d, bpr Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail 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 07 Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason, OH 45040 513) 770-6062 mwesterfield@clopay.com Authorized Signature Scott Hamilton 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 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 Equiv 20150319 - FBC - DASMA 108 eguiv.pdf FL15279 R4 Equiv 20150319 - FBC - DASMA 115 equiv.pdf Product Approval Method Method 1 Option A http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 QR... 9/7/2017 Florida Building Code Online Page 2 of 6 Date Submitted 03/19/2015 Date Validated 06/12/2015 Date Pending FBC Approval Date Approved 06/21/2015 Date Revised 08/10/2017 Summary of Products Go to Page = 0 FL # Model, Number or Name 15279.1 001 W3-09 DSIE-1A171: 2050, 2051, 2053, 4050, 4051, 4053, 62, 64, 65, 62G, 621-G, 64G, SDP38, SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-20 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). 10 0 Pagel/ 80 0 Description 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 29 ga. min.) Single -Car (up to 9'0" wide) WINDCODE® W3 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of inspection.pdf FL15279 R4 C CAC W3 Listing Intertek odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 101655-Revl2.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.2 002 W3-09 DSIE-1A471: GDSSP, 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 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 proof of inspiegtign.pdf FLlS279 R4 C CAC W3 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 103952-RevOl.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: 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 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-20 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). 15279.4 004 W3-16 DSIE-1A171: 2050, 2051, 2053, 4050, 4051, 4053, 62, 64, 65, 62G, 62LG, 64G, SDP38, SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 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 proof ot. iD3pection.pdf FL15279 R4 C CAC W3 Listing Intertek.pdf Quality Assurance Contract Expiration Date OS/21/2028 Installation Instructions FL15279 R4 II 104175-RevOl.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 29 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODE@ W3 Garage Door Certification Agency Certificate FL15279_R4._C CAC Letter with _roof._of contract and...proof of inspection.Ddf FL1S279 R4 C CAC W3 Listina Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 101820-Revl3.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: http://vA,vi,A,.floridabuildinc,.org/pr/pr_app_dtl.aspx?param=wGEVXQNA tDgv3yVVKJZ 1 QR... 9/7/2017 Florida Building Code Online Page 3 of 6 Evaluation Reports Created by Independent Third Party: 15279.5 005 W3-16 DSIE-1A471: GD1SP, Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated GR1SP, GD11-P, GR1LP, AR1SP, EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) AR1LP, ED1SP, ED1LP, 4132, 2132, Double -Car (9'2" up to 16'0" wide) WINDCODE@ 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 windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of inspection.odf FL15279 R4 C CAC W3 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 104028-Rev0l.odf 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, 9131, 9133, HDP13, HDPF13, HDPL13, 7130, 7131, 7133, 8130, 8131, 8133 Double -skin Insulated PUR (exterior skin 27 ga, min.; interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODES W3 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS279 R4 C CAC Letter with proof of contract and proof of insoection.pdfApprovedforuse.outside HVHZ: Yes Impact Resistant: N/A FL15279 R4 C CAC W3 Listing Intertek.pdf Design Pressure: +20 PSF/-21 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R4 II 104168-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: 15279.7 007 W3-16 PAN-21`153: 73, 1500, Steel Pan (min. 25 ga.) Double -Car (92" to 16'0" wide) 75, 190, 84A, 94, 42, 48, 55, 42B, WINDCODE@ W3 Garage Door 48B, 55S, 4RST, 6RST, 4RSF, 6RSF 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.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 II 101308-Rev12: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: 15279.8 008 W4-09 DSIE-11`171: 4300, 4301, 4310, 4400, 4401, HOG, HDGL, HDGF, 66, 66G, 67, 67G, 66, SP200, SF200, SE200, 6200, 6201, 6203 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE@ W4 Garage Door 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: No FL15279 R4 C CAC W4 Listing Intertek.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 101652-B-Revll.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: 15279.9 009 W4-09 DSIE-11`471: GD2SP, GR2SP, GD2LP, GR21_P, 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.) Single - Car (up to 9'0" wide) WINDCODEa 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 Approved for use outside HVHZ: Yes of inspectionpdf Impact Resistant: No FL15279 R4 C CAC W4 Listing Intertek.pdf Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date http://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQMDgv.yVVKJZ 1 QR... 9/7/2017 Florida Building Code Online Page 4 of 6 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 103969-B-Rev02.pdf windborne debris regions. Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.10 010 W4-09 DSIU-1F171: 9200, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9201, 9203, HDP20, HDPF20, interior skin 27 ga. min.) Single -Car (up to 9'0" wide) HDPL20, 7200, 7201, 7203, 8200, WINDCODE@ W4 Garage Door 8201, 8203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.11 011 W4-09 DSIUO-1K479: Canyon Ridge/Brookstone Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of inspection.pdf FL15279 R4 C CAC W4 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 104183-Rey0l.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double Skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27ga. min.) with Overlay Single -Car (up to 9'0" wide) WINDCODE@ W4 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with roof of contract and_proof of inspection.Ddf FL15279 R4 C CAC W4 Listina Intertek.Ddf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 104456-Rev0l.Ddf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.12 012 W4-09 PAN-21`151: 73, 1500, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 75, 190, 84A, 94, 76, 42, 48, 55, WINDCODEO W4 Garage Door 42B, 48B, 55S, 4RST, 6RST, 4RSF, 6RSF, 2RST, GD5S, GD5SV, GR5S, GRSSV, AR5S, AR5SV, ED5S, ED5SV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25 PSF/-32 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of inspection.pdf FL15279 R4 C CAC W4 Listino Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 300159-B-Rev16.odf 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) WINDCODEO 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.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL15279 R4 C_CAC W4 Listing_Intertekdf 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-RevOS.pdf windborne debris regions. Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.14 http://www.florldabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ"Dgv3yVVKJZ 1 QR... 9/7/2017 Florida Building Code Online Page 5 of 6 014 W4-09 SPO-21`449: Grand Harbor, Stone Manor 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-11`171: 4300, 4301, 4310, 4400, 4401, HOG, HDGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.5 PSF/-25.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. Steel Pan (min. 24 ga.) with Overlay Single -Car (up to 9'0"wide) WINDCODE@ W4 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof ofinspection.pdf FL15279 R4 C CAC W4 Listina Intertek.oddf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 103549-Rev06,pdf 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 (97' to 16'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of inspeon_pdf FL15279 R4 C CAC W4 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 101481-B-Revl3.odf 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, GD21_P, 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) 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 inspection.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL15279 R4 C CAC W4 Listino 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 FLIS279 R4 II 104029-B-Rev03.pdf 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-11`479: Coach m a n/Settle rs/Affi n ity Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-25 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.18 018 W4-16 DSIU-11`171: 9200, 9201, 9203, HDP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, 8201, 8203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes - Impact Resistant: N/A Design Pressure: +25.5 PSF/-25.5 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES Double Skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27ga. min.) with Overlay Double -Car (up to 16'0" wide) WINDCODE@ W4 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of inspection.pdf FL15279_.,R4 C CAC W4 Listing_ InterteL.P-(Lf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 103046-Rev07.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double -skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODEO W4 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of inspection.odf FLl5279_R4 C CAC W4 Listinn_ Intertekndf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 104169-Rev0l pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv-yVVKJZ1 QR... 9/7/2017 Florida Building Code Online Page 6 of 6 comply with the impact resistant requirement for windborne Evaluation Reports debris regions (ref 1609.1.4 FBC). I Created by Independent Third Party: 15279.19 019 W4-16 DSIUO-1K479: Canyon Ridge/Brookstone 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 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.pdf 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 II 104457-Rev02.1)df 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: 15279.20 020 W4-16 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, WINDCODE@ W4 Garage Door 4RST, 6RST, 4RSF, 6RSF, GD5S, GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV 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.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL15279 R4 C CAC W4 Listing Intertek.odf Design Pressure: +24 PSF/-24.5 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 II 101711-B-Revl5.pdf windborne debris regions. Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Go to Page 0 id Pagel / 8 Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The state of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487. 1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: gin` WA h9 M Crib: Card Safe http://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQMDgv-y V VK.TZ I QR... 9/7/2017 R - MODEL 4P IS PLUSH CARRIAGE HDISE' RAISED PANEL EIOOSS DOMM MODEis E5 OA 25 GA D15 CLDPAY GW3, I DDSSV, YW.L-M, WJS 05SV H wsARTISTRY' AR55 ARSSV mFx FOSS DSSVCARRIAGEIWSE' DOOR (EIGHT SEDTIQIS I! -BARS Dmi"vrmCF RVIMIIEDESLRR7IDNOO TD IGH 4 4 qI! SHEET 1 OF Z O11/30/07 ADDED ExTENDED REIGNS, COMBINED CLOPAY, HOUAES, ARD REAL 10 OB/08 08 ADDED M/N 42B. 488. 55S 12' a' 4'N 1f 10/2f/M I AIxIPD M/N AF A NITIBIDOMTrXrWWTE SRSS (SEE TTAANI EgRI QTY). T Ad Y Q MO*.%) OPTIONAL GLAZING MAY BE STANDARD OR IMPACT RESISTANT GLAZING. SEE SECTION B-B FOR DETAILS. MAX. STANDARD SIZE IS 42-1/2'06". IMPACT RESISTANT GLAZING IS 21-5/8'x14-1/8". I I 00EBOTR)YSECRGN sET:IaM. E1c.) f 1 / 40 * MN. ORI S M ATTA04D TO DGOR 91(NYAIHPAR7DcT00-L-LOC ST51O1 b 0 - TIOP, BO11DN t CFlOER). 1 _m 1 C YE1P ' C• W Ml o io'L vy m > y l( nwcqxrG eea. Print 9 TAO POM IDOIOIa IINn / os= orm0. mLKmmmiol R° Ear avaeeo a 1N°' SHIP LAP JOINTS.- 4 01 Ffw 11L W05 -- A OPGKIHIL ODISEIE MEYFD IDQG P09fpN IIAz. DOOR R1On1 - 1e•-o' C ASW SHORT PNSED-PANEL 94OWN. •COMME HOUSE Fl I`/AIYIILt SHORT A/ IYD-PNA 6 ALSO IPFpO.FD. cEIK If DENSITY POLYSTYRENE FOAM INSULATION 1-5/ 18" THICK WITH VINYL HA)RCELL — 4'.s/ 4• sEly BACKER (INSULATED MODELS ONLY) a I3N1110 SCREWS a 25 CA MIN. GALV. STEEL SKIN WITH A BAKED -ON PRIMER, 14 of on - AND A BAKED -ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. SEE SHEET TWO FOR IMPACT RESISTANT CONSTRUCTION DETAIL "A" AND STANDARD CONSTRUCT DETAIL "B"; TRACK AND JAMB DETAILS. 1w tA1wY a msA ESIGN ENGINEER: NARK WESTERFIELD, P. TARIDA P. E. W4H5, 4C P. E. 023532, rDUS P. E. /915V Txe aaaa IEEn aR Ezc1m3 IRE DEaDN Inm Edl TIE ULTnM1E W o SPFI]lt IEim eFld Aceorm a 10 IRE nOreOS Nnma mDE aR IIE HRJ 4ax1P1 INDPN tooE (V1D al AxE7-Ia) raR TIE EaUOMOIa OdNlld4 I) OATf3D BUEDa10, Z) DOOR Hl1 2' 6 WDIH M AALR107 OD LONE J) ANT ROp ! lCiC AID Q TL51Na N ACNIm,IR£ NN N9R IDLSIIF-tA C GVLLIIOENS Y A gYtlm OE9W PMfF1,1,Dlll•L WY OPTN1. SPEm flRa N2 Is4 Ib NO L'A EJ09S uTEmlr C. 0 C, C C MEN( Nli NEfdI l'Y IY d 1' 3P' SECTION A - A (SIDE VIEW) 3' TALL U-BAR 20 GA. GALV. STEEL MIN. YEILD STRENGTH: 50 KSI 2" THICK L I 3" 12 GA. GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W (4) III SCR S8" SHEET METAL 14 CA GALV. ROLLER HINGE EACH HINGE FASTENED TO END STILES WITH ( 4) #14x5/8* SHEET METAL SCREWS AND (4) 1/4' x3/4" SELF TAPPING SCREWS. SEE VIEW 'B". 3" TALL x 20 GA GALV. STEEL U-BARS IN A 2- 1-2-1 PATTERN (I.E. TWO U-BARS ON BOTTOM SECTION, ONE U-BAR ON NEXT SECTION, ETC.). EACH U-BAR ATTACHED WITH 2 1 4'xJ 4' SELF TAPPING SCREWS PER STILE LOCATION. 13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED WITH ( 2) i14x5/8" SHEET METAL SCREWS. CI®pY MPG: PAN- 2F153 J DATE, 1 /3/97 nEsc Building Products BMAASON,UON KE 4SO4oDRAY' BY. JAC Company (513) 770-4800 CHECKED B7, R CIopay Corpo. U. AO MghtR R 1Mry d. MWW iJ P,MR( OWAA L T52779 DESIGN LOADS: + 24.0 PSF 8: -24.5 PSFI do TESTLOADS: +36.0 PSF -37.0 PSF IATDG MAX. DMR SIZE, r 16' 0"W X 16'O"H CLASSIC AND CH RP STEEL PAN DOUBLE -CAR, 16'W +24/-24.5 PSF G NUMBER, VEIn 101711 IBC W - KERNEL. 4F IS PLUSH CARRIAGE HOUSE' RAISED PANEL EI®OSS ODORS IN s n DA N"3 DA ws CLOPAY OpSS, GOSSV, A.LFRY' I:tSS lBt3SV SRI, ARTISTRY' MSS MSSV SE' CARRIAGE HOUSE' EDSS EBISV SI I — I Oars 1ETI9RT SE,, w W w U-IARS uw ATTAC VENT EIMOD NMYE BL: nNGS} LP TO 71B 4 6 3/e13' LM SCREWS ON 24A GEN. ERRS, 1-1/I' O.D. WASHER REOURREB. LAG 747 TO 6'9' S B SCREWS W7 BE COUNRiSUNK (BUT NOT REQUIRED) TO PRONOE A FLUSH 910' TO 1016' 6 9 MOUNTING, SURFACE HORIZONTAL IAMBS 00 NOT TRARSFFA LOAD. IO9' TIT I213' 7 D 12'6' TO 141' 11'3' TO IY9' B9 1214 3/6•U' SLEEVE ANCHOR ON 20' CENTERS (2.000 PST MN. CONCRETE). 1610' 10 IS NETS INCLUDED WITH SLEEVE ANCHORS. WK SECTIM MIOIn BL 1/4'0' TMLYN SCREWS ON 17• CENTERS (2.000 PSI MN. CONMEIE) OR 0- COnFAS (C-90 EIDCK), 1• D.O. WASHERS RECRIMED WITH TARCONS. ANCHORS MAY BE COWTIERABM (BUT NOT REOQRED) 10 PROVIDE A FLUSH MTNTNG RWBAOE HORZONTA. 1W84 DD NOT 1lLWSiEW LOAD. REFER TO OA9M TDS-1e1. A MENSED DESIGN PRGEESSIGNNA. WY ALA BE EBNDYEB TO MPHO.E A1FR1MiE PAS1wOb AO/OR IAMB NIWIGIIMTIOIS. 17EPARAIgN M .MARE BY D TIOM STOP MGIADNG BE DOOR NSTAlER DO STAG . 24 YEUDW NNE LAMB ` 20 dl MN. OILY STEEL— m1E 20 GA, W.V. STEEL INTER. STILE SHEET 2 OF 2 i e 1 NN DINE a/10-m-1/B• WET \ 11 " 1 11RBIIOO fDAMWHIR DPERif4LTt ` 7 16• L0. ROUND PIs1BAD WDN (4 ENED T SOLESHEET IMPACT RESISTANT ASSEMBLY DETAILS EG& GAL (ONEOL PER PULLER) ETA wS 2' OA.V. Y STI TRACK FASTENED 70 14 G TO 00 STILESHINGE.EWITHEACH 1NNOEDRAWING1O1711 -A 12 GA, aay.ApBlrtmu mrcN NvcNEn. 014.5 ro wD mL3 RE (a) yBOV TRACK CO OPENINGNma+E /4".6/e ears a Mn9 1/iti%i• sE ii TA rrro SOROS. WS AM (4) ABOVE THE DOOR OPENING 1. SECTION B-B (IMPACT -RESISTANT GLAZING OPTION) on TTRG 1/4• DU AA4!Ti DOES NOT AFFECT THE WIND LOAD RATING OF THIS DOOR. GETAE 7Y 2' EL R 9NORTT 9IFN ]TENT ROLLF1i WITH HP02DWAL TRACK SUPPORT BYsImORNnnNWIRE pMeADpy oodt INSTAIFA DD suTO srnDN c-D e• TAu DDaE AND uxDER OPTIONAL DEO RATWE ED— MNTPUB'D9E HIGH BIRD TAPE Mw-IN NSBB. DrNRN TRME AND FA—Q. 01R TOP BRACKET pUARAIM FIaR FA. MM THE DESIGN OF THE SIPPORING STRUCRALLL ELEMENTS SMALL BE THE 13 G CAV. STEEL PUG BN4CNET. RESPONSIBILITY OF THE OF RECORD FOR THE RXDM ON H wow DOUBLE HORIZONTAL STRUCTURE AA IN ACCORDANCE WITH OJRpwT BUILDING CDOEB FOR THE LADS ( E] LAO9CR 5 TRACK r LISTED ON THE DMWM, WW SLOGRE SEALANT BERM STEEL SIGN AND MMQ. IMPACT RESISTANT DOUBLE TRACK GNE-RHZ NIfT:110N PDI.YSIY RETAINER FATEREB TG "NAME WITH HEM) 1DW HEADROOM OPTION NZ< TRAMDo) R . 3/a• INN INPD 1Pf1ME SCtEWl. S 2' CALKmic K T9C1069•. AeD• _ 1. IMPACT -RESISTANT CONSTRUCTION: 504D DODIIe ((NO OLIL I - WITH OPTIONALIOAL WPACT- FRONT FTVJIE O AM TYP. RACK B 12 ET GER IDEEFL TRACIt BPM(ET. IYPACf-R65UNf. OPII ( 4) 1PACIL BIIgEEE PER SIDE GIADNG IS GE LEKAM SIM432T. M APPROVED CC2 NABTTC N ACCORDANCE WITH NOTE: DdIHE 1RALN LDW W 4 ASiIBC/FTIIEAN 26D6. DOOR ASSEMMY INSTALLED N COMPLIANCE WRIT THE SECTION MEETS THE 3• TRACK Aw—r AS WIND LOAD RECUIREMENTS OF THE FLORIDA MUM CODE AND INTERNATIONAL BUILDING CODE AND MEETS THE IMPACT -RESISTANT REDUIREMEMS CRW. CHAPTER II FTIC/00). STANDARD ASSEMBLY DETAILS DRAWING 1 01 71 1 -B SECTION B-B (NON -IMPACT RESISTANT GLAZING OPTION) FRONT FRAME WITH U.V. COA71NO ON OUTSIDE SURFACE NOTE THAT FRONT FRAME IS NARROWER THAN IMPACT -RESISTANT FRAME J GIA7N0 MIXDFD INSIDE J/ UTE MAHER 80/4' PM HEAD SCREW. STANDARD ASSEMBLY CONSTRUCTION: OPnONAL SSB. OSB OR 1/e• ICHeIC LIES AVAA B OPTIONAL ACRWIC OL1Z S PIASKTITE On, OR UICRE CP APPROVED OC2 PLASTIC N ACCORDANCE WITH IBC/MC 2SO6. NNE ENTIRE DOOR ASSEMBLY NSTAIID IN COMPLIANCE WITH THE SECTION MEETS THE WIND LOAD REOLREMENR OF THE FLORIDA BUILDING CODE OR INTERNATIONAL WILDING CODE Art 2WS-Ml MEET THE IMPACT RESISTANT REOUREMENT FOR WINDSORNE DEBRIS REGIONS REF. CHAPTER 16 FBC/MC). Wn A 1RAe M NGWaA LORIDA P.E. C P.E. /23 DKAS P.E. I DOORS PAIL W TALL CI®Y MPG: PAN-2F153 DATE ,/ 3/97 8585 DUKE BLVD. DFIAVN By, Building Products MASON, ON 45040 ,LAC ORI On (513) 770-4800 CHECKED B7- CIGPWY CerPa Om AN RIaWm Rm—d. MWW PRODUC T APPROWAL 152790 MN. MM FOR DOORS OAR 12'- 0• ARCH, TRACK CTNTGUMnW SHALL NOT EXCEED MATOMW SPACING PROVIDED. 0ONSULT FACIORA FOR MORE DETAIL F ROD. DESIGN LOADS: +24.0 PSF h -24.5 PSF TEST LOADS: +36.0 PSF A: -37.0 PSF W 4 I 16.0-W x 16.0"H DESCRIPTIOM CLASSIC AND CH RP STEEL PAN DOUBLE - CAR, 16'W +24/-24.5 PSF 1NTAVINO NUnRiRI VEIN B 101711 IBC Florida Building Code Online Page 1 of') t-•,—"'s2zx 2','RT-•''-s- fF Y " F Z. BCIS Home Log In User Registration Hot Topics Submit Surcharge ; Stats & Facts Publications FBC Staff ; BCIS Site Map Links Search l lu Lor%- r Product Approval USER: Public User Product Approval Menu > Product or ADDlication Search > Application List > Application Detail a FL # FL17499-R1 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved N MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE Validation Checklist - Hardcopy Received Standard AAMA 506 AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 07/19/2016 08/05/2016 08/05/2016 Year 2008 2008 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6BP... 9/7/2017 Florida Building Code Online Page 2 of 3 Summary of Products FL # Model, Number or Name Description 17499.1 185 SH 52x72 Fin/Flange Frame IG/SG Impact Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R1 C CAC MI Windows - 185 SH (Fin) Impact L2]pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes FL17499 R1 C CAC MI Windows - 185 SH (Fin) Impact 3).pdfDesignPressure: +55/-55 Other: R-PG55, Missile Level D, Wind Zone 3. Glass to be FL17499 R1 C CAC MI Windows - 185 SH (Flange) Impact j2:pdfbeddedinPecora896sealant. FL17499 R1 C CAC MI Windows - 185 SH (Flange) Impact 5).pdf Quality Assurance Contract Expiration Date 10/10/2018 Installation Instructions FL17499 R1 II 08-02544A.pdf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513320A.pdf Created by Independent Third Party: Yes 17499.2 185 SH 52x84 Fin/Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R1 C CAC APC(13362)E1725.01-109-47-RO 185 SH(FLG waiver)5-8IG 1-8A 52 1-8X84 R60(100918).DdfApprovedforuseoutsideHVHZ: Yes FL17499 R1 C CAC MI Windows - 185 SHFin 10.pdf ImpactResistant: No FL17499 R1 C CAC MI Windows - 185 SH (Fin) (9).ndf DesignPressure: +60/-60 FL17499 R1 C CAC MI Windows - 185 SH (Flange) (9).pdf Other: R-PG55 Quality Assurance Contract Expiration Date 10/ 09/2018 Installation Instructions FL17499 R1 II 08-02546A.pdf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513322A.pdf Created by Independent Third Party: Yes 17499. 3 185 SH 36x84 Fin/Flange Frame IG/SG Impact Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R1 C CAC MI Windows - 185 SH (Fin) Impact 4). pdf ApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes FL17499 R1 C CAC MI Windows _185 SH (Fin Impact15,_ Done. pdf DesignPressure: +55/-55 Other: R-PG55*, Missile Level D, Wind Zone 3. Glass to be FL17499 R1 C CAC MI Windows - 185 SH (Flange) Impact 3 df beddedinPecora896sealant. FL17499 R1 C CAC MI Windows - 185 SH (Flange) Impact 4). pdf Quality Assurance Contract Expiration Date 10/ 17/2018 Installation Instructions FL17499 R1 II 08-02545A.odf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513321A.pdf Created by Independent Third Party: Yes 17499. 4 185 SH 5202 Fin/Flange Frame IG/SG Single Hung Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R1 C CAC APC(13361)E1726,01-109-47-RO 185 SH( FLG waiver).pdf ApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL17499 R1 C CAC MI Windows - 185 SH (Fin) (11).pdf FL17499 R1 C CAC MI Windows - 185 SH.Fin_L12 . df DesignPressure: +60/-60 FL17499 R1 C CAC MI Windows - 185 SH (Flange) Other: R-PG60 10 . df Quality Assurance Contract Expiration Date 10/ 08/2018 Installation Instructions FL17499 R1 II 08-02549A.pdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1-.AE.513327A.pdf Created by Independent Third Party: Yes 17499. 5 1185 SH 136x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass http:// www.floridabuilding.orc,/pr/pr_app_dtl.aspx?param=wGEVXQ A tDgtCUGgvjQiz6BP... 9/7/2017 Florida Building Code Online Page 3 of 3 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R1 C CAC APC(13363)E1729 01-109-47-R0 185 SH (FLG waiver).DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL17499 R1 C CAC MI Windows - 185 SH (Fin) (13).Ddf FL17499 R:L L CAC MI Windows=185 SHLFi,in 4),pdfDesignPressure: +60/-60 Other: R-PG60* FL17499 R1 C CAC MI Windows - 185 SH (Flanoe) 11 df Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 R1 II 08-02550A.Ddf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513328A.Ddf Created by Independent Third Party: Yes 17499.E 185 Triple SH 111x72 Fin Frame IG/SG Single Hung 110x72 Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R1 C CAC MI Windows - 185 SH Triple (Fin) L31_pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL17499 R1 C CAC MI Windows - 185 SH Triple (Fin) 4).DdfDesignPressure: +50/-50 Other: R-PG50* FL17499 R1 C CAC MI Windows - 185 SH TriDle (Flange) Lap f FL17499 R1 C CAC MI Windows - 185 SH Triple (Flange) 4).pdf Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions FL17499 R1 II 08-02548A.Ddf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513324A,pdf Created by Independent Third Party: Yes 17499.7 185 Twin SH 106x72 Fin Frame IG/SG Single Hung 105x72 Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R1 C CAC MI Windows - 185 SH Twin (Fin) L31.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL17499 R1 C CAC MI Windows - 185 SH Twin (Fin) 4 . )dfDesignPressure: +45/-45 Other: R-PG45 FL17499 R1 C CAC MI Windows - 185 SH Twin Fla.n991). 3).Ddf FL17499 R1 C CAC MI Windows - 185 SH Twin (Flange) 4).Ddf Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions FL17499 R1_,.II 08=02547Apdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513323A.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovrioht 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: _ C re ;mot. Ca d safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6BP... 9/7/2017 NuM': V RE PROMICT SHQWJ HERON IS DEVIVAD AND I/MaKKAM TO CONRY MW THE F!,)iZJIIA BUILUII,K3 (;O,; - , - II ULING WE HVHZ, IJA-,fNIR'f ,-,,'PEI,JlN,, TO EE AND JCH0RPF,' TO PROPER,-".' T-",NSFEF' All LOAV> TO PWvING ANP M,,,-,NRY i,= THE N- I -IL -'P LN,",INEER ,. PECOP D, IX Bf.Ck' DVFR IF, O"ITIOHAi_ A, lvlfllF'--l"-' r)R FUt^K is T Lm4 VJININ)IN IflliTS IA(j.'-3T BE MUDRIT lloom! LIE FIMIA"'i A"(CORCIANJU Milk M,'MUFACRjf,'fJ-,'S PI-11-33LI,";11[r) NSTRJKTIMi,. AN ORS 5102 BE SKURTLN FASTEKID RRECTLY INTO ONCRP, I)F, OfHER SiHIJICTUP'.L SLIBSIRAIL I,,IAIERIAL. 1 Mum WOO Owl, lfllcxri-'S IS 1 -1,/L" ON CRCAILR. UIXX ?IALL BE I7C'-i1-,1LY It'), CCNGRETF OR 04TR VvINDC"ll", UNIM, t,,lA'( RE N&TORED THROUGH F-..AMF, TO 'v;0t.;r) BUICK IN ACCORDANCE VIT- FdA RE I, AIDUSHC) IN I,.LLAPON MEW ix BUICK IS NOT USED ASSNIVIR l,'-IERIALS IiJSI !BE SEPARA)EC, VVHli APPI17',"I , L. CUM& OR IKANW. 54-EIVION Cl COATIVIG OR MEVIBRANIT G THE Ill.- OF ENGINEER. Cl: RECORD. A BUCKS SHAI. EVENT) BEYOND WINDOW INTERIM SO' Ti`,J FULL FRAVIE SIJP'ORT IS PROVIDED. 1 mil nm INSVIATION SWM AS HEMN OR I'llak IN ;TA SOON SOM AS RE -.!:RED AT FA(Al ANl.-,!F)R MTH t-)AF; PFARING ,HI:.,:. WHERE SPOE OF !PC" OR GREATER OCURa MAMAJ11,1 qJ---TVYARLF SILId ,TAI_Z 70 BE 1/4". A TWA AWT BE LWOW, AFAND MD MADE HWM MAINW-S AM 11-TUNESS MMM Df SUFJA1111! 1441`1`1 ..-'-)AI)S. VINP DU- ,A` IC:N (-'d=l.,',. VVA'S (JEr) F. V.100[) AN -HOP it FRAXIE k5MMAI' WMEnED RGD PW 12, UHill-', tIjSl LIE GLAMD PER AXIS 71300V, HE ICU 14 CC. MR GUM DUVMS. 15. APIP) VED 1,11PAT PROF TSILM 140TR FOR THIS ROD Cl IlNEBURIT DUIRIS ROO&- I H,'+', ANCHC)PIN.1 ` IN IN1,D WOOD . RAHU-4 OR 2X' SUCi< [-!,'-E "kOoL) Sc'RL"NS LATH SURCENT LENGTHTO kYWE A 1 10 MIMMI-fvi ENIPEDIAN"WO SMSTRAM ArNf,',!IOl,.S A-,' SHOViT, IN ANk, INSTALLADC)N )FIAILS. 084 O OPTENTS HLET H E U NO. C- ES C R'l — 10PJ1Nam", 2 4 ELEVAI ON', 5 13 IN TA UTI, DETAILS 14 1 tY)t,! PONFKIT' REVISEP ANC.HQR SPACING 6 CHARTS 07/1 1/20 1 61 R.I., e 15. OR AV:AlClRV,I(, THROUGH JRAIlE Nio ,,(xx') I:i""'M)i%'(.' or'c 2. 1",E 4il.") ;'."oox) SMMS WITH SUNICIENT LENGTH TO A(,HE',/F. A 11 l.',:lldi.W OA[3PLW.-NT INT0, IJEIL;F: -,AIE- LOCAT 4010% AS SHOWN IN EaMIMNS Ml) INTAUTIM DUM-S. AN.,HOP'I.N(i TPAf,!E Ni) USE 3/ 16" MPANS WITH SIVY(WOR LEWD! TO NAME A I 1p" WN$1. iAl [klEIObMLNT i;%TO WITH -2 1/2" LUIUE DIS—NCE. [f)CAIL ANGIIOF AS SHOWN N ELEVAiiI)INS AND DEIAILS. 17. FOR ANCWjRl-'P HlRaSH FRAME INTO MMAL STIVIXTIAX USE # 10 sms OR SM DMIlING SIGREVJS 'NTH SUFTIVIT LINGTH TO 3 THIRFAJs DF(OND SDRL NCIP0 RE INI.,-KIOR 'NALL. 0 AS SHOViLl IN - VAHONS ANDNSIA.-LAMON ALI. F'S7NFRS TO 97 P17ASTAI'NT. N,:JALIAIION ','11ALL Bf: N.'--'IALLI..D IN ACCOROANcl- WI T. 1 AN('. I I `) T' VANUACTURMS M04MWN nSWIMMMS KID AINIVIRS SIM NOH IN Ual) IN RMSMATITS SAW STRAGIS LOS THAN WE MjNITl.l.jM STRF. NGTH SPF,-iFlFf, 9FI OV.": A. WOOD: Wil"M SAME GRAWT 011 B III IMLIHIA """) MIs"-"JVl-- STRFNGIII N 2"0"),01 PSI, MLLOWIVID BLOCK PLR ASII.A c9c, MWi Frrl=.f':'0Q0pSI D. STrlJ(, WR[: STEEi.. KA (.048") Fl-,3,lKSI/'Flj=52K5! OR All.PvTNUM 60163 T5 FIJ 3LIKS! .048" WI(X tAIlW),JI,,I SIGNED: 0711212016 4DOr)RS WINDOWS ANDMARKET qQ 0 /j/ Q 650 WI ET STREET GRATZ, PA170300 { 7 E Ng' ZOFSERIES185ALUMINUMSINGLE HMG WINDOW 52"X84" NON-IMPACT NOTES TtAfE jo. N. G. 08-02546 ONAL V' NTS 12/09/ 14 1 OF 14 2" MAX HIAMI. MAY, RFC; CITF 6 2" MAX A PJ--VlFZC,-) A114C.1-1-DR SFACINC,', CIAART7 j)7/1 1/2(j 1 F1 Ri_ MXXMAXM AX Cl. C. Q CHART # 1 UNITS INSTALLED WITHOUT FI.L.,LE,RS- N. mbr—f.nch-localhm. .q.1r.d M. AX Frame Width (in) Frame 24. 00 30.00 36.00 1 42.00 48.00 52.00 lisigbt ( in) Head Janit, Head Jamb Head IJamb He!d Jamb Head IJamb Head Jamb Head Jamb 3 3 3 24. 00 2 1 3 3 3 3 3 3 3 4 3 4 3 4 1 3 IJA 30.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 VAX 4X 36.00 2 3 3 1 3 3 3 3 4 3 4 3 4 3 3 4_ 4 i42.00 2 4 3 F4 3 4 4 4 4 4 4 48. 00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 I E H 5 4 54.00 2 5 3 5 3 5 3 5 4 5 4 5 5 5 60,00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 3 1 4 1 66.00 2 5 i 6 4 4 72.00 2 6 3 3 6 6 6 4 6 78. 00 2 6 3 6 3 6 8400 2 6 3 6 3 1 6 1 3 1 6 1 4 1 6 1 4 1 7 5 1 7 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FLANGE 9 FINLESS INSTALLATION FLANGE& FINLESS INSTALLATION WITHOUT FILLERS WITHOUT FILLERS SEE CHART #1 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART #f FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING 60. OPSF NONE SIGNED: 0711212016 V1 WINDOWS AND DOORS 0\11111111/'l 1R. AIfi, 650 WESI MARKLT SIREET to i HX'! M SAS11 '51,';;.. GRATZ, PA 17030-0370 JA'X. iA1.N` D1.0 i 47 X i/2'7. 14X,W 1,4 P:Y,[Cl ..I Cl i X 45". SERIES 185 ALUM114UM SIN, GLE HUNG WINDOW 52"X84" NON IMPACT 04 F FLANGE FINLESSELEVATIONS14T'R AT HARDWARESCHEDULE Qw N. G, 08-0254 ll"I- 6 IA. 1( 2) METAL SWEEP LOCK AT 8" FROM EACH END INTERIOR MEETING RAILI . 7 /ON A,' IB. 1( 2) BLOCK AND TACKLE BALANCE ATJAMBS ISCAIX NTS jr.)A- 12/09/14 1 " :2 OF 14 11/11111i0\ 2' HIA<.. Fevsr,ru; ` DE Sf. R;F4CO14 C,AIF a?"ROVrD AWCs HOP. ,P,ADNC. & CHARTS 07/1+.,>'2016 R.C.. O j CHART #2 UNITS INSTALLED WITH FILLERS Number of anchor locations required Fram a Frame Width (I.) Height (In) 18.00 24.00 30.00 36.00 42.00 48.00 51.00 Head I Jamb Head I Jamb Head Jamb Head Jamb Head Jamb Head Jamb Head Ja rnb i iX 24.00 2 1 3 3 1 3 3 3 3 3 4 3 4 3 4 3 30.00 2 1 3 3 3 3 3 3 3 4 3 4 3 4 3 36.00 2 1 3 3 3 3 3 3 3 4 3 4 3 4 3 42.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 00 2 3 3 4 3 4 A 4 4 4 4 4 5454.00 2 5 3 5 3 5 3 5 4 4 4 5 60.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 66,00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 72.00 2 6 3 6 3. 6 3 6 4 6 4 6 4 6 76.00 2 6 3 6 3 6. 3 6 4 6 4 6 4 6 84.00 2 6 3 1 6 1 3 1 6 3 16 4 6 4 6 4 6 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW VIEXTERIOREW DESIGNER EXTERIOR VIEW FLANGE& FINLESS INSTALLATION FLANGE& FINLESS INSTALLATION WITH FILLERS WITH FILLERS SEE CHART #2 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART #2 FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING 60.OPSF NONE. I i 1 I::t lii L ti^Sll D.L 0.. l /2" Mi'X iAUKA y:..Er) J.I_ C.T. r. 4E' HARDWARE SCHEDULE SWEEP LOCK AT 8" F-ROM EACH END INTERIOR AND TACKLE BA LAN CEATJAMBS UI WINDOWS AND DOORS 650 WEST MARE I l SWEET GRAT"Z, PA 17030 0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" 84" NON IrAPACT FLANGE & FINLESS ELEVATIONS N.G. 08-02546 CAl y: NTS JDAII121/09/14 OF 14 SIGNED: 0711212016 MAX. FRAME 1„ MAX O.C. DF.SC. RIPT:CH DATE A rROyE[c MAX Prrid?ED rANCHOR SPACING ht CHAR-5, 2 ;. l?/J1;2016 r.l... I X i JC li MAX 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FIN INSTALLATION FIN INSTALLATION SEE CHART #3 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART #3 FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING 60.OPSF NONE 1A> I Lf =A I I L: a is Z Mt t 0 ;A S I i_ 4.. Y Y 2 1/ 2'. HARDWARE SCHEDULE 2) METAL SWEEP LOCK AT 8" FROM EACH END INTERIOR 2) BLOCK AND TACKLE BALANCE AT J AMBS L CHART #3 Number of anchor locations required Frame Frame Width (In) Height (in) H6S le Jamb 24.00 I H & S Jamb 30.00 HBS Jamb 1 36.00 H & S Jamb 42.00 H & S Jamb 1 48.00 H8S Jamb S2.00 H&S Jamb 24.00 3 3 3 3 4 3 5 3 5 3 6 3 6 3 30,00 3 4 3 4 4 4 5 4 5 4 6 4 6 4 36.00 3 5 3 5 4 5 5 5 5 5 6 5 6 5 4Z.00 3 5 3 5 4 5 5 5 5 5 6 5 6 5 48.00 3 6 3 6 4 6 5 6 5 6 6 6 6 6 54.00 3 6 3 6 4 6 5 6 5 6 6 6 6 6 60.00 3 7 3 7 4 7 5 7 5 7 6 7 6 7 66.00 3 8 3 8 4 8 5 8 5 8 6 8 6 8 72.00 3 8 3 11 4 8 5 8 5 8 6 8 6 8 78.00 3 9 3 9 4 9 5 1 9 1 5 9 6 9 6 9 84.00 3 9 1 3 9 4 1 9 5 1 9 1 5 9 6 9 6 9 SIGNED. 0711212016 MI WINDOWS AND DOOMS a Ld'9/i650WfSTMARKETSTREET GRATZ, HA 17030 0370 9 v gsP. ic• O fi?5 *• SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON —IMPACT fr 1FINELEVATIONATEOfft` 1 •FCDRVaP•CI)RA:414. r; k('. RF.4 N.G. OR A Yl NAB, nnrc 12/"09/14 'Ot2?460F 14 D F 1 r i CIR H lcl< Uy )II L ', BACi Pl D Li AN EXTERIOR Li.ACKtR R^D APPROVFD NT r;ri FRA,'XN(. i BY Er;F. )IS fANC F. INTERIOR T.- TO BE SET i i A ULU 0 APPRO% ' ir D 1 /4" MAX. ill-IIFA ;PACs. 1 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 FYI L E TI.F APPRO E-; EXTERIOR BACKER R10"D is APPROVED, META STRUCTUR BY OTHER VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1 i" PAX. j SILA SPACE 1 1 OR F-Eu INTERIOR ke: DU r PTiNl rr,TE va=o:/rp R `Er; A14rl0R SP II C & ,I Ar E 'd BEDME1\1 ISH11,1. S'PACE 1_. INTERIORrAIrJ ' ; cam— WOOD', aLf 11jv NO C FRAIAIN(.. I'. x L,i,,;.( EXTERIOR BY OTI1 r=, F: c HUG PF ' vi D JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1 ,,., MA< jl= I'd PAC,- 7t0 SF. i_F HRDRILLINGINTERIORFl DRILLINGSCREWS 1............................ '. 3; 4., gIN. SILL. TO F.F. SET L;DGL IN . A OFLI Of: AP[ lR0vF:0 Ti UCTl.!RAL. SEALANT sr 1/ 4" MAX. 8Y OT!;: SHIM SPACE EXTERIOR t DAICKER ROD APPROVED EA: % N F JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X84" NON —IMPACT FLANGE INSTALLATION DETAILS WITHOUT FILLERS REV N. G. 08-02546 A NTS ° 12/09/14 +eE'S OF 14 SIGNED: 0711212016 R i I L 0 0 E NSF ail, o t. o . w: ZORM ' N'' 0NA40 G``\ Li tll T ANCIF r............. LY i ,io _ II I M it I).1ENI 1 ,`9" Him t KF'' U .HIM SPA-,[ .... Y f r F.Cr FIJL \ 4, FFlI AP-11. 4 I \ INTERIOR i; ---- - EXTERIOR INTERIOR MI,, 1 -.. F, r -- I EXTERIOR I 9A KER RnP i t'i APPF.C"v= h L Nor; ,, T, F.S. T I IP T 1 JAMS INSTALLATION DETAIL v fJ a L CONCRETE/MASONRYINSTALLATION RAC1,E7 P. Ll .c SI / -:,r C PTI XI I) R .... [ NOTES: i,. ,, \ Y 1.INTERIOR AND EXTERIOR FINISHES, BY OTHERS, MILE: 1 A ' E. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED 1N ACCORDANCE WITH ASTM E2112 BY 0 tz - - - SIGNED: 0711212016 MI WINDOWS AND DOORS 650 WEST MARKET SIREfT GRA1Z, PA 17030-0370 ` •GEN.9 ,p SERIES 185 ALUMINUM SINGLE HUNG VJINDC)4V &cat- VERTICAL CROSS SECTION ACT FLANGE INSTALLATION DETAILS R 11THc.) UT FILLERS f\ CONCRETOSONRYINSTALLATION - s NAGPJTS a. 1 2I09I1 4 08 0 25600E 14 r ,/ A//'/ONA.` VVOCD H Y 01 1 L t i, ivlEfJf P N Ili_ T•, Pt ' Fuld `:SPA%-L i ILLLR ITT INTERIOR EXTERIOR APPH' L ` F 1.>. Fit. ER EXTERIOR FE S, C L O1- r"'F fi u i.l SEA, Ali 1 4 BACKER ROD I NA. ETf ST,UCTUR BY OTHER 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 3/4 I'liIhI 1 i." MAX. II'i SPACE V, OR Pit L.IiU INTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION P , ;CG- r t i F: tF IhC c t7kP.R'3 ',' 1 t 2 1, F* 1 1/4. I.IiJ. J I; 4 i INTERIOR n r ,,TRICE :.' If;f .ice--_ _. Or ) WO. L n' i C D F.AIJIW.. y ywl I, rx I_I , ;,K EXTERIOR BY 0 T 1 IF RS LL. It -At AN• JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION NII„ 11-lFr: B, UTHI-R-1 INTERIOR EI F DRILLING, L';; 1/ 4 F IN 4I I (T IF SET I STFUCTU' A' . EXTERIOR RIGID --' \ 1/ 4" MA:K. L '. ItL IC,J I SHIM SPACE E+:_Av. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0711212016 M650` vl D(t++'I 5Vt.L0 MARcEI SDOORS GRATA PA 170 0 0370 EET J` Zjr P rr GENSF , FRIES 185 ALUMINUM SINGLE HUNG 'tNIIJDO4'J 52" X84 NON IMPACT FLANGE INSTALLATION DETAILS `WITH FILLERS S€.= T3 TAT OwwF t•VZzf; r" QRtp r.*A. N. G. OF-02646 A i ss/ONA4.E l1111t4t1 euNTSk'' 12/05/14 '-'''-e' 7 OF 14 2 1/2' Mi.14. f t 1 7 A Nf P H'- RS 4 14C, 1[1 3 -Ni t F C7 ..................... Im y:A: picli-) 1: com EXTERIOR Ifs INTERIOR Sitl RO RE SET IN A 3ED (Y APPF'Ov- k ATIR SLALAA I STRUCTUR'l., SEAL,4J I x Ri D" 4 VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION DESCRIPTION OATF RT-Vl,--[P;, SPAC-1140 ?, >ARTG i 7 L M L L'Al L N I i FHEFl CPHONA... IX F '-K NO—S 3 t 3/16" TAPCON t INTERIOR wit, kliFDc- F. DI .5 T A'I, F EXTERIOR SI A: AW JAMB INSTALLATION DETAIL CONCRETEIMASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED.- 0711212016 V650I WINDOWMSARKETAND V.. L 0 1* WLSI S-IDREFTOORS GRATZ, PA 17030-0-570 SERIES 185 ALUMINUW, SINGLE HUNG WINDOW 52"X84" NON IMPACT INSTALLATION DETAILS WITH FILLER fAT 0 F q v N. G. 546 A At NTS 12/0%/14 1"'8 OF 14 FPXvfiIv',,, UY 011HER", k.,T: IRF 0; A — A _Aki 1 IM SPA'_'L 10 v'no(j 1_11 In1J., L INTERIOR EXTERIOR EXTERIOR 1111- To RF '.`,[T 1 N A HL U AF[) T t " . RRAL l ' ', I MAX. & APPROVEL HId. SP;,,CE SEALNT METAL STRUCTURE BY OTHERS 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 / 4t I,'.,A X, III Im "PACE IN ISIANCE I , II SF! CRE', V INTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION L E. E S E A Bff) 01: P 11 ROV r U(_ I U. 1/ 4" PIAX. SHIM SPACE R_ ![ F V., 0,14AF 75 1 '7/1 1 /20161 RA.. HIM 5I:Af'(:. INTERIOR EXTERIOR 3U_ K BY OTHERS FLAC:;<;—R A p Sf. AI. AN1 JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 4' 10 sills OR INTERIOR SELF CR EViS FrcF S 1 A g' EXTERIOR A,, APPROVED BY SEAi Aj,!.IF JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0711212016 MI WINDOWS AND DOORS R. Lo 650 WEST MARKET SIREFT GRATZ, PA 17030-0370 ENS tp SERIES 185 ALUMINUM, SINGLE HUNG WINDOW 52" X84" NON IMPACT f 1 41FINLESSINSTALLATIONDETAILSWITHOUTFILLERSTAZOV N. 08— 025 A IscqE INTS 12/()q/14 I'.;lvf':946 OF 14 C 4'i By PIROrMt 1'd P'.11(1/ POP AN' 2 /2' ?'IiN. Tll [,I(' Uv! I" S[]jt,,j -;PAf,7, S IL -0 BE A BED 01' BAC K FR P-r. V F A'T`R ICT IRAI SEAL!If AST CPTf,')rJAL IX R;'U" i M.z"x. S I I V ACE. SI i I by C, T IF pFz VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION I 1/11'' vil'i. P14 BE DIM EN C 0 N E T E/ M A 1; () N P ) , I DY 0114DIS 6 CO, N E 11' G TA\IS CE D r. S,. R PT i 0 1 ','FD p,:-., V,.TI j A r I p 5 r' A. I 14 C I Y" R - S 0010NA.- 1X I F E f INTERIOR EXTERIOR Bi UER ROD 1. 1. APPFOW'D SEALANT: JAMB INSTALLATION DETAIL CONCRETEIMASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0711212016 Ml WINDOWS ADOORS NA\Jlllll ///// o 650 ', A/ EST MARKNED T SIRELTGRATZ, PA 17030-0370 E N rj SERIES185 ALUMINUM SINGLE IdUNiG WINDOW 52"X84" NON IMPACT FINLESS INSTALLATION DETAILS WITHOUT FILLER p• TATE OF. w N. G. 08-02546 A NA NTS 12/ 09/14 - 14, 10 0110l. IfIlItI100 MV AN - By OIIHER'l HA"' R D I" HAX. HIM :,PALLL, A N(1 \ RTl LLLP INTERIOR EXTERIOR 10 IL 1 11" TRII C 1 [) R rn ji"ER IPPROWF' I : SEALAN R!( lI_ P EXTERIOR Fl, 2FT N B AL lu cl, f A. p rl R C, V E D TRUCT " IRLI_ S(_ AIAN 1 AR, klu'vED ROF PACE in- SFAI ANI 2X j CK BY OTHE,-' STt RUCTUBE BY OTHER,. 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 EDG.. ') ISIANCE M. AX, I SPACL r, p p SF. LF DR11-I'll, INTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 0 FF SE'IN A LIFU 01: APPROVID 1/ 4" MAX. SHIM SPACE V C_ R I PT N TF, R ()V F 0 RSPiAl- ING 'I ARTS 7il 1 j20116 1`11.1" ., 1 1/ 4" N,!1N, 'I "' 'I .. MAX. INTERIOR 111 A N E loo vv' oop) k EXTERIOR WOOD or-, BY () TH, 7p_l DAC<: R 1()O FiLLER JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MFTAL s T R Ut tJRP".1/4" Mll"X, I cl, Sill", OR INTERIOR 5 F L F jFdLILIIK' EUGF D I A. r C E EXTERIOR Rl G I D BACKU", I: -_CD FIIA FR " o, A PROI'fED 3EN A,;- 7 JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0711212016 MI WINDOWS AND DOORS S IR L 0 6,50WESTMARKETSIREFT, GRATZ, PA 17030-0370 p SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON-IMPACI FINLESS INSTALLATION DETAILS WITH FILLERS TAT OF zz REV Al N. G. 08-02546 A IONAV. scnaF NTS 12/()9/1 4 11 OF 14 11/11111W\ 2 1 /2 M. N IJ F 1 V13E D I I A (`E ate ')7-1, 11w f)[110NAL Va H`!Clv< — -------- EMOEDW N.I. 3 — 1 - - ---- I -I! - E 1 I 1,;K R P-`)(` SHII'd EPAC. A PrrOVEC T: P1.1 EP EXTERIOR J! INTERIOR i TO, BE SET A BED BACKEV) A- PROV--D APPROVED SEAL —, NIY ALAN: PlION' k, Ix PAAX. I 11,J S P AC E II L: I C, I R_TE./IUA.';0NR`1 BY VERTICAL CROSS SECTION CONCRETE/ MASONRY INSTALLATION P: C! 0Nl,RFT_ _PAAS-,'.)I`1R1 OrHERS 1v OE SC P. PT i 11 A,---!0,,TD A I PEVfSErj- ArICHOR F5rA—,JKC & CHARTS 7"111,20 1, 1,.L. 0" PI 101,1AL. 1 X B: "K S I If INTERIOR 2 1 21, I!, AI , N_ IA NICE EXTERIOR J .- ................. BACKER ROD ek, PPR(11,-r) SEALANT ER JAMB INSTALLATION DETAIL CONCRETEIMASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0711212016 M6501 VVINDOWMARKEfS AND DOORS 11 WIES1 E T SFRR. L ti., P GRAIL, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG 'WINDOW 0 5 r 52` X84" NON -IMPACT FINLESS INSTALLATION DETAILS WITH FILLER TAT 0 0 R V0 N. G. 08-025 6 AL TE ALFI swj! 9/14 12 O NTSI120F14 r, kT...Al G" t:-1N E)GE r?r-T;,rl ;r EXTERR 1 s-M1;;IPJ FrcF of=T;iracF. a; ,alooD VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 6 OTHER,,, ir.q. MAX. 4" MAX SHihd SPACE S:'I C1D By OTHERS FEl .il IRf?l pF. fIP 1'f11F I P V:.rr At OP, it .INN &. CI-Ar.9 , 1 11,2.UIF, rI_ v l C I`Id F II1, ...... 1 I,'ax I_... f.; r 0 .1,_:?_, AIDE 1_..------- INTERIOR Fli ' EOMEIII u t8' w r j . I.":1N EXTERIOR JAMB INSTALLATION DETAIL 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 M1 WINDOWS AND DOORS 6150 WEST MARKLl SIRLEr. GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE BUNG WINDOW 52" X84" NON IMPACT FIN INSTALLATION DETAILS N. G. 08-02546 A NTS IDt-r:: 12i09/14 ;II:E 13 of 14 SIGNED; 0711212016 roENSF •` r',! S T 0Frtl ORM '• LOfill NA1E0\\\ 2 3• 1 _ T t I FLANGE FRAME HEAD FLANGE FRAME JAMB FINLESS FRAME HEAD CM-18501 CM-18503 CM-18553 ALUMINUM 6063-T5 .050" THICK ALUMINUM 6063-T5.050" THICK ALUMINUM 6063-T5 .050" THICK U2 i 3 ,/ i I I 1. FLANGE FRAME SILL FINLESS FRAME SILL i CM-18502 CM-18554 FIN FRAME SILL. ALUMINUM 6063-T5.055" THICK ALUMINUM 6063-T5.055"THICK CM-18509 ALUMINUM 6063-T5.055" THICK LOCK RAIUSTILE CM-78505 ALUMINUM 6063-T5.062" THICK I it GLAZING BEAD V 663 RIGID PVC 060" THICK 1 ii : ^• it= n SASH BOTTOM RAIL CM-18555 ALUMINUM 6053-T5.050" THICK 5P 6 i s T T.. GLAZING BEAD V 185 RIGID PVC 050"THICK 1 Q71 I II t. AAFFTIAI(: PA II ALUMINUM 6063-T5.055" THICK SASH STILE CM-18507 ALUMINUM 6063-T5.050" THICK F 1 1711`s k04 DESCRIKION AP P '.....— nra.;lt.,a ..rnnWr cliralS 1 11,'ar a a.l 2 3,/1Ci" 1 L FINLESS FRAME JAMB CM-18513 ALUMINUM 6063-T5,050" THICK T i;•L EI11FORt"E BUl':L A --El, EXTERIOR ' T ......... 1 INTERIOR SEA.I_ANT a I rT.r.(I 1, < ..._ t..................... l GLAZING DETAIL A FIN FRAME HEAD CM-18508 .......-..... ;i'IF," APvN ALUMINUM 6063-T5.050" THICK 2. 8 EXTERIOR j INTERIOR I 2 i/1g" _.... i. t1TF IS 1`__ dLl ;NE 3LA.LA Nf IL FIN FRAME JAMB L1L1 `k` GLAZING DETAIL B CM-18570 ------ ALUMINUM 6063-T5.050" THICK MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030 0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON -IMPACT COMPONENTS N.G. 08-02546 Sr,P1E NTS IDAB` 12/09/14 s!Irf:'!' 14 0'- 14 SIGNED: 0711212016 RfIILfo77ii r TrA T of O'. v i,'c cIORIMQ: A I/)tONAj 10 G` Florida Building Code Online Page 2 of 3 of Products FL # Model, Number or Name Description 15351.1 HS 188 Fin and Flange Frame 73x62 Insulated Glass Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +55/-55 Other: LC-PG55. Glass must comply with ASTM E1300-04 Certification Agency Certificate FL15351 R4 C CAC APC 97429.01-109-47 Fin and 97435_01-109=47 Flanoe.pdf Quality Assurance Contract Expiration Date 02/16/2019 Installation Instructions FL15351 R4 I1 188 HS FIN 73x62 DP55 As Tested 97429.01.1)df FL15351 R4 II 188HS Flanoe Non -Impact Fastener Schedule 08-01023B_pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL15351 R4 AE 511588B.Ddf Created by Independent Third Party: Yes 15351.2 HS 188 Fin and Flange Frame XOX 120x62 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15351 R4 C CAC APC 99775.01-109-47 Fin and 99780.01-109-47 Flanoe.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +40/-55 04/15/2019 Other: HS-LC40 Installation Instructions FL15351 R4 II_1.88H5 XOX Flange Non_Imgact Fastener Schedule 08-01156B.pdf FL15351 R4 II Installation Instructions - 188 HS (XOX) As Tested 99775_01.pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL15351 R4 AE 511725B..Ddf Created by Independent Third Party: Yes 15351.3 HS 188 Fin Frame 73x62 Laminated Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15351 R4 C CAC APC 97356.01-109-47-RO 97429.01- 109-47-RO .DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +55/-55 02/16/2019 Other: HS-LC55. Missile Level D, Wind Zone 3. Glass Installation Instructions consisted of 1/8" annealed outer lite, air space, 1/4" FL15351 R4 II Installation Instructions - 188 HS Impact FIN 73x62 Product 3.Ddfannealedlaminatedglasscomprisedof2sheetsof3/32" glass and 0.090" thick PVB by Solutia. Glass was bedded in Verified By: American Architectural Manufacturers Dow 995 silicone with a 5/8" glass bite. Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15351.4 HS 188 Fin Frame 73x62 Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15351 R4 C CAC APC 97356.01-109-47-RO 97432.01- 109-47-RO Prod 14.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-50 02/16/2019 Other: HS-LC50. Missile Level D, Wind Zone 3. Glass Installation Instructions consisted of 2 sheets of 3/32" annealed with 0.090" PVB by FL15351 R4 II Installation Instructions - 188 HS Impact FIN 73x62 Product 4.1)dfSolutia. Glass was bedded in Dow 995 silicone with a 5/8" glass bite. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 115351.5 1 HS 188 Flange Frame 173x62 Laminated Glass Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +45/-45 Other: HS-LC45. Missile Level D, Wind Zone 3. Certification Agency Certificate FL15351 R4 C CAC APC 97354.01-109-47-RO 97433.01- 109-47-RO.pdf Quality Assurance Contract Expiration Date 01/05/2019 Installation Instructions FL15351 R4 II Installation Instructions 08-01161B.Ddf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports http://wxA,w.floridabuildine,.oro,/pr/pr_app_dtl.aspx?param=wGEVXQNA tDgtH8572gvdWIau... 9/7/2017 Florida Building Code Online Page 1 of 3 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts E Publications FBC Staff { BCIS Site Map Links Search dbProduct Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15349-R8 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer 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 Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE a' Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard AAMA 506 AAMA/WDMA/CSA 101/I.S. 2/A440 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 11/18/2016 Date Validated 11/18/2016 Date Pending FBC Approval Date Approved 12/01/2016 Year 2008 2008 http://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtHS 5 72gvdWIan... 9/7/2017 Florida Building Code Online Page 2 of 3 Summary of Products FL # Model, Number or Name Description 15349.1 185 PW 73 x 72 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15349 R8 C CAC APC 12786.odf Approved for use outside HVHZ: Yes FLi5349 R8 C_-CAC_APC 12787,pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +60/-60 04/03/2018 Other: CW-PG60 Installation Instructions FLi5349 R8 II 08=02357B df Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL15349 R8 AE 513124B.odf Created by Independent Third Party: Yes 15349.2 185 PW 159 x 54 Triple CHS Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15349 R8 C CAC APC 15350.12df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/24/2021 Design Pressure: +55/-55 Installation Instructions Other: R-PG55 FL15349 R8 II 08-02949.1)df Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports EL i5349 R8 AE 513783.pdf Created by Independent Third Party: Yes 15349.3 185 PW Impact 72 x 72 Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15349 R8 C CAC APC 15454.12df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/25/2021 Design Pressure: +55/-55 Installation Instructions Other: FW-LC55, Missile Level D, Wind Zone 3. Glass FL15349 R8 II 08-02948.odf consisted of 5/32" tempered exterior - spacer - 5/32" Verified By: Luis R. Lomas, PE 62514 annealed / 0.100 Solutia Saflex HP / 5/32" annealed. Glass Created by Independent Third Party: Yes was bedded in Pecora 896 silicone with 5/8" glass bite. Evaluation Reports FL15349 R8 AE 513782.1)df Created by Independent Third Party: Yes 15349.4 185 PW Impact 159 x 54 Triple CHS Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15349 R8 C CAC APC 8272.odf Approved for use outside HVHZ: Yes FL15349 R8 C CAC APC 8273.pdf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +55/-55 01/24/2021 Other: FW-R55, Missile Level D, Wind Zone 3. Glass installation Instructions consisted of 1/8" annealed exterior - spacer - 3/32" FL15349 R8 II OS-01614B.pdf annealed / 0.090 Solutia PVB / 3/32" annealed. Glass was Verified By: Luis Roberto Lomas 62514 bedded in Pecora 896 silicone with 5/8" glass bite. Created by Independent Third Party: Yes Evaluation Reports FL15349 R8 AE 512278B.odf Created by Independent Third Party: Yes 15349.5 185 PW Impact 96 x 60 Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15349 R8 C CAC APC 7962.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/05/2020 Design Pressure: +55/-55 Installation Instructions Other: FW-LC55, Missile Level D, Wind Zone 3. Glass FL15349 R8 II 08-01613B.pdf consisted of 5/32" annealed exterior - spacer - 5/32" Verified By: Luis Roberto Lomas 62514 annealed / 0.100 Solutia Saflex HP / 5/32" annealed. Glass Created by Independent Third Party: Yes was bedded in Pecora 896 silicone with 5/8" glass bite. Evaluation Reports FL15349 R8 AE 512277B.odf Created by Independent Third Party: Yes 15349.6 185 PW Impact 73 x 61 Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No F1-15349_R8._C .CAC APC._12136,.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 10/28/2017 Design Pressure: +55/-55 Installation Instructions Other: FW-LC55, Missile Level D, Wind Zone 3. Glass FL15349 R8 II 08-02947.pdf http://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQNvtDgtH85 72gvdWIan... 9/7/2017 Florida Building Code Online Page 3 of 3 consisted of 1/8" annealed exterior - spacer - 1/8" Verified By: Luis Roberto Lomas 62514 annealed / 0.090 PVB / 1/8" annealed. Glass was bedded in Created by Independent Third Party: Yes Pecora 896 silicone with 5/8" glass bite. Evaluation Reports FL15349 R8 AE 513781.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 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 Aplproval Accepts: I7 Credit Card ... Safe http://w,w.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgtH8572gvdWlan... 9/7/2017 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. S. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09. 13. APPROVED IMPACT PROTECTIVE SYSTEM 15 REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. REVISIONS DESCRIPTION DATE APPROVED REVISED INSTALLATION DETAILS 06/01/15 R.L. REVISED NAME AND ADDRESS 10/27/16 R.L. 15.FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18. ALL FASTENERS TO BE CORROSION RESISTANT. 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000P51 MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KS1/FU=52KS1 OR ALUMINUM 6063—T5 FU=30KSI .048" THICK MINIMUM 20. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS, CHARTS AND GLAZING DETAILS 4 — 12 INSTALLATION DETAILS SIGNED: 1111512016 MI WINDOWS DOORS, LLCMaDK 11 09/ E 11GRATZ, PA 17030 7v"•\G s P 0, 6?61 kSERIES185ALUMINUMFIXEDWINDOW 73" X 72" NON —IMPACT 6,_ NOTES 5a ; TAT OF I, s . <ORM'. G\''\ DRAWN: DWG N0. REV 08 57 B S1QNA j1;`\\\\ Luis R. Lomas P.E. FL No.: 62514 S02SCALEDATENTS09/03/14 1 OF 12 L. ROBERTO LOMAS P. E. 1432 WOODFORD RD LEWISVILLE, NG 27023 434-668-0609 Alomas@Irlomaspe. m 72 1/2" MAX FRAME WIDTH 6" MAX -f- --f 18" MAX O.C. -I 6" MAX 18" / MAX O.C. 71 1/2" MAX FRAME HEIGHT REFER TO CHARTS 1 & #2 FOR NUMBER OF ANCHORS REQUIRED 6" MAX SERIES 185 ALUMINUM FIXED WINDOW EXTERIOR VIEW 72 1/2" MAX FRAME WIDTH 18" MAX O.C. - 6" MAX 1 6" _ 71 1/2" 18 MAX MAXO.C. FRAME i IHEIGHT j j REFER TO CHARTS --' SERIES 185 ALUMINUM FIXED DESIGNER WINDOW 1 & #2 EXTERIOR VIEW FOR NUMBER OF ANCHORS REQUIRED DESIGN PRESSURE RATING IMPACT RATING 60.0PSF NONE NOTES: 1. MAXIMUM D.L.O.: 69 314"X 66 314" REVISIONS REV DESCRIPTION DATE I APPROVED A REVISED INSTALLATION DETAILS 05/01/15 R.L. 8 REVISED NAME AND ADDRESS 10/27/16 R.L. CHART Nf Number of anchors required (without rigid fillers) Frame Frame width (in) Height 24.00 30.00 36.00 4200. 48.00 54.00 60.00 66.00 72.60 lin) NAS amb HAS Jambl HAS Pambi HAS Jambi HAS Pambl HAS Jamb HAS Jamb HAS amb HAS Jamb 24.00 2 2 1 2 2 3 2 3 2 3 1 2 1 4 2 4 2 1 4 2 5 2 30.00 2 2 2 2 3 2 3 2 3 2 4- 2 4 2 1 4 2 5 2 36.00 2 3 1 2 3 3 3 3 3 3 3 4 3 4 3 5 3 5 3 42.00 2 3 2 3 3 3 3 3 3 3 4 3 5 3 5 3 6 3 48.00 2 3 2 3 3 3 3 3 3 3 4 3 5 3 6 3 6 3 54.00 2 4 2 4 3 4 3 4 3 4 4 4 5 4 6 4 7 4 60.00 2 4 2 4 3 4 3 5 3 5 4 5 5 5 6 5 7 5 66.00 2 4 2 4 3 5 3 5 3 6 4 6 5 6 6 6 7 6 71.50 2 5 2 5 3 5 3 6 3 6 4 7 5 7 6 1 7 1 CHARTlf2 Number of anchors required (with rigid fillers) Frame Frame width (in) Height 24.00 30.00 36.00 42.00 48.00 54.00 60.00 66.00 72.50 in) HAS amb HAS amb HAS amb HAS amb HAS Jamb HAS amb amb HAS Jamb 24.00 2 2 2 2 3 2 3 2 3 2 4 2 2 5 2 30.00 2 2 2 2 3 2 3 2 3 2 4 2 2 5 2 36.00 2 3 2 3 3 3 3 3 3 3 4 3 3 5 3 42.00 2 3 2 3 3 3 3 3 3 3 4 3 3 5 3 48.00 2 3 2 3 3 3 3 3 3 3 4 3 E45 3 5 3 54.00 2 4 2 4 3 4 3 4 3 4 4 4 60.00 2 4 2 4 3 4 3 4 3 4 4 4 4 5 4 66.00 2 4 2 4 3 4 3 4 3 4 4 4 4 5 4 71.50 2 5 2 5 3 5 3 5 3 5 4 5 5 5 5 SEE SHEETS 4-7 FOR INSTALLATION DETAILS MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT FLANGE & FINLESS ELEVATION & CHARTS DRAWN: DWG NO. J.L. 08-02357 SCALE NTS DATE 09/03/14 1 SHEET OF 12 I. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rilomas@Irlomaspe.00m SIGNED: 1111512016 A' ST(,AfTr'- v REV p;k%% RI'OP:. • C' B ONA"E G` II Luis R. Lomas P.E. FL No.: 62514 6" MAX I 18" MAX O.C. 71 1/2" MAX FRAME HEIGHT REFER TO CHART #3 FOR NUMBER OF ANCHORS REQUIRED 6" MAX 18" MAX O0 C. I 71 1/2" MAX FRAME HEIGHT 72 1/2" MAX FRAME WIDTH — 6" MAX18" MAX O.C. — r i j j II' 'll y• SERIES 185 ALUMINUM FIXED WINDOW EXTERIOR VIEW 72 1/2" MAX FRAME WIDTH 18 MAX O.C. —I 6" MAX j REFER TO CHART #3 ---- FOR NUMBER OF SERIES 185 ALUMINUM FIXED DESIGNER WINDOW ANCHORS REQUIRED EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 60.OPSF NONE NOTES: 1. MAXIMUMD.L.O.: 693/4"X683/4" REVISIONS DESCRIPTION DATE I APPROVED REVISED INSTALLATION DETAILS 06/01/15 R.L. REVISED NAME AND ADDRESS 10/27/16 R.L. CHART#3 Number of anchors required (fin installation) Frame Frame width (in) Height 24.00 1 30.00 36.00 42.00 48.00 54.00 60.00 66.00 72.50 in) HAS amb HAS amb HAS amb HAS amb HAS Jamb HAS J2mb HAS Jamb HAS amb HAS Jamb 3 3 3 3 3 3 4 3 4 3 4 3 5 3 5 3 6 3 3 3 3 3 3 3 4 3 4 3 4 3 5 3 5 3 6 3 3 3 3 3 3 3 4 3 4 3 4 3 5 3 5 3 6 3k48.00 3 4 3 4 3 4 4 4 4 4 4 4 5 4 5 4 6 4 3 4 3 4 3 4 4 4 4 4 4 4 5 4 5 4 6 4 3 4 3 4 3 4 4 4 4 4 4 4 5 4 5 4 6 4 3 5 3 5 3 5 4 5 45 5565 3 5 3 5 3 5 4 5 4 5 4 5 5 5 5 5 6 5 71.50 3 6 3 6 3 e 4 6 4 1 6 4 1 6 5 6 5 6 6 6 SEE SHEET 8 FOR INSTALLATION DETAILS MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FIN ELEVATION & CHART DRAWN: DWG NO. I REV J.L. 08-02357 B SCALE NTS 1- 09/03/14 1 SHEET OF 12 L ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688.0609 dlomasOalrlomaspe.com SIGNED: 1111512016 J\C' R. I ILIo v GENSFrgc1 0AT 51 70 T(OF a i 0. F• W ToNAi/wil` Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT EXTERIOR 1/2" MIN. TEDGE DISTANCE 1 1/4" MIN EMBEDMENT 1/4" MAX. SHIM SPACE 10 WOOD SCREW 10 WOOD SCREW RIGID FILLER BACKER ROD APPROVED 1/4" MAX. SEALANT SHIM WOOD FRAMING OR 2X BUCKA1/2" EMBEDMENT BY OTHERS MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE T 1/2" MIN. EDGE DISTANCE INTERIOR 10 WOOD I \ SCREW L WOOD FRAMING EXTERIOR OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION M ETAL STRUCTURE BY OTHERS BACKER ROD APPROVED SEALANT EXTERIOR BACKER ROD APPROVED SEALANT META STRUCTUF BY OTHEF 3/4" MIN EDGE DISTANCE 1/4" MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR SMS OR DRILLING W FILLER 1/4" MAX. SHIM SPACE 3/4" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4" MAX. SHIM SPACE 3/4" MIN. EDGE DISTANCE INTERIOR 10 SMS OR SELF DRILLING SCREWS EXTERIOR METAL STRUCTURE BACKER ROD BY OTHERS APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION REVISIONS ` REV DESCRIPTION DATE I APPRDVED A REVISED INSTALLATION DETAILS 06/01/15 R.L. B REVISED NAME AND ADDRESS 10/27/16 R.L. NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 1111512016 DKDOORS, LLCMIWINDsoWw. MAETS9!ILl01,/ii GRATZ, PA 17030 v••`VCENS.'p l ti *• 0 51 ASERIES185ALUMINUMFIXEDWINDOW 73" X 72" NON -IMPACT FINLESS INSTALLATION DETAILS WITHOUT FILLERS TE 0 s '0R0:..G`,!`\ DRAWN: DWG NO. REV oa s7 B 0NA"a\. Luis R. Lomas P.E. FL No.: 62514 SCALE DATE SoE NITS 09/03/14 4 OF 12 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rll—CMIrlomaspe.— REVISIONS REV 2 1/2" MIN, DESCRIPTION A REVISED INSTALLATION DETAILS DATE APPROVED 06/01/15 R.L. EDGE DISTANCE B REVISED NAME AND ADDRESS 10/27/16 R.L. CONCRETE/MASONRY BY OTHERS ° d 1 1/4" MIN. OPTIONAL 1 X BUCK 1 1/4" MIN. EMBEDMENT SEE NOTES 3 — 7 EMBEDMENT SHEET 1 1/4" MAX. CONCRETE/MASONRY BACKER ROD J BY OTHERS 1/4" MAX.' APPROVED SHIM SPACE SHIM SPACE SEALANT OPTIONAL 1X BUCK SEE NOTES 3 — 7 SHEET 1 3/1 "" TAPCON e..•. EXTERIOR INTERIOR 3/16" TAPCON INTERIOR 3/16" TAPCON BACKER ROD APPROVED SEALANT 1/4" MAX. 2 1/2" OPTIONAL 1X BUCK SEE NOTE 3 — 7 SHIM SPACE MIN. SHEET 1 EDGE DISTANCE EXTERIOR CONCRETE/MASONRY 1• BACKER ROD BY OTHERS a 1 1/4" MIN. APPROVED EMBEDMENT SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRYINSTALLATION 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION SIGNED: 1111512016 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. u1111111Li/i5B- L pM GRATZ, PA 17030•GENSF9s', NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT TApy61251 4 = NOT SHOWN FOR CLARITY. FINLESS INSTALLATION DETAILS WITHUT FILLERS O1 • T F "' 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE J DESIGNED IN ACCORDANCE WITHASTME2112 JRLN: OwcNo. 08-02357 REV B o O sS; ORI GQ` ON AL1, \\`,` SCALE NTS DATE 09/03/14 SHEETS OF 12 L. ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 FL No.: 62514 434-688-0609 1fI maS@IdOm Spe._. WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT EXTERIOR BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN. EDGE DISTANCE 1 1/4" MIN. F EMBEDMENT 1/4' MAX. SHIM SPACE RIGID FILLER 10 WOOD SCREW INTERIOR 10 WOOD SCREW RIGID FILLER 1/4" MAX. SHIM SPACE 1 1/4 " MIN EMBEDMENT 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE r RIGID FILLER 1/2" MIN. EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING EXTERIOR OR 2X BUCK BACKER RODBYOTHERS APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE BY OTHERS BACKER ROD APPROVED SEALANT BACKER ROD — APPROVED SEALANT M ETAL STRUCTURE BY OTHERS 1 3/4" MIN. EDGE DISTANCE 3/4" MIN EDGE DISTANCE 1/4" MAX. q r SHIM SPACE RIGID FILLER 10 SMS OR SELF DRILLING SCREW INTERIOR 10 SMS OR SELF DRILLING SCREW RIGID FILLER 1/4" MAX. SHIM SPACE 3/4" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4" MAX. SHIM SPACE RIGID FILLER INTERIOR 10 SMS OR — SELF DRILLING SCREWS METAL EXTERIOR STRUCTURE BACKER ROD BY OTHERS APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R.L. 8 REVISED NAME AND ADDRESS 10/27/16 R.L. NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 1111512016 MI WIND LLC RUC10''% oWw. MnDI<DOORS, E NGRATZ, PA 17030 1\ i, XG y SERIES 185 ALUMINUM FIXED WINDOW lk• /10, 6 F*, 73" X72" NON—IMPACT^,0 4- FINLESS INSTALLATION DETAILS WITH RIGID FILLERS lyOQ•TAX : S ' C p •G`''\\i DRAWN: DWG 110. REV R117P 08 s02357 B GALE DATE NTS09/03/14 6 OF 12 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 - Luis R. Lomas P.E. FL No.: 62514 434-688-0609 rllomas@Irlomaspe.com REVISIONS ' REV DATE APPROVEO 2 1/2" MIN. DESCRIPTION A REVISED INSTALLATION DETAILS 06/01/15 R.L. EDGE DISTANCE B REVISED NAME AND ADDRESS 10/27/16 R.L. CONCRETE/MASONRY BY OTHERS • 4 e 1 1/4" MIN. OPTIONAL iX BUCK 1 1/4" MIN. EMBEDMENT SEE NOTES 3 — 7 e. EMBEDMENT SHEET 1 I v10 1 CONCRETE/MASONRY 4BACKERROD1/4" MAX. BY OTHERS 1/4" MAX. APPROVED SHIM SPACE a SHIM SPACE SEALANT OPTIONAL 1X BUCK RIGID FILLER SEE NOTES 3 — 7 SHEET 1 RIGID FILLER 3/16" TAPCON EXTERIOR INTERIOR 3/16" TAPCON INTERIOR 3/16" TAPCON BACKER ROD APPROVED RIGID FILLER SEALANT 1/4" MAX. 2 1/2" OPTIONAL 1X BUCK SEE NOTE 3 — 7 SHIM SPACE MIN. SHEET 1 EDGE DISTANCE EXTERIOR CONCRETE/MASONRY T BACKER ROD BY OTHERS a 1 1/4" MIN. APPROVED EMBEDMENT SEALANT JAMB INSTALLATION DETAIL d.' < CONCRETE/MASONRYINSTALLATION 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION SIGNED: 1111512016 MI WINDOWS ArnaDK DOORS, LLC IR IlLlr0,/ ow. T ST.\\\\ E N NOTES: GRATZ, PA 17030 G SF( SERIES 185 ALUMINUM FIXED WINDOW1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, Oy6y 51 *'=' 4.-TAT6 NOT SHOWN FOR CLARITY. 73" X 72" NON —IMPACT 2.PERIMETERANDJOINTSEALANTBYOTHERSTOBE FINLESS INSTALLATION DETAILS WITH RIGID FILLERd18DESIGNEDINACCORDANCEWITHASTME2112 O S OR14Q.• ` DRAWN: DWG NO. R i/`s`slpNAlJ.L. 08-02357 7//11111110scalENTSDATE09/03/14 SHE OF 12 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 Luis R. Lomas P.E. FL NO.: 62514 434-688-0609 Alomas@Irlomaspe.com WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE EXTERIOR BACKER ROD & APPROVED SEALANT BEHIND FLANGE WOOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN. EDGE DISTANCE 1 1/4" MIN F EMBEDMENT 1/4" MAX. SHIM SPACE 10 WOOD SCREW INTERIOR 10 WOOD SCREW RIGID FILLER 1/4" MAX. SHIM SPACE 1 1/4" MIN EMBEDMENT 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE 1/4" MAX. SHIM SPACE 10 SMS OR LF DRILLING REW EXTERIOR INTERIOR 10 SMS OR SELF DRILLING SCREW BACKER ROD & RIGID FILLER APPROVED SEALANT BEHIND FLANGE 1/4" MAX. 1 SHIM SPACE METAL STRUCTURE pj BY OTHERS \\\ 3/4" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R.L. B REVISED NAME AND ADDRESS 10/27/16 R.L. NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 I 1/4" MAX. 1 1/4" MIN. 1/4" MAX. SHIM SPACE EMBEDMENT SHIM SPACE 1/2" MIN. 3/4" MIN. INTERIOR EDGE DISTANC EDGE DISTANCE SIGNED: 1111512016 INTERIOR MI WINDOWS DOORS, LLC 1g ow. MARKET GRATZ, PA 17030 LO4f/// J\S 10 WOOD 10 SMS OR XGENq S SCREW SELF DRILLING SERIES 185 ALUMINUM FIXED WINDOW it• 0 61 SCREWS 73" X 72" NON -IMPACT WOOD FRAMING EXTERIOR METAL EXTERIOR FLANGE INSTALLATION DETAILS WITHOUT FILLERS TATE OF'W-tOR2XBUCK BY OTHERS BACKER ROD & STRUCTURE BACKER ROD & DRAWN: DWG NO. REV p• t i'. <pR10P• i tC••. SEALANT BY OTHERS OS _ - 57 B S' G\ s/pNABEHINDAPPROEDFLANGEBEHINDEDFLANGECALFDATESHEETNTS09/03/14 8 OF 12 11\\`\ JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL L. ROBERTO LOMAS P.E. WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION 1432 WOODFORD RD LEWISVILLE, NC 27023 s P.E. Luis R. L NO.: F: 62514434-688-0609 r1lo—C&Irlomaspe.com REVISIONS ' 2 1/2" MIN. REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R.L. EDGE DISTANCE 8 REVISED NAME AND ADDRESS 10/27/16 R.L. CONCRETE/MASONRY BY OTHERS 1 1/4" MIN. a • 1 1/4" MIN. EMBEDMENT OPTIONAL 1X BUCK ` EMBEDMENT SEE NOTES 3 — 7 SHEET 1 CONCRETE/MASONRY c BACKER ROD & 1/4" MAX. BY OTHERS. 1/4" MAX. APPROVED SEALANT SHIM SPACE SHIM SPACE BEHIND FLANGE OPTIONAL 1X BUCK a .- SEE NOTES 3 — 7 SHEET 1 3/16" TAPCON a EXTERIOR INTERIOR 3/16" TAPCON INTERIOR TAPCON BACKER ROD & A6" APPROVED SEALANTBEHINDFLANGE OPTIONAL 1X BUCK1/4" MAX. 2 1/2" SEE NOTE 3 — 7SHIM SPACE MIN. SHEET EDGE i DISTANCE EXTERIOR CONCRETE/MASONRY BACKER ROD & BY OTHERS 1 1/4" MIN.BEHIND APPROVED SEALANT EMBEDMENT FLANGE JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION SIGNED: 1111512016 DOORS, LLC11LMIWINDOWW o MADKET 9,% GRATZ, PA 17030 i•XGENS SERIES 185 ALUMINUM FIXED WINDOWNOTES: ir• o, 6y 51 1 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, 73" X 72" NON —IMPACT r NOT SHOWN FOR CLARITY. FLANGE INSTALLATION DETAILS WITHOUT FILLERS STAT fr .` p2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 G`"\'` DRAWN: Dwc ND. REv;c< OR`i0 OB B SCALE DATE SDEE3S7 NTS09/03/14 9 OF 12 L. RORERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434- 688-0609 dlomas@Irlomaspe com FL NO.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE EXTERIOR BACKER ROD & APPROVED SEALANT BEHIND FLANGE WOOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN. EDGE DISTANCE 1 1/4" MIN. 47 EMBEDMENT 1/4" MAX. SHIM SPACE RIGID FILLER 10 WOOD SCREW INTERIOR 10 WOOD SCREW RIGID FILLER 1/4" MAX. SHIM SPACE 1 1/4" MIN EMBEDMENT 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. _ 1/4" MAX. EMBEDMENT I SHIM SPACE uF— r RIGID FILLER 1/2 MIN. EDGE DISTANC 10 WOOD SCREW WOOD FRAMING OR 2X BUCK EXTERIOR BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE EXTERIOR INTERIOR 1/4" MAX. SHIM SPACE GID FILLER 10 SMS OR LF DRILLING REW REVISIONS REV DESCRIPTION DATE I APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R.L. 13 REVISED NAME AND ADDRESS 10/27/16 R.L. 10 SMS OR SELF DRILLING SCREW BACKER ROD & RIGID FILLER APPROVED SEALANT BEHIND FLANGE 1/4" MAX. 1 SHIM SPACE NOTES: METAL 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, STRUCTURE NOT SHOWN FOR CLARITY. BY OTHERS 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 3/4" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4" MAX. SHIM SPACE RIGID FILLER 3/4" MIN. / INTERIOR EDGE DISTANCE 10 SMS OR -- SELF DRILLING SCREWS METAL EXTERIOR STRUCTURE BACKER ROD & BY OTHERS APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 1111512016 MI WINDOWS AND DOORS, LLC 1R IILIo9 i// MADK ST.`\\\SET GRATZ, PA 17030 v, GENSF •c1' _ GL//!('' 0, 6¢51 ir= SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FLANGE INSTALLATION DETAILS WITH RIGID FILLERS T%'• 5TT,.•T',tATOFZz fi OR1 p• \'\`\ DRAWN: DWG NO. REV 08 B Ojnjjj V ?\\\\ LUIS R. Lomas P.E. FL No.: 62514 ciE NTS DnrE 09/03/14 SHEET 10 OF 12 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-666-0609 dlomas@Irlomaspe—m REVISIONS REV DATE APPROVED 2 1/2" MIN. DESCRIPTION A REVISED INSTALLATION DETAILS 06/01/15 R.L. EDGE DISTANCE B REVISED NAME AND ADDRESS 10/27/16 R.L. CONCRETE/MASONRY BY OTHERS '° a 4, 1 1/4" MIN. 1 1/4" MIN. EMBEDMENT OPTIONAL 1X BUCK EMBEDMENT SEE NOTES 3 — 7 SHEET 1 CONCRETE/MASONRY 9 BACKER ROD & 1/4" MAX. BY OTHERS 1/4" MAX. APPROVED SEALANT SHIM SPACE SHIM SPACE BEHIND FLANGE OPTIONAL 1X BUCK RIGID FILLER SEE NOTES 3 — 7 SHEET 1 RIGID FILLER 3/16" TAPCON°, v EXTERIOR INTERIOR 3/16" TAPCON INTERIOR 3/16" TAPCON BACKER ROD & i..• APPROVED SEALANT BEHIND FLANGE RIGID FILLER OPTIONAL 1X BUCK 1/4" MAX. 2 1/2" SEE NOTE 3 — 7 SHIM SPACE MIN. EDGE a SHEET 1 DISTANCE EXTERIOR CONCRETE/MASONRY BACKER ROD & BY OTHERS n a 1 1/4" MIN. APPROVED SEALANT 4 a_ EMBEDMENT BEHIND FLANGE JAMB INSTALLATION DETAIL e CONCRETE/MASONRY INSTALLATION a' 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION SIGNED: 1111512016 MI WINDOWS DOORS, LLC I ILNOTES: W. o 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, FOR 650 MARKET GRATZ, PA 17030 S R GENSF'9,% NOT SHOWN CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE SERIES 185 ALUMINUM FIXED WINDOW 1k• p,j 51'.' IfDESIGNEDINACCORDANCEWITHASTME2112 73" X 72" NON —IMPACT jrff r'. FLANGE INSTALLATION DETAILS WITH RIGID FILLERS lTAT iip iP FL 000"..,'` DRAWN: DWG NO. REV O8 sDEE357 B.i/NA'tiE GALE DATENITS 09/03/14 11 OF 12 L.ROBERTOLOMASP.E. LUIS R. LOTOS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 FL No.: 62514 434-688-0609 rllomas@Irlomaspe.wm REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R.L. APPROVED B REVISED NAME AND ADDRESS 10/27/16 R.L. SEALANT BEHIND FIN 1 1/4" MIN. EMBEDMENT 6 WOOD WOOD SCREW FRAMING BY OTHERS SHIM SPACE 1/4" MAX 3/8" MIN WOOD FRAMING BY OTHERS SHIM SPACE EDGE DISTANCE y6 WOOD SCREW INTERIOR INTERIOR EXTERIOR 1 1/4" MIN. EMBEDMENT NOTES: 1 /4° MAX 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, SHIM SPACE APPROVED NOT SHOWN FOR CLARITY. SEALANT 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE BEHIND FIN EXTERIOR DESIGNED IN ACCORDANCE WITH ASTM E2112 3/8" MIN 3/8" MIN EDGE DISTANCE EDGE DISTANCE JAMB INSTALLATION DETAIL 6 WOOD SCREW I WOOD FRAMING WOOD FRAMING OR 2X BUCK INSTALLATION APPROVED II—— 1 1/4" MIN. BY OTHERS SEALANT EMBEDMENT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FIN INSTALLATION DETAILS DRAWN: DWG NO, J.L. 08-02357 SCALE NTS I DATE 09/03/14 SHEET 12 OF 12 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rllomas@Irlomasp9. m SIGNED: 1111512016 R I ILO tif9 i D E NSF :'p TAT E OF ONA 11fcNG\ Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online Page 1 of 3 BCIS Home Log In User Registration 1. Hot Topics E Submit Surcharge Stats & Facts ; Publications -; FBC Staff i BCIS Site Map j Links Search Mil G Product Approval Public Userp'USER: y` Product Approval Menu > Product or Application Search > Application List > Application Detail gn FL # FL15353-R2 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 Mullions Compliance Method Evaluation Report from a Florida Registered, Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis R Lomas, PE the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Steven M. Urich, PE Ji Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard. and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL15353 R2 COI FLCOI.odf 1710.5.3 Method 2 Option B http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWI S... 9/7/2017 Florida Building Code Online Page 2 of 3 Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 06/15/2015 06/15/2015 06/21/2015 08/19/2015 FL # Model, Number or Name Description 15353.1 5764 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01448A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R2 AE 512072A.Ddf span: 52-1/8". Created by Independent Third Party: Yes 15353.2 5764 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01439A.Ddf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R2 AE 512063A.pdf span: 83" Created by Independent Third Party: Yes 15353.3 5765 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01449A.Ddf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R2 AE 512073A.Ddf span: 104-1/4" Created by Independent Third Party: Yes 15353.4 5765 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01440A.Ddf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R2 AE 512064A.12df span: 83". Created by Independent Third Party: Yes 115353.5 1 CM-18514 I Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01442A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R2 AE 512066A.Ddf length - 83". Created by Independent Third Party: Yes 115353.6 1 CM-18520 I Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01451A.Ddf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - 52-1/8" x 84". Max mullion FL15353 R2 AE 512075A.Ddf span - 104-1/4" Created by Independent Third Party: Yes 115353.7 1 CM-18523 I Horizontal Aluminum Mullion I Limits of Use Installation Instructions Approved for use in HVHZ; No FL15353 R2 II 08-01452A.Ddf Approved for use outside HVHZ: Yes.. Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - 52-1/8" x 84". Max mullion FL15353_R2 AE 512076A_pdf span - 104-1/4". Created by Independent Third Party: Yes 15353.8 CM-18531 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL1 5353 R2 II 08-01443A.Ddf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 http://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvd)AIS... 9/7/2017 Florida Building Code Online Page 3 of 3 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Other: Max single window size: 52-1/8" x 84". Max mullion Evaluation Reports FL15353 R2 AE 512067A.pdf span - 83" Created by Independent Third Party: Yes 15353.9 CM-18532 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01453A.Ddf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - 52-1/8" x 84". Max mullion FL15353 R2 AE 512077A.pdf span - 104-1/4" Created by Independent Third Party: Yes I 15353.10 CM-18533 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01444A.ndf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R2 AE 512068A.pdf span: 83" Created by Independent Third Party: Yes 15353.11 CM 18534 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01454A.pdf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R2 AE 512078A..pdf span: 104-1/4". Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: M® r qVl ,. Credit Carrd afa http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ,ATtDgtH85 72gvdWl S... 9/7/2017 NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) 3) 4) 5) 6) 7) 8) 9) 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 MI WINDOWS AND DOORS, INC. 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 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 REVISIONS REV I DESCRIPTION OATE I APPROVED A I REVISED INSTALLATION DETAILS 06/10/15 1 R.L. ANCHORING NOTES: 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE # 10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 2) FOR ANCHORING INTO CONCRETE USE 1/4" TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 4. 3) ALL FASTENERS TO BE CORROSION RESISTANT. 4) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). 5) TO ATTACH MULLION TO CLIP USE (4) #10 x 1 1/4" SELF DRILLING SCREWS PER CLIP. SCREWS MUST BE FIELD INSTALLED. HOLES FOR SCREWS ARE NOT PRE —DRILLED BY MANUFACTURER. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 CONFIGURATIONS AND DP CHART 3 INSTALLATION DETAILS MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 5764 — VERTICAL MULLION 83" MULLION SPAN GENERAL NOTES DRAWN: DWG NO. V.L. 08-01439 SCALE NTS IDATE 01 /1 1 /12 1 SHEET 1 OF 3 SIGNED: 0611112015 107 3/8" COMBINED WIDTH W1 I W2 - 3" I83" FRAME HEIGHT WINDOW MULLION SPAN) j/1 107 3/8" COMBINED WIDTH W1 -jr W2 - FRAME WINDOW HEIGHT WINDOWIL-/-j MULLION SPAN) 107 3/8" COMBINED WIDTH 1FW_ W2 WINDOW83" FRAME HEIGHT WINDOK WINDOIV MULLION SPAN) I1- W1 W2 - 107 3/8" COMBINED WIDTH Design pressure rating fpso Mullion span (in) Tributary width (in) 16.13 25,50 36.00 42.00 48.00 52.13 25.00 130.0 130.0 130.0 130.0 130.0 130.0 37.38 130.0 130.0 127.2 127.0 127.0 127.0 49.63 1207. 94.3 77.9 73.8 72.1 72.0 62.00 71.0 52.2 39.7 35.9 33.4 32.3 65.63 59.6 43.7 33.0 29.6 27.4 26.3 72.00 44.9 32.7 24.4 21.8 19.9 19.0 84.00 1 28.1 20.3 1 15.0 1 13.2 1 11.9 11.3 LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE. 107 3/8." COMBINED WIDTH W1 - W2 - 83" WINDOW IINDOWFRAME HEIGHT MULLION SPAN) 107 3/8" COMBINED WIDTH 1 - FW_ W2 83" WINDOW J FRAME HEIGHT WIND W g WINDOW MULLION SPAP II--W2- W1 107 3/8" COMBINED WIDTH REVISIONS REV DESCRIPTION DATE I APPROVED IAREVISEDINSTALLATIONDETAILS06/10/15 R.L. 107 3/11" COMBINED WIDTH W2 83" WINDOW L/ J FRAME HEIGHT WINDOW g WINDOW MULLION SPAN) L II-- W1 W2 - 107 3/8" COMBINED WIDTH APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107318"AS SHOWN HEREIN. ueslgn pressure rating (psq With redar o tion Mullion span (in) Tributary width (in) 18.13 25.50 36.00 42.00 48.00 52.13 25.00 130.0 130.0 130.0 130.0 130.0 130.0 37.38 130.0 130.0 127.2 127.0 127.0 127.0 49.63 120.7 94.3 7T9 73.8 72.1 72.0 62.00 92.4 70.0 53.3 48.1 44.8 43.4 65.63 80.0 58.6 44.2 39.7 36.7 35.3 72.00 60.3 43.9 32.8 29.2 26.7 25.5 84.00 37.7 27.3 1 20.1 1 17.7 1 16.0 1 15.1 LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE. MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 5764 - VERTICAL MULLION 83" MULLION SPAN APPROVED CONFIGURATIONS AND RATING CHARTS DRAWN: DWG NO. I REV V.L. 08-01439 A NTS IRATE 01 11 1112 1 SHEET 2 OF 3 SIGNED: 0611112015 1Vlll I ILI0 C ENS TAT 2 1/2" MIN EDGE DISTANCE MASONRY/CONCRETE BY OTHERS a 1 1/4" MIN. EMBEDMENT 1/4" TAPCON SECT5796 0 843" CLIP OPTIONAL REBAR SECT5764 MULLION MT000022 CLIP 10 WOOD SCREW 1 I I 1 3/8" MIN. EMBEDMENT WOOD FRAMING/ 1/2" MIN. 2X BUCK EDGE L BY OTHERS DISTANCE VERTICAL CROSS SECTION MASONRY/CONCRETE AND WOOD FRAMING INSTALLATION NOTE: CLIPS MAY BE USED IN MASONRY/CONCRETE OR WOOD FRAMING SUBSTRATE. F 3.261' 1.375' lj— MT000022 CLIP 16GA (.063") GALVANIZED STEEL l 2.140-1 12A5" SECT5764 MULLION ALUMINUM 6005-T5.125" THICK f— 0.688" 1.531 " RF-185-2 REBAR 16 GA (.062) GALVANIZED STEEL REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 06/10/15 R.L. 3.750" 1.000 0.375" 0.422" 2.032" 2.875" 0" 0.843" 4.000" SECT5796 CLIP 2X 00.210" I FOR CONCRETE INSTALLATION ALUMINUM 6063-T5. 125" THICK 3.750" 2.189" — 1.0 0" 0.375" 0.843" 1.562" 2X 00.210" 1.562" SECT5796 CLIP FOR WOOD FRAMING INSTALLATION ALUMINUM 6063-T5.125" THICK SIGNED: 0611112015 MI WINDOWS AND DOORS 650 WEST MARKET STREET X)111111/liiiiR, Catij iii GENSFGRATZ, PA 17030-0370 5764 - VERTICAL MULLION1r 41TVATXOF83" MULLION SPANV.INSTALLATION DETAILS AND COMPONENTS 0 F` DRAWN: OWC N0. REVR10:ti"' OS A 7S/ONA11 \\\ SCALE NTS DATE O1/11/12 SOEEr390F 3 Florida Building Code Online Page 1 of 3 BCIS Home Log In User Registration 'i Hot Topics i Submit Surcharge Stats & Facts Publications FBC Staff s BCIS Site Map Links Search gym Product Approval USER: Public Userdb 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 W 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 RIC - Certificate of Independence.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 Equiv AST111 C1186 Equivalency Sianed.pdf http://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgvRk6bsvZ66FC... 9/7/2017 Florida Building Code Online Page 2 of 3 i Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Method 1 Option D 08/17/2015 08/26/2015 09/07/2015 10/16/2015 08/09/2017 FL # Model, Number or Name 13223.1 Cempanel Siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: For use inside a HVHZ install in accordance with NOA 15-0122.04 Description fiber -cement panel siding Installation Instructions FL13223 R3 II ER RIO-2556-15 Panel metal-wood.odf FL13223 R3 II .ER RIO-2578-15 Panel to Furrino.pdf FL13223 R3 II Install Cempanel Siding.odf FL13223 R3 II NOA 15-0122.04.Ddf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13223 R3 AE ER RIO-2556-15 Panel metal-wood.pdf FL13223 R3 AE ER RIO-2578-15 Panel to Furring.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.pdf FL13223 R3 II ER RIO-2578-15 Panel to Furring.pdfApprovedforuseoutsideHVHZ: Yes FL13223 R3 II Install HardiePanel Siding.pdfImpactResistant: Yes Design Pressure: N/A FL13223 R3 II NOA 15-0122.04.pdf 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.pdf FL13223 R3 AE ER RIO-2578-15 Panel to Furrin c,pdf FL13223 R3 AE NOA 15-0122.04.odf Created by Independent Third Party: Yes 13223.3 Prevail Panel Siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use inside a HVHZ install in accordance with NOA 15-0122.04. fiber -cement panel siding Installation Instructions FL13223 R3 II ER RIO-2556-15 Panel metal-wood.pdf FL13223 R3 II ER.RIO-2578-15 Panel to Furring,pdf FL13223 R3 II Install Prevail Panel Siding.odf FL13223 R3 II NOA 15-0122.04.Ddf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13223 R3 AE ER RIO-2556-15 Panel metal-wood.pdf FL13223 R3 AE ER RIO-2578-15 Panel to Furrinq.pdf FL13223 R3 AE NOA 15-0122.04.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an.emailaddress which can be made available tothepublic. To determine if you are a licensee under Chapter 455, F.S., please click her . Product Approval Accepts: gimcf. http:// www.floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgvRk6bsvZ66FC... 9/7/2017 Florida Building Code Online Page 3 of 3 Credit Card Safe http://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGE VXQwtDgvRk6bsvZ66FC... 9/7/2017 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 HARD.IE BUILDING PRODUCTS, .INC. 10901 ELM AVENUE FONTANA, CA 92337 TABLE OF CONTENTS PAGE COVER PAGE 1 EVALUATION SUBJECT 2 EVALUATION SCOPE 2. EVALUATION PURPOSE 2 REFERENCE REPORTS 2 TEST RESULTS 3 TABLE 1A, RESULTS OF TRANSVERSE LOAD TESTING 3 TABLE 1 B, SHEAR VALUES 3 DESIGN WIND LOAD PROCEDURES 4 TABLE 2, COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p 4 TABLE. 3; .ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 5 TABLE 4, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C 5 TABLE 5, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE 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., I.NC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX RONALD 1. OGAWA.ASSOCIATES,.INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556-1'5 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@j amesh ardie-com EVALUATION SUBJECT HardiePanel® Siding James Hardie Product Trade Names. covered in this evaluation: HardiePanet® Siding, Cempanel@ Siding, PrevailT .Panel Siding EVALUATION SCOPE: ASCE 7-10 2014 Florida Building Code 2012 International Building Code& EVALUATION PURPOSE: This analysis is to determine the maximum design 3-second gust windspeed to be resisted by an assembly of HardiePanel (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 Laboratories Report7C-1270-94 (ASTM E330) Transverse Load Test, 5116"Thickby 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) Transverse Load Test, 5116" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 24 inches on- ceriter 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 inches on center with a 4d, 0.091 inch shank by 0.225 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 1n. 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' Thickby 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!1'554d (ASTM E330) Transverse Load Test, 1/4" Thick by 48inch wide -HardiePanel Siding installed on 20gauge Metal studs spaced at 16 and 24 inches on center with a ET&F 0.100 in. knurled shank X 1.5 in. long X 0.25 in. head diameter pin fastener 8. Ramtech laboratories Report 1C-1273-94 (ASTM E72) Racking Shear Test, 5/16" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 16 inches on center with: a 6d, common galvanized nail 9. Ramtech Laboratories Report IC-1274-94 (ASTM E72) Racking Shear Test, 5115" 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 0.225 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 by48 inch wide. HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 16 and 24 inches on center with a No 8 X 1 in. long X 6.323 in head diameter ribbed bugle head screw 12, Ramtech Laboratories Report 11284-9911580 (ASTM E72) Racking Shear Test, 5/16" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced,af 16 and 24 inches on center with a ET&F 0.100 in. knurled shank X 1.5 in. long X 0.25 in. head diameter pin fastener, L`'11tt11t'if yifitiitt,< f-7,f/fff JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com TEST RESULTS: Table la, Results of Transverse toad Testing RONALD 1. OGAWA:ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA,92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556-1'5 Fastener Spacingfin.) Allowable Frame Ultimate Design Thickness Width Spacing Perimeter Field Load Load' Report Number Test Agency in.) in.) Frame Type in.:) Supports Supports Fastener Type 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. 0.3125 48 2X4 wood Hem -Fir 16 4 4 6d common 236 78:7 IG G1271-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 24 6 6 6d common 94 31.3 IC-1271-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 24 1 4 4 1 6d common 143 47.7 10868-97/1475 Ramtech 0.3125 48 2X4 wood, SG a 0.36 16 4 g in. shank X 0: ank in. IX 90 30.0 D 1. 91 HD X 1.5 in: brig ring shank nail Min. No. 20 gauge X 9.625 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 56.61.375 in metal stud head screw Min. No 8 X 1 in. long X 0,323 h 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 Min. No. 20 gauge X 3.6.25 in. X Ef&F 0.100 in. knurled shank X 11149-98/1554d Ramtech 0.3125 48 1.375 in metal stud 24 4 8 1:5 in. long X 0.251n. head 170 56.7 diameter pin fastener Min. No. 20 gauge X 3:625 in. X ET&F.0.100 in. knurled shank X 11149.98/1554d Ramtech 0.3125 48 16 4 8 1.5 in, long X 0.25 in. head 101 3.3.71.375 in metal stud diameter pin fastener I. Allowable Load is the Ultimate Load divided bva Factor of_safety of 3.. 2. HardiePanel Siding complies with ASTM C1186, Standard Specification for Grade /I,. Type A Non-asbesios Fiber -Cement Flat Sheets. Table 1b,, Shear Values Allowable Loads in- Pounds .Per Lineal Foot forPanei Shear Walls'' 2 Fastener Spacing in.l Frame Ultimate Allowable Thickness Width Spacing Perimeter Field Load' Load' Report Number Test Agency in.) in.) Frame Type in.) Supports Supports FastenerT Off) Pit) IC-1273-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 16 6 6 6d common 603.8 201.3 IC-1273-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 16 4 4 6d common 698.8 232.9 IC-1274-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 24 6 6 6d common 460.0 153.3 IG1274-94 Ramtech 0.3:1.25 48 2X4 wood Hem -Fir 24 4 4 6d common 637.5 212.5 4d0091 inshank X 0225 in 10868 97l14T5 Ramtech, 0s3125 48 2X4 wood, SGZ 0.36 16 4 8 brig 595.4 198. 5 HD X 1.5 in. ring shank nail Min. No 8 X 1 in. long X-0,323 in Min. No. 20gaugeX3.625 in. X IC-Y057-89Ramtech0.25 48 1.375'-in metal stud 16 8 24 6 6 head diameter ribbed bugle 990.0 123.8 head screw ET& F 0 100 in. knurled shank X Min. No. 20gaugeX3,625 in. X 11284-99/1580Ramtech0.3125 48 1.375 in metal stud 16 4 8 1.5 in. long X 0.25 in, head diameter pin fastener 1227.0 153. 4 ET&F 0. 100'in. knurled shank X Min. . NoZO,gauge X 3:625 in. X 11284=9911580` Ramtech 0.3125 48 20 o 24 4 8 1.5 in. long X0.25 in. head 1060.0 132.5 in metal stud diameter pin fastener 1.:AII 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 construction in this Table is2:1. 3..In. the steel framedassemblies the allowable load is based on the average load at 118 inch net deflection. rOF( 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@j ameshardie-com DESIGN WIND LOAD PROCEDURES: Fiber -cement siding transverse load capacity (wind load. capacity) is determined via compliance testing to transverse load national test standards. Via the transverse load testing an allowable design.load is determined based on a factor of safety of 3 applied to the ultimate test load, Since the allowable design load is based on factor of safety of 3, allowable design loads on fiber -cement siding correlate directly to required design pressures for Aliowable 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 loads for fiber -cement siding are aligned with the w nd speed requirements in ASCE 7- 10 Figure 26.5-1A, Figure 26.5-1 B, and Figure 26.5-1C. Forthis analysis, to calculate the pressures in Tables. 3. 4, and 5, thetoad combination will be in accordance with ASCE 7-10 Section 2.4 combining nominal loads using allowable stress design, toad combination.7. Load combination 7 uses a bad factor of 0.6 applied to the wind velocity pressure. Equation 1, q= 0.00256'K,'K,'Ka'V2 (ref. ASCE 7 `16 equation K3-1;) q , velocity.pressure at,height z. K ; velocitypressure.exposure coefficient evaluated at height z Ky ,.topographic factor Ka , wind directionality, factor V , basic wind speed (a -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=Vm( (et 2012 IBC 8 2014 FBC Section 102.1 definitions). Vx , 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=q,'(GCP GCP) (ref. ASCE 7-10 equation 30.E-1) GCS , product of external pressurecoefficient and gust -effect factor GCp , product of internal pressure coefficient and gust -effect factor p ,. design pressure (PSF) for siding (allowable: desgn load for siding) To determine design pressure, substitute q, into Equation 3, Equation 4, p=0.00256'K,'K,'Ka'Vx'`(GC, GCp) Allowable Stress Design, ASCE 7-10 Section 2.4.1, load combination 7 Equation 5, 0.6D + 0.601 (ref. ASCE 7.1.0 section 2.4. , load, combination 7} D , dead load 1N , wind load To determinethe 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- = 0.61p] Equation 7, p, = 0.6'[0.00256'K,'Kr`Ka'V" (GCp GCp)] Equation 7 is used to populate Table 3, 4, and 5, To determine the atiowable.ultimate basic wind speed for Hardie.Siding in Table 6, solve Equation 7 forVu;, Equation 8 Vn=(p.,l0.6'0.00256`Kx'Kr`KL'(GCP GCp))05 Applicable to methods specified in Exceptions 1 through 3 of (2012 IBC; 2014 FBCJ Section 1609..1.1., fo determine the allowable nominal design wind speed (Vasd) for Hardie Siding in Table 6, apply the conversion formula below, Equation 9, V., = V,e'-(0.6)", fret. 2012 IBC.B 2014 FBC Section 1609.3.1) Vg , Nominal design wind speed (3-second gust mph) feet 2012113C & 2014 FBC SecLen 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 K, GC GC r 0- 15 0.7 0.85 1.03 h560 1 0.B5 1.4 0.18 20 0.7 0.9 1.08 1 0.85 1:4 0.18 25 0.7 0.94 1.12 1 0.85 1.4 0.18 30 0.7 0.96 1.16 1 0:85 1.4 0.18 35 0.73. 1,01 1,19 1 0,85 1.4 0.18 40 0.76 1.04 1.22 1.4 0.18 45 0.785 1.065 1.245 1.4 0.18 50 0.81 1.09 1.27 M11 1 A 0.18 55 0.83 1.11 1.29 1.4 0.18 60 0.85 1.13 1.31 1.4 0,18 100 0:99 1.26 1.43 h>60 1 0.85 1.8 0.18 xottttlrlit 0 GAlf1r, 24121 STATE lDF r OFt14P 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@j a meshardie-com Table 3, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds -Wind Exposure Category 6, Wind Speed (3-second gust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height (ft) B B B B B B 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 41J 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 63.7 25 14.4 15.9 17.5 19.1 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57:8 63.7 30 14.4 15.9 17.5 19.1 20:8 24A 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 25A 29.5 33.9 38.6 43.5 48.8 54.4 60.2 66.4 40 15.7 17.3 19.0 20.7 22.6 26.5 30.7 35.3 40.1 45.3 50.8 1 -56.6 1 -62.7 69.1 45 16.2. 17.9 19.6 21A 23.3 27A 31.7 36.4 41.5 46.8 52.5 1 -58.5 1 64.8 71A 50 16.7 18A 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 28.9 316 38.5 43.8 49.5 55.5 61.8 68.5 75.5 1 100 25.6 28.2 31.0 33.8 36.9 4&3 50.2 57.6 65.5 74.0 82.9 92.4 102..4 112.9 Tattle 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-second gust) 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 31A 36A 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 29.1 342 39.6 45.5 51.8 58.4 65.5 73.0 80:9 89.2 35 20.8 23.0 25.2 27.6 30.0 35.2 40.8 46.9 53.3 60.2 67.5 75.2 83.3 91.9 40 21.5 23:7 1 -2&0 1 -28,4 30.9 36.3 42:0 48.3 1 -54.9 62.0 1 -69:5 77.4 85.8 1 -94.6 45 22.0 24.2 266 29.1 31.6 37.1 43.1 49.4 56.2 63.5 71.2 79.3 87.9 96.9 50 22.5 24.8 27.2 29.7 32.4 38.0 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 6&2 74.2 82.7 91.6 101.0 60 23.3 25:7 28.2 30.8 33.6 39.4 45.7 52.4 59.7 67.4 75:5 84.1 93.2 102.8 100 32.6 35.9 39.4 43.1 46:9 55:0 63:8 73.3 83A 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-second gust) 100 105 110 115 120 130 140 150 160 1 170 180 190 200 210 Height (ft) D D D D D D D D D D D D D D 0-15 21.2 23A 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 86.4 95.7 105.5 35 24.5 27.1 29.7 32.5 35.3 41.5 48.1 552 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 1 -56.6 64.4 72.7 81:5 90.9 100.7 111.0 45 25.7 28.3 31.1 34.0 37:0 43.4 50.3 57.8 1 -65.7 74.2 83.2 92.7 102.7 1132 50 26.2 28.9 31.7 34:6 37.7 44.3 51.3 58A 67.1 75.7 B4.9 94.6 104,8 1.15.5 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 1D6.4 117.4 7.: 9.8 2. 35.7 3 45 7- - 53. 6 .8 9. 78.1 8 .6 9 :6 108.1 119. 100 37.0 40.8 44.7 48.9 53.2 62.5 72.5 83.2 94.6 106.8 119:8 133.4 147.9 163.0 Tables 3.4, and 5 are based on ASCE 7-10 and consistent with the 2012 IBC, 2012 IRC and the 2014 Florida 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 into@jameshardie.com Table 6, Allowable Wind Speed (mph) for HardiePanel Siding (Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3)e .11 \ 1i4t 1r1'1Gt A pJ'7 r`!!/ l Fi C.4x : 201218C, 2014 FBC 201218C. 2014 FBC t d yt' • "Ar,,,..! / met, STATER Q ` lfl717, • lT'f 11i11N 1114t Coefficients used in Table 6 calculations for tJ„,, Allowable, Ultimate Design Wind, Speed, V. , 3-second gust mph) Allowable, Nominal Design Wind Speed, vas°.. 3-second gust mph) Applicable to methods specified in [2012 IBC;Applicable4o, 2014 FBC] Section 1609.1.1. as determinetlp. 2012 IBC, 2014 FBC] F ures 1609A B. or C. 9 methods. specified in Exceptions 1 through 3 of [2012 IBC, 2014 FBC] Section 1609.1.7. Wind exposure category Wind exposure category Siding K, Product Product Thickness inches) Width inches) Fastener Type Fastener Spacing Frame Type Stud Spacing inches) Building Height"' feet) B C D B C D Allowable aig n Lload PSF) Ezp B Fxp C: ExpD ltn Ke GCp GC„ HardiePanei® 5916 48 6d common 6 2X4- wood Hem - Fir 16 0- 15 186 168 153 144 130 118 49.7 0.7 0.85 1.03 h560 1 0.85 1.4 0.18 20 186 164 149 144 127 116 49.7 0.7 0:9 1.08 1 0.65 1..4 0.18 25 186 160 147 14A 124 114 49.7 0.7 0.94 1_12 1 0.85 1.4 0.18 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 1.01 1.19 1 0.85 1-.4 0.18 40 178 152 141 138 118 109 49.7 0.76 1.04 122 1 0.85 1.4 0.18 45 175 150 139 136 117 108 49.7 0.785 1.066 1.245 1 0:85 1.4 0.18 50 172 149 138 134 115 107 49.7 0.81 1.09 1.27 1 0.85 14 0,18 55 170 147 137 1.32 114 106 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 0.18 100 1 139 124 116 1 108 96 90 49.7 0.99 1.26 143 h>60 1 0.85 1.8 0.18 HardiePanei@ 5/16 48 6d common 4 2X4 wood Hem - Fir 16 0- 15 233 212 192 181 164 149 76.7 0.7 0.85 1 1.03 h 60 1 0.85 1;4 0.18 20 233 206 188 181 159 146 783 0.7 0.9 1.08 1 0.85 1A 0.18 25 233 201 185 181 156 143 78.7 0.7 0.94 1A2 1 0.85 1.4. 0.16 30 233 197 181 181 153 140 78.7 0.7 0.%- 1.16 1 0.85 1.4 018 35 229 194 179 177 151 139 75.7 0.73 1.01 L1s 1 oss 7:4 0.18 40 224 192 177 174 148 137 78.7 0.78 104 1.22 1 0.85 1.4 0.18 45 220 189 175 171 147 1 136 1 -78.7 0.785 1.065 1.245 1 0.85 1.4 0.18 50 1 4 187 173 1 3 145 134 78.7 0.81 1.09 1.27 1 0.85 1.4 0.18 55 214 185 172 166 144 133 78.7 0.83 1.11 1.29 1 0.85 1.4 0.18 60 212 184 171 164 142 132 78.7 0.85 1.13 1.31 1 0.85 1.4 0.18 100 1 175 155 146 136 120. 113 78.7 0,99 1.26 1.43 h>60 1 0.85 1.8 0.18 HacdiePaneins 5116 48 6d common 6 2X4 wood Hem - Fir 24 0. 15 147 134 121 114 103 94 31:3 0.7 0.85 1.03 h560 1 0.85 1.4 0.18 20 6-7 130 119 32659 101 92 31..3 0.7 0.9 1.08 1 0.85 1A 0.18 25 7 127 116 5 98 90 31.3 0.7 0.94 1.0 1 0,85 1A 018 30 147 124 114 114 96 89 31.3 0.7 0.98 1.16 1 10.85 1.4 0.18 35 144 123 113 112 95 87 31.3 0173 1.01 1-19 1 0.85 1.4 0.18 40 141 121 112 109 94 86 31.3 0.76 1.04 1.22 1 0.85 1.4 0.18 45 139 119 110 108 92 86 313 0.785 1.065 1:245 1 0,85 1..4 OA8 50 137 118 109 1.06 91 85 31.3 0,81 1..09 1.27 1 0.85 1.4 0,18 55 135 117 108 105 91 84 31.3 0.83 1.11 1.29 1 0.85 1.4 0.18 60 134 116 108 103 90 83 31.3 0:85 1.13 1.31 1 0.85 1.4 0.18 100 ill 98 92 86 76 71 31.3 0..99 1.26 IA3 h>60 1 0.85 1:8 0.18 HardiePanel 5116 48 8d common 4 2X4 wood Hem - Fir 24 0- 15 182 165 150 141 128 116 47.7 0.7 0.85 1.03 IhS60 1 0.85 1A 0.18 20 182 160 1 146 141 124 113 47.7 1 0..7 1 0:9 1.08 1 0.85' 1.4 1,0181 25 182 157 144 141 121 ill 47.7 0.7 0.94 1.12 1 0.85 1.4 0.18 30 182 154 141 141 119 109 47.7 0.7 0.98 1,16 1 0.85 1.4 0.18 35 178 151 139 138 117 108 47.7 0.73 1.01 1.19 1 0.85 1.4 0.18 40 174 149 138 135 116 107 47.7 0.76 1.04 1.22 1 0.85 1.4 0,18 45 172 147 136 133 114 106 47.7 0.785 1.065 1245 1. 0.85 1..4 0..18 50 1 169 146 135 1 131 113 1 105 47.7 0:81 1.09 1.27 1 0.85 1.4 0.18 55 167 144 134 129 112 1.04 A7.7 0.83 1.71 1:29 1 0.85 14 0.78 60 165 143 133 128 111 103 473 0.85 1.13 1,31 7 0.85 1.4 0.18 100 137 121 114 106 94 88 47-7 0.99 1.26 1,43 h>60 1 0.85 1.8 0.18 HardiePanela 5116 48 4d, 0.091 in. shank X 0. 225 in. HD 1.5 in. long ring shank nail 4 edge 8 field 2X4 wood SG> 0.36 16 0- 15 144 131 119 112 101 92 30.0 0.7 0.85 1:03 h560- 1 0.85 1.4 0.18 20 144 127 116 112 98 90 30.0 0.7 0.9 1..08 1 0.85 1..4 0..18 25 144 124 114 112 96 88 30.0 0.7 0.94 1:12 1 0.85 1.4 0.18 30 144 122 112 112 94 87 30.0 0.7 0.98 1.16 1 0.85 14 0,18 35 141 120 11' 109 93 86 30.0 0.73 1.01 1-19 1 085 1A 0.18 40 138 118 109 107 92 B5 30.0 0.76 1.04 122 1 0.85 1.4 0.18 45 136 117 108 105 91 84 300 0.785 1.065 1.245 1 0.85 1A 0.18 50 134 116 107 1D4 89 83 30.4 0:81 1.09 1:27 7 0.85 1-4 0.18 55 132 114 106 103 89 82 30.0 0.83 1.11 1:29 1 I 0.85 1.4 0.18 60 131 113 105 101 88 82 30.0 0,85 1.13 1.31 1 10.851 1.41 0.18 100 108 96 90 84 74 70 300 0.99 1.26 1.43 h?60 1 10.851 1.8 1 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 LAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com 4 411t11€111fIPlftFti/f77I 20121BC. 2014 FBC 2012 IBC, 2014 FBC 24 1 ik Allowable, Ultimate Allowable, Nominal' Design Wind, Speed, Design Wind, Speed,f} 6.6 1 a, STOE!CFf Q 3-second gust mph) 3-second gust mph) i r M Applicable to methods in 12012 IBC, Applicable to metodsspecified p f{f 2014 FBC] Section through 3noE[2012hIBG11.6091.1 asdetermined -b tilHi ItSltil 12012 IBC. 2014 FBC] 2014 FBC] Section Figures 1609A, B,or C. 91609. 1.1, Coefficients use8:,in Table calculations for Y„ ,, Wind exposure category Wind exposure category Siding K. Product Stud Building Allowable Product Thickness Width Fastener Fastener Frame Spacing Height"-7 B C D B C D Design inches) inches)' Type Spading Type inches) feet) Loa LoadPSF) Exp a Exp C- Exp D Krt. i CaCp GC,. 0- 15 198 180 163 153 139 126, 56.6 0.7 0,85 1.03 h560 1 0.85 1.4 10.18 Min. No 8 X 20 198 175- 159 1.53 135 123 56.6 0.7 0.9 1.08 1 0.85 1.4 10.18 25 198 171 1.57 153 132 121 1 -56.6 0.7 0.94 1.12 1 0.85 1.4 0.18 1in. long Min. No. 30 198 167 154 153 130 119 56.6- 0.7 0.98 1.16 1 0.85 1.4 0.18 0,323 in 20 gauge 35 194 165 152 150 128 1.18 56.6 0.73 1.01 1,19 1 0.85 1.4 0.18 headX3.625 40 190 162 150 147 126 116 56.6 0.76 1.04 1.22 1 0.65 t4 0.78 HardiePanel@) 114 48 diameter 6 ir...X 16 45 187 161 148 145 124 115 56.6 0.785 1.065 1245 1 8-5 1.4 0.1E ribbed1.375 in 50 184 159 1 147 143 123 114 56.6 0.81 1.09 1.27 1 0.85 1.4 0,18 bugleheadmetal55 182 157 146 141 122 113 56.6 0.83 1,11 1.29 1 0.85 1;4 0.18 screw' stud 61 180 156 145 139 121 112 56:6 0.85 1.13 1.31 1 O.ES 1.4 0,18 100 149 132. 124 1.15 102 96 56:6 0.99 1.26 1.43 h>60 1 j 0.85 1:8 0.18 0- 15 146 132 120 113 102 93 30.6 0.7 0.85 1.03 hs60 1 0.85 1.4 1 0.18 Min. No 8.X 20 146 128 117 113 99 91 30:6 0.7 0.9 1.08 1 0.85 1.4 0.18 25 146 1.26 1.15 113 97 89 30.6 0.7 0.94 1.12 1 0.85a 1.4 0.18 1in. long X Min. -No. 30 146 123 113 113 95 88 30.6 0.7 0.98 1.76 1 0.85 1:4 0.18 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 headX3.625 40 140 119 110 108 93 85 30.6 0.76 1.04 1.22 1 0.85 1.4 0.18 HardiePanel-0 114. 48 diameter 6 in. X 24 45 137 118 109 106 1 91 85 30:6 0.785 1.065 1:2451 1 0.85 1.4 0..18 ribbed1..375 in 50 135 117 1 108 105 90 84 30-6 0.81 1.09 127 1 0.85 1.4 0.18 bugleheadmetal55 134 116 107 104 90 83 30.6 0:83 1.11 1.29 1 0 85 t4 0.18 screw' stud 60 132 115 106 102 89 82 3016 0.85 1.13 1.31 1 o.e5 1.4 0.18 100 109 97 91 85 75 70 30.6 0.99 1,26 1.43 h>60 1 10.85 1.1 0.18 ET& F 0-15 198 180 163 153 139 127 56.7 07 0:85 1.03 h!960 1 0.85 1A 018 20 198 175 160 153 135 124 56.7 0.7 0:9 1.08 1 0.85 1.40.18 0.100 in. 25 198 171 157 1 153 132 121 56.7 0.7 0.94 1.12. 1 0.85 1.4 0,18 knurledMin. No. 30 198 167 154 153 130 119 56.7 0.7 0.98 1,16 1 0.85 1.4 0,18 shank26gauge35 194 165 152 150 128 118 56.7 0:73 1.01 1.19 1 0,85 14 0.18 1.5 in. long 4 edge X 3.625 40 190 163 150 147 126 116 56.7 0.76 1,04 1.22 1 0 .85 1.4 0.18 HardiePanel& S/16 48 X 0.25 in. 8 field m. X 16 45 187 161 149 145 1.24 115- 56.7 0.785 1.065 1.245 1 0.85 1.4 0.18 head1 -375 in 50 184 159 147 143123 114 56:7 0:81 1_09 1.27 1 0.85 1.4 0.18 diametermetal55 182 157 146 141 122 113 56.7" 0:E3 1.n 1.29 1 0:85 1.4 0.18 pinstud 60 180 156 145 139 121 112 563 0.85 1,13 1.31 1 0.85 1:4 0.18 fastenee1. 00 149 132. 124 115 102 96- 56.7 0.99 1.2E 1-43 h>60 1 0.85 1.8 0.,38 ET& F 0-15 153 139 126 118 1.0798 33.7 0.7 0,E11'. h<_ 60 1 0.85 1.4 0.18 20 153 135 123 118 104 95 33.7 0:7 0 1 0.85 1.4 0.15 010t).in 25 153 132 121 118 102 94 33.7 0.7 0, 1 0.85 1.4 6.18 knurledMin. No. 30 153 129- 119 118 100 92 33.7 0.7 0. 1 0.85 1..4 0.18 shankX: 20 gauge 35 150 127 117 116 99 91 33.7 0.73 1. 1 0.85 1.4 0,18 1.5 in. long 4 edoe X 3.625 40 147 125 116 114 97 90 33.7 0.76 1. 1 0.85 1-4 0.18 HardiePanelan511648X0.25 in. 8 field in. X 24 45 144 124 115 112 96 89 33.7 0.785. 1.0 1 0.85 1.4 0>18diameter head1.- 375 in 50 142 122 113 110 95 88 33.7 0.81 1. 1 0.85a 1A 0.18 metal55 140 121 113 109 94 87 33.7 0.83.. 211 1:29 7 0.85 1:4 0_18 pinstud 60 139 120 112 107 93 87 33:7 0:85 1.13 1.31 1 0.85 1,41 0.18 fastener' 100 1 115 1 102 1 95 89 79 74 33.7 0:99 1.26 1:43 h>60 1 0.85 1.8 1 0.18 xrews snaii penetrateme melai framing aiieasr mree Tull tnreads. 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, 26.5-16, 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 16D9A, 1609E 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 [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 C&C Part 1 and Part 3: K,=1, Kd=0.85, GCP =1.4 (hs6G), 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. PROJECT RIO-2578-15 ENGINEERING EVALUATION REPORT FOR ATTACHING JAh-0ES HARDIE BRAND F.ISER-CEMENT PANELS, TO WOOD. _FURRING SOLUTIONS, - JADES HARIDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE . FONTANA, CA92S37 TABLE OF CONTENTS PAGE COVER PAGE r EVALUATION SUBJECT e. EVALUATION SCOPE 2 EVALUATION PURPOSE., 2 REFERENCEREPORTS 2 TEST RESULTS ! 2 TABLE AA: RESULTS OF TRANSVERSE LOAD TESTING 2 TABLE 18, ANALYSIS OF ALLOWABLE LOAD FOR #8 SCREW AT 10' O.C. 2 JUSTIFICATION C7F, UStI+GTHE RESULTS i?hI_LIGHT::GAU,GE..STEELFRAMING 2 DESIGN 1VIND LOAD PROCEDURES 3 TABLE 2, COEFFICIENTS AND CONSTANTS USED IN, DETERMINING V AND p 4 TABLE 3, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 4 TABLE 4, ALLOWABLE STRESS DESIGN C&C,PRESSURES EXPOSURE C TABLE 5,ALLOWABLE STRESS DESIGN -C&C PRESSURES EXPOSURE Q 4 TABLE 6, ALLOWABLE WIND SPEED (MPH)FOR HARDIEPANEL SIDING 6 AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN:COMPLIANCE VWTH THE < REQUIRbAENTS OF THE f SCE 7-10, THE 2014 FLORIDA BUILDING CODE, AND THE 2012 INTERNATIONAL BUIL6ING CODE, PREPARED BY' RONAL. D I. OGAIUASASSOCIATES, INN, 16835ALGON00 STREET#U3= HUN- rINGTON,5EA%H. CA 92649 714 32 25,02": 714- 847.4595 RONALD 1. OGAMASSOCIATES. MC. M ALGONDLqN STREET #443 HUMINGTON SEACK, CA 02549 T) 71 A-2S272W2, IF) 714-,S47-4555 PROJZ-CT,, RIO-2578-15 EVALUATION SUBJECT Hariliell'an,90 Siding Jams Kai4e ProdudTrads Nimes covamd In this evetuatlon; iiarwePaneW SWh;, CtmparAO Siding, Prevail*' Panel Sem; EVALUATION SCOPE. 2014 nords Building Codit 7012 tMerrmtidnal BiAldiry coda: 2012 InWnuiional ResidertUal Code EVALUATION PURPOSE, nis snatimis is to dawmine the maid mum &svn a-wcond gWwin6 speed to be resisted by an ease by M"V2fCP2mG;, P3 Pa fW11 sldin2 ta ubrm V to W--W Lwoan eithar Vse:W f-* mft won nails or, saaws, REFERENCE REPORTS; 1. Intertak Ptepad 102C2 OW 000-MiA, 7rwwv*r** boo. tort on Hardieloanel, TEST RESULTS: Table tr. Results of'Tianarsrse Lead Testing Frame' Fastener trimato Alb* At4 Test rh spar4'v spawn razzonor Ty;* Load Dat;;n Load: Rawn Number Auency iin.) vAdIt fhl fin.) and Dimensions CPSF) WS4 1 FaiL" Mode 1--- 02A3$3COQ 001A Ifftnal; 0 3m 4a 7X4 *vod atud. M, t-& oy 3.51 16 6 No, a X 125' knv) 0;3z3* HO I C-01 3,6 put] through ftradt M. IwideSPFkmingrLbbedbu* head stmws C2436- 500Q-W1A intorlok 0,3125 40 2X4 wood slud. 314' thick by 3-5- 16 a Ko 6 X 1.2S- kwV X 0M3- HO 131,4 421-8 ptiu L-T=2h 4& Sp'- hmft Abbed bu* head SOV" 1024' 243=00-001A Imortax 0,3125 As 2X4 wood stud, 3m. wcx - by 3,5- le 12 No 0 X. 125. " x 0,3zr Ho 06A 45 4 0-0 I Wme SPF U.TryI Added tuvo head 967vws 0. 3t25 48 2X4 wood stud. 3;4- track by 3,5' 16 6Imp 0. 0W, s"Znk x 0,21 F KD x I :5' 147, 6 vAV* SPI twain; ring &hani, r." 0. 3-M As 2X4 wood stud, Sig'b-Jzx by 3,S- 24 a NZ, 6 X, 1'75' WnQ X 0-12-3- H m 27,6 pia!,hm.;m wid. SpF hrnng robed bLqlC head #crewf 1.. AE f*516Md" -We inatz.:ad On f-JlrQ WVW- PWWWjM into %r* Irani A; P"MMI, 2, AtowaDta iced is 041onr-*d tram kith mate bad Cuv3ded by a tamer at WWI of 3, 3. Hardi6ftnel S.010 W,,Tpk" a411 ASTM C11 $6, Wsr4ard Sped0cavon ricer -Grade 1.1, T)ve A Nt "4tezms FFDrf.Gvm*w Fie Shmh, Table I b. Me tysis of Alin lots Load for 09 Screw at 10' D.f-, 98 Smmw S;p q Faslener Sraning fim) a 1 12 10 Frame fin, 16 Is 16 FastinerTrbutaryvem 09 1-3a 1AI Aix —. bid toad' ( 43-8 154 38-8 imalvisga! fwvwited (;,, 36,9 472 43.1 The Wiano r load fty *S sae* W IC' 0,C *= cab 10d 05 the OVV49t & L'M teSZ M& O'S W V &=' 1.- C.C, Tm Wvwa-"46 idad for iw scrowel the spacirval 10'0-C, Into furring can be cetwiatme byi*erpolaUng vwTwdm of same fastem, at 5- and 12'0'c sine L'G. tests ham szx;na Wiffle made ad www' PaF' mrougn im-11rA pan". Asshown inibb table. Lmatmable load fo(08 sc,*" imataped M 10'0,C, to woodfurriq is 38.8 Pat J..fification of Using Ow PosOU on UqM Gouge Steel Framing In the Subject vonfivLmons, as fasteners w" soticn&d to furrino, Y', 0*, go jhgewett* tu;m4 IS attached §Dwwd Or steal tr=oV Omf M altOV-ptneW var s wso Ica, caps:e, I's 0A project tr4rnws rvspomiw.;ty to ensume ate furring arwnment wtd tramin; mametw% % h" umic*mi LORI mpacjtxu RON LD L 00AiAASSOCIRTES, JNC. 16835 AL.GONOU7.N. STREET s4.43 HUNTINGTON BEACH, CA92&49 k714.272-,?602;:(F) 714-947455S PrZi, XCT; Rt0-257&15 DESIGN WIND LOAD PROCEDURES: Fibw+ ca oft s4rq trans wu toad capas=iri iw nd load caaacily) is detenn nod ua cmp ance teasav w =ns"mm0,toad national tes: mandams Via fiv tnnsvC sa +aiG tWs r a ato. a57e des gn mar is catfmitiatt based on a. tawvi 3ataty d, 3 a .y to the u±ixf ato taw toad.: Equatieft 1. ¢4=-0-R3256't'K='1C:'1f' {mf. AS.^..E7-;al e7ua&art 3:11„i-7j: qr . vatacty ,^rusasnb at hor tt x booty grezwxe mpoaum coe----wet evva%xated at tmgl:t:z: tap„grapfde faa;iar Equation 2; V, . wind cl rema wfty factor V , trrasicc wind'.€aced 344cond gut: MPH) as eWW:dm, -*d fmm 2012 IBC Rgures 16Mk. 9, or C' ASCE 1-10 F' .Vs 26 &I k 9, or 0 V-V. (rW , .?Ot2 is I: SccSon 1$02, f tleirt3an ; V,. , ul*"le dos;gn wind speeds as &e + 4 gn91 WFA) dcmmi, fmmv n1:2 ISO FV ures- I SSA,. 9, orO'SCE 7A0 F`4;u;vs 28S- <A a,.. a C- Equation 4.., a-CO.C.-GC.). grcr1. ASCE; 7-10 equw Lon 3416-11 C'-... ww,iuc4 d euurnai presvxe cae gig. and gust-e am- ta= GCr . on`a"t of intomai ptetsuro metfdrianf end gust<dsc2 tac3nr- P . Basin pr'aicti4a {PSFy far sldi^tp taApgraDie. etesgn bad 1GraL?ctjj To detaf ins despn owsure, aSzs2w q- aeo-Equamri 3, Equaiton 4, psfl,tYJi56" 34x'Kn i'..'Vr";v...-ifC,;} AA,v *_14& Stiv= t?esizt, ASCE 7•,f 0 Section 2 4,1,-faao VW.Wnv6onn 7 Equation S, 0,60. 0,6w {re,'. ASCE 7 s0 secxlrur 2,4, t, toad ccmtoratiar±771 O ,Loe d iced IN . `wind:. bad 70 deAyn'na the Atiakarkts Suess Desigtn f'fsss.'.+ra, axpty Ihr bad ta.-iw iw W rwindi imm Ec_ua:= 4 to a (dason pmwrt! ease:^•nS1, e,7uan;,n Equation 1, p,;a.=')-alp) Equation 7,. per: = i%.c'tq,tan25e`!L:-3Cw'!G`V.''iGC.-CL,:7? Ea+atart 7is users to popJane 154Ng! 9, d, 4r4 5, c dr:atm;» e the ava"We uri; nits la.sic, wr'd spod to, Han*# S &V, to Zaatc 6, sa' EgtM5," ? Ecr I,„w Equation a.. V. r'` iA... .@'O:DG256'a:,'tr,'Y„•(Cak GC,7i°} cabte to macs xs sx "ad i fxxpt orts ? ti)ravgh 3 of o; 2 tBC. an !£99`.t.; !e do e t xnc t e awa5dr p^unH sexy n:;ct spoad (Y as i; 7g, .tart e S o 9 it T 6. a 4ty t c ntrrx crJ eft Ml"*. Equation 9, V-- V. - ('ti-6f, P*f. 2012 tsc :mien 16M,3.1) IV— Ndr5 1ai Beware wend "ad 13-se=4 V.W mph:, ft , z `i2 i8C soct;or, 7602.f} C)Vt r- t SIO N AL _ RONALD 1, OCAW4.ASSOCIATES, INC, ISMS ALGONOU111.ST2EET043 HUNT[NGTON BEACH. CA 02649 T) 7 4-222-26C2. 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P ...C4' aD.`.YRC, ""Af R..tft4.ltrM!}eQni Tflta, t 1 Sxta.Lt - 4. Wzx bJtrq ltulr y.JrrJE:w ati.+p p.m a'yct, 4.. FUmt lirt'J^t tivS W S T:"Kt 1C P FwRi'W +iPL'\...."a rra.ri P.'ri m+'4^""P-p }J t r#` vi: a I tiPBA t-0F. UMITATIONS OF U5£; 1) ba Hem Vewbdy Q'i=oac ZOO. (RVIM its. Par Cowry Eiarde, t:-.^.t 15-4II 7Ai. RI , OGAW4 M=tkTSS. WC, W&ALCONCON S7REET,0443 h%JWff,lCT--i SEACH, CAMM JT) 711-252460Z P) 714-W-4WS PROZ:r"I'l foL1209-15 AWES pt.icq Thi*— S"'V, flaw. 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Ito M A lit 1 91, cx 1- 0 • kl I Tw' t tfi S Ca, co ja a f77 v2 r R 7" Nil ZF It, 177 odi I I o Wl 4p ILA vIOSiM1L[ I tf If I"s Zo D6 15i1. 1-6 1,4 So 1 a, 66 43 cx O.W Ilo t Al ii, 117 1 M 140 1 jIr v.Ae 138 7t3§ le o ba I 131 115 W I H 1J6 111 c7- Im i a% I cw 1 3 x I I o E Y-to CtM 30 Z&' N" 1 ani wtat.l'4-l''.-14"...W--'fta . p-acl 14" T. FW 7W4="WZ?A" aW- f- 1 J,- V * 004 owwr 0 '. Aa v p.. P" A!Mv w p- voc Pli.l - Ox 04-2- " -..w UMITA, nms oF usE., I I III Mgt ZD (WAiz) ftw gw M*n;-Dde. C--Iy Fwia., moo 11 REPORT NUMBER: 102024363COQ-OOIA ORIGINAL ISSUE DATE: April 1, 2015 REVISION DATE: April 30,2015 EVALUATION CENTER INTERTEK TESTING SERVICES NA LTD. 1600, BRIGANTINE DRIVE COQUITLAM, BC VSK 7C1 RENDERED TO JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA.. CA. 92337 PRODUCT EVALUATED: HardiePane)O EVALUATION PROPERTY: Transverse Load Testing 0 SIATE F tj ONAL Report of HardiepaneW 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 repot z',- for the eKcfusive use or. In tert a k's Cient a r4d J;I A, I o Ole a g, eement oe-'Ween !nt-r'ek and ;,Is clie ;7t. Plterte- Ws nesPanslbW4 and <W'hffiv are bnijteg to Me te, - M, "a' 'T C, -i . 0ndkidnf - tt e aoreement- 1Piertek as.,wrnes no habirty to a"7y paftye oale zllu'n to , !"76 Client irT VvQ.h the agreen-lert, for any exioense or d-amageoccasiooriei .6,y nhe U.Se z", ttls report, Or.,41 t"}e ciie"t i, a't'hwze(y to copy or 6'stribvte thia rep-t anci thee? on; 'y it its aware :y. Any LiSe of the ro'ertek name or one of i ma"A3 for the saie or adverti.semer'l of the ne-stod projact Dr srervice must Arst be apprzneei< .,n w-riting tv Inte,lek. The and te-s,.re,SWts ir, this report zrTc nelevan' nn/y to the &-arnp)e tested, T77iS feDOr, DY it9effd0-- Pat i,7;01Y That the fnater'X. Produa, it sere icce ?s or h--s ever been Under a:r.Irrfertek certifizatjon prcq.—m. I Table of Contents 1 Table Of Contents .......... -....... --- ... _..................... u Introduction ............... --- ........................ 3 3 Test Samples ........... ....... ....................... ___....... ...... .-.................... _...... 3 3.1- Sample ec§on-~-..~._._-............. .~~~_-^---__........ -__._-_-....... --- ....... -'3 3.2~ Sample And. Assembly Description ............... ........ ......... ...... ~~._.......................... O 4 Testing And Evaluation x8otxods........................ ----- _... .... ....... ---,.~~~-^~__............. 3 4.1, Conditioning ... ......... , --- ... .................... ........ ..... _._------ 4.2. Transverse Load...-~._~____,~~~~~~~~~~. 6 Testing And Evaluation Rewmets~................ --- ........................ _-'_--....... 5 5.1. Results And Observations ~........................ ---- ................. -,~^-~_~~.~........... ~~~~5 8 Conclusion- ...... -._^....... ___,~-~.~^—_—~._.-...,-_' G AppendixA Transverse Load Test Data ......... .......... ,......... _--___........ _~-.......... 1TPages AW Florida Product Approval HardiePanel'' Siding For use inside HVHZ: c 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. NardiePanelo, ( es art e Vertical Siding EFFECTIVE SEPTEMBER 2013 INSIA LAHON F'.EQUIREMENR S RESIDENTIAL S NGLE FAP:i!LY ONLY - PI3'MED & COILLOR ?LU 0 PA 7DUCTS visit y:ia^ eshardia.rom for the most recent version.. SMOOTH - CEDARMILL° • SELECT SIERRA 8 o STUCCO IMPORTANT FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRr TEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS, INSTALLATION OF HZ10TM PRODUCTSOUTSIDE AN HZ10" LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 91HARDIE) STORAGE &. HANDLING: Store flat and keep dry and covered prior to installation. installing siding wet or saturated may result in shrinkage at butt joints. Carry planks on edge. Protect edges and corners from bwkage, James Hardie is not responsible for damage caused by improper storage and handling of the product. A CUTTING INSTRUCTIONS OUTDOORS INDOORS 1. Position cutting station; so thai mrind will blcv dust array from user 1. Cut only using score and snap, or shears (manual, elect is or pneumatic). and others ;n +rorking.area. 2. Position rutting cation in welt -Ventilated -area. 2. Use one of the follavino methods: a. Bes" i. Score ane snap it, Shears (manual, electric or pneumatic) NEVER use a power saw indoors b. BBi`,zr I. Dust redu ng circular sat, equipped voith.a NEVER.use a circular saw blade that hoes norcarty the HardieBiade saw blade trademark HardieBlade- saw blade and HEPA vacuum extraction NEVER dry sweep — Usewat suppression or HERA Vacuum. c. Good: i. Dust reducing circular sa:r wit a HardieBlade savo blade only use for low to moderate cutting) Important Note: For ma)dmum protection (largest respirable dustprodxtion), jamas Hardie recommends always using"BesC-level cA,ng:methoiswhere feasible. NOSH - approved respirators can be used in con ;unction with.above Erring practices.to furthe reduce dust exposures- Additional aposure information is available at wsAmiameshardie.corn to help you determine the most appropriate cutting method for your job rat(uI eleet Its. r GO'f ern still e);ists about exposure levels or you do not comply with the abov+e.practic-_, you should always consull a qualified industrial hygienist or contact James Hardie for further information. so i(F GENERAL REQUIREMENTS: These instructions to be used for residential single family installations:only. For Commercial./ Mufti -Family installation requirements go to vn4 w:JamesHardieCommercial.com Har- diePanelivertical 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 (rainscreen`furring) as a best practice. Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at tAAwv:. iamehardie.com A water -resistive barrier is required in accordance with local building code requirements. The ivater-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 HardieWrapO Weather Barrier, a non -woven non -perforated housewrapl , which complies with building code requirements. ai When installing James Hardie products all clearance details in.figs. 5,6,7,8,9J0&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 orTrim applications. Some application are not suitable for GolorPlus. Refer to ColorPlus section page 3. DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardiest Products. For larger projects, including commercial and multi -family projects where the span of the wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin 8 " Expansion Characteristics' at wvvw.JamesHardie.com. INSTALLATION: Joint Treatment Fastener Requirements • Vertical Joints - Install panels in moderate contact (fig.1), alternatively Positionfasteners3/8"from panel edges and no closer than joints may also be covered with battens,:PVC or metal jointers or. 2" 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), Framingmustbeprovidedathorizontal.and vertical edges for nailing. Figure 2 Figure 3 HardiePanelverticalsidingmustbejoinedonstud. water-resisth-e:barrier .water -resistive barrier Double stud may be required to maintain minimum edge i a x a stud vvatar-resistive v tcr rr5 stive i -_ 2 z.4 stud flailing distances. barrier I HardiePanel vertical . siding moderate contact Batten Joint "H" Joint water resistive barrier i, Zw- leave appropriate gap betv ea_n paneis, then caulk - Caulk Joint 1vot applicable to GolorFiue Finish) Apply caulk in accordance with caulk man racturer's written application instructions. r For additiona' information on HardieWrapn,4 Weather Barrier, consul: James Hardie at 1-866-4Hardie-or %%%%hardiewrap.corn upper pagel upper panel I: Donpt t/° oar Doc riot f;4"gap: Caulk Caulk Z- flashlrg t Z-Itashing. tlecoratiw band beard r-- lower lower panel panel Figure 4 Recommendation: When I installing Sierra E, providc. a double slud at panel j joints to avoid nailing 1 . ' 111 J/ throughgrooves. WARNING: AVOID BREATHING SILICA DUST James Hard e'• aroducLs contain respirable prps:a(ine s Inca which is known to he State of Cal f rma to ezusc cancer and is considered oy IAROand N CSk in be a siuse 01. cancer from some occupational sources. BreatNrg excessive amounts of., esoirabie silica dust can also Cause a disabling and patcMi0y fatal lung disease cali,?d silicoss, and has peen linked wiT.othe-diseases. Sam, studies .suggestsmoking. may increase these i.,s. During InSttlatlor or Oand'ing;-(t,l work In olddoor a."ea5-\mirth ample uen:ilation, {2 use inter cement shears for cutting ar, :where not feasible, use a HardieBiade" saw ann-dtsb raducing circular saw attached toa.He°k vacuum; 3) ;wars others in the immediate area; (4).wea- a groped) -tit ed, P IOSH-approveo dust mask or respirator (e.g. h 9'5) Inaccordance veith applicable government regulations and manufactures Instructions to furtnerlimh respirable silm exposures. During clean-up, use H PA vacuums cr wet cleanup methods - never dry sweep. For further information, rater to our installation instructions and Material Safety Data Sheet available at er.!%v. jamzshardie.com orbr calming ?-a0u-9NARDIE i1-agG-942-73431. FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTP,U71ONS MAY LEAD TO SERIOUS PERSONA_ INJURY OR DEATH. rtmj HS1236 - P1/ 3 1/13 CLEARANCES Install siding and trim products in Maintain a minimum 1 " compliance with local building code 2" clearance between requirements for clearance between James Hardie" the bottom edge of the siding and products and paths, the adjacent finished grade, steps and driveways. Figure 5 stud Figure & siding : l 4-c. rn 3i. 3 bot,orn concrete 6° min I foundation Maintain a minimum 1"Dap tet een gutter end, caps and siding &trim. Figure S sidinc gutter and end cap Maintain a minimum 1" - 2" clearance between James Hardie products and decking material. Figure 7 At the juncture of the roof and vertical surfaces, flashing and counterflashing shall be installed per the roofing manufacturer's instructions. Provide a minimum 1 "- 2" clearance between the roofing and the bottom edge of the siding and trim. F min. Maintain a 1i4" clearance between the bottom of James Hardie products and horizontal flashing. Do not caulk gap. Refer to fig. S on page 1. Do not bridge floors with HardlePanel siding. Horizontal. E{ICK(iUT FLASHINGjointsshouldahvaysbecreatedbetweenfloors (fig.10), Because of the volume of water that can pour down a slopedWater- Resistive roof, one of the most critical flashing details occurs where a Figure 10 Barrier i i Framing roof intersects a sidewall.. The roof must be flashed with.step flashing. Where the roof terminates, install a kickout to deflect Horizontal i Trim Flooring water away from the siding. It is best to install a self -adherings`f+iI. i membrane on the wall before the subfascia and trim boards six are nailed in place, and then come back to install the klCkollt: 1• K Figure 11, Kickout.Flashing To prevent water from, damping behind the siding and the end of the roof r= , Sheathing intersection install a "kickout" as required by IRC code t ? R905.2.8.3 : `...flashing shall be a min. of 4" high and 4' fascia HardiePanel wide." James Hardie recommends the kickout be angled between 100' - 110' to maximize water deflection BLOCKED PENETRATIONS Penetrations such as hose bibs and holes 1 Yz° or larger such as dryer vents should have a block of trim around point of penetration. GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized', or stainless steel: Eiectro,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 it 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. 5) 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 orplynuood should only be used when traditional framing is not available. Do not use aluminum fasteners, staples, or clipped head nails. Snug FlushG-71 it .., fillCountersunkladdnail Figure A Figure B do not under drive nails DO NOTSTAPLE Figur 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. It setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammier - Does not apply for installation to steel framing). HS1'236 - P2l3 8f 13 CAULKING For best results use an Elastomelic Joint Sealant complying with ASTM:C920 Grade NS, Class 25 or higher or a Latex.Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the. caulking/sealant manufacturer's written instructions. Note: OSI Quad as well as some other caulldng manufacturers do not allow tooling. DO NOT caulk nail heads when, using ColorPlus products,.refer to the ColorPius touch-up section CUT EDGE TREATMENT PAINTING Caulk,, paint or prime all field cut edges. DO NOT use stain, oivalkyd base paint, or powder coating on James HardieF, Products. James:Hardie products James Hardie touch-up kits are required I must be painted within 180 days for primed product and 90 days for unprimed.100% acrylic topcoats are to touch-up ColorPius products. recommended. Do not paint when wet, Forapplication rates refer to paint manufacturers specifications: Back -roiling is recommended if the siding is sprayed. COLORPLUS' TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling and cutting James Hardie© ColorPius© 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 ColorP.lus8 Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardiePanel" siding with ColorPius 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 ColorPius-' product dealer.. Treat all other non -factory cut edges using the ColorPius Technology edge coaters, available from your ColorPius product dealer. Note: James Hardie.does not warrant the usage of third.party touch-up or paints used as touch-up on James Hardie ColorPius 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 ColorPius Limited Finish Warranty. The following outlines the recommended applications for ColorPius and Primed panels. Not all designs will be suitable for every application-. Exposed fasteners or battens is the recommended application for ColorPius panel products Do not use touch-up over fastener heads for smooth ColorPius products - primed panel recommended For ColorPius panel applications that require fasteners in the field; it is acceptable to use touch-up over fasteners for Cedarmill and Stucco panel only, but correct touch-up application is important. Some colors may show touch-up when applied over fasteners. Trim is recommended to cover joints when. appropriate. PAINTING JAMES HARDIE' SIDING AND TRIM PRODUCTS WITH COLORPLUS" TECHNOLOGY When repainting ColorPius 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, rPepriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain, oil,/alkyd. base paint, or powder coating on James HardieO Products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature RECOGNITION: In accordance with ICC-Es Evaluaton Report ESR-1844, HarulePa ielOs verivil siding is recognized as a suitable alternate to Itiar, specified in: the 20pG20D9, & 20121ntaTaboral Residential Code for One -and Two-Fmily Dwellings and the 2006, 2009, & 2012 Inte.matioral Bidding Code. roar ePanel vertical sidqng is also recognized for applic.aton n' ilia following: Ciiy of Lis Angeles Resew tin Report No,24862, State of Ronde listing FL9889 Dace County, Florida NOA No. 02-0729.02, U.S. Dept. of HUD Nlatenals Release 1263c, Texas Department of Insurance Product, Evaluation EC-23, Cit, rs New York: ME4 223-93-M. and California DSAPA 019. These documents should also be consulted for additional irfonnation concernin_, the suitability of this product for specific applications. v 2013 James Hardie Euiidina Products. .All rights reserved. ry TIA SM and F denote trademarks or registered trademarks of Additional installation Information, James Hardiere hnolog+ Lim JLimitedGisregisteredWarranties, and Warnings areaval;ableat a es aE• ie trademark of James Hardie Tecrinoiogy Limited. www.jameshardle.com HS1236 - P3/3 6/13 M IAM l•DADE INITAMI-DADS COUNTY o PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADINMNISTRATION DIVISION T (786) 315-2590 F (786)115-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/econorny James Hardie Building Product, Inc. 10901 Elm Avenue Fontana, CA 92337 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is detennined 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" Plaulcs and Panels Fiber Cement Siding and Soffit APPROVAL DOCUMENT: Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSofiit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I.Ogawa, P.E., bearing the Miami -Dade Count), 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 steal I 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 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAMI;2ADe COUNTY NOA No. 15-0122.04 FJW.. , Expiration Date: May 1, 2017 Approval Date: April 9, 2015 03'30 lip tS Pan 1 James Hardie Building Produc6, 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) Uniforrri 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. C. Q E. F. 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. CALCULATIONS 1. None. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) MATERIAL CERTIFICATIONS 1. None. STATEMENTS 1. Statement letter of code conformance to the 5t11 edition (2014) FBC issued by Ronald I. Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald 1. Ogawa, P.E. O3 /30 IS 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 PRODUCT DESCMPT10N WALL LENGTHSEE HardiePanel®, CernpaneM, & Stud Spacing at 15' O.C. DETAIL A Prevail® Panel Siding materials are nonasbestos fiber -cement products I - r 518" thick 15 ply APA rated tested in accordance with ASTM T------- -- - - _,,= -'_ --= h attun 'n i ,a+'` dGAiq ptywaad s e g' C1186 Grade 11, Type A and meeting i • tacit • f.,. accoxlance with Florida the requirements of the Florida i .•' E( 1 Building Code Section Building Code. 2322. 3 ffiF t at PANELDIMENSIOAts Water - resistive Width Length Thickness WAS i ff_j I ' i l barrier per Florida 4 8,9,10' 5/16" 3EIGHT fli' 1 y Building Code Section 1404.2 DESLGN PRIESSURE RATING i --`' 2' X 4„ 5 P-F Installation Design Pressure NIt i wood Studs Wood Studs -76 psf Impact Resistant- s HardiePanel, Planks installed over 5/8" thick / 5 ply B F-= SECTION B-8 Cempanel, APA rated plywood sheathing Nails at 16" O.C. (typ.) Prevail Panel 3/ 8" Minimum Edge Distance Siding DE TAI.I.._A tie sheathing fastener, as described in Note 1 Panel fastener, as described in Note 2 iHardiePanel, Cempanel, Prevail Panel Siding u viar Pt CasedV61 8,, 11 Water - resistive barrier per Florida Building Code Section 14042 5 ply APA rated sheathing fastened in accordance with Florida Building Code Section 2322.3 2" X 4" S-P-F Wood Studs The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. HARDIEPANE4, PEMPAN'El-, QREVAK- PANEL SIDINGhlS e 1TAL1 ATTUN >?EPA,ILS manufacturer' s Allir>+stal ation shall be done in conformance with this Notice of Acceptance, th installationrecommendations, and the applicable sections of the Florida Building Code. WoodstudswhereHardiePanel, Cempanel, Prevail Panel Siding will be installed shall be designedbyanEngineerorArchitectpertheFloridaBuildingCodeandtherequirementsof this MOA Note1] 5/8" thick / 5 ply APA rated plywood sheathing shall be attached to the studs in accordance with Florida Building Code Section 2322-3. d cod sheathing suppartet Thesidingpanelsshallbeinstalledover5/8' thick 15 ply APA ratep by aminimumof2"X4" S-P-F wood studs spaced a maximum of 16" Q.C. Note 2] The siding panel fastener shall be a 2" long, 0.223" head diameter, 0.092" shank diameter, corrosionresistantsidingnail; the fasteners shall be spaced at 6" O.C. at panel edges and intermediatestuds; the fasteners shall be driven through the 5/8" thick / 5 ply APA rated plywood sheathing into wood studs located at 16" O.C. Fasteners shallhaveaminimumedgedistanceofXB!' and a minimum clearance of 2" from comers. Phone: 9U94 bb-WILIt, 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 DWG NO I REV SIZE NO pNL-PLKSOFF A I ( SCALE 1/ 2" = 1'-0" I Date_ 4/24t2013 IsHEET -- 1 OF 12 Fastener Spacing per Florida Building Code.Section 2322.3 FRAMING NOMINAL 2" X 4' S-P-F WOOD STUDS 16" O.C. FASTS WITH 3-1/2" 16d COMMON NAILS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE S_H__EATHING NOMINAL 5I8" THICK / 5 PLY APA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA BUILDNG CODE SECTION 2322-3 CLADDfN THE PANEL IS FASTENED WITH 2" LONG, 0.223" HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION RESISTANT SIDING NAILS, PLACE NAILS 6" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Fastener Spacing per Florida Building Code Section 2322.3 I U N121 cc`S8/0NA\- Cladding Framing Sheathing 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) WALL LENGTH Stud Spacing at 16' 0.C, s1_ i -I T7 WALL EIGHT i_ i DETAIL_ A REVSED We » ia de 1, 10 3/ 8" Minimum 4 1 10 I IfX" OG1 SEE DETAIL A 5/ 8" thick 15 ply APA rated plywood sheathing fastened to metal studs as described in Note 1 4- 1 No. 21 STATE OF Distance Nails at 6" O.C. (tYN Sheathing fastener, as described in Note 1. Panel fastener, as described in i Note 2 HardiePanelO Siding Water - resistive barrier per Florida Building Code Section 1404. 2 518" thick / 5 ply APA rated plywood sheathing fastened to metal studs as described in Note 1. Ltoga, 35/8" X 1-5/8" Metal C-stud The well and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. SF CTjONj--t3 Water - resistive barrier per Florida Building Code Section 14042 20ga, 3-5/8" X 1-5/8" Metal C-stud HardiePanel, Cempanel, Prevail Panel Siding PRQDUCT DESCRCPYiQi i, HardiePanel®, Cempanel®, & Ptevail® Panel 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, F? ANEL D MENSfO1JS Width Length Thickness 4' 8,9,10' 5/16, DESIGN P ESSUi2E_RA_T_!NG Installation Design Pressure Metal Studs -104 psf Impact Resistant — Panel installed over 6/8" thick / 5 ply APA rated plywood sheathing FIAI DIEPANEL,_CEMPAiJE1,PE-,EVAIL PANEL SIDG RJSTJ>LLA710N DETAILS All installation shall be done in conformance with i1Jthis Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Building Code. w 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 11518" thick 15 ply APA rated plywood sheathing shall be attached to metal studs at 6"00 at panel edges and all intermediate supports using a No.8-18, 0.315" head diameter x 1-1/4" long bugle head screw The siding panels shall be installed over 5/8" thick / 5 ply APA rated plywood sheathing supported by a minimum 20ga, Nominal 3-5/8" X 1-5/8" Metal C-studs spaced a 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 f 5 ply APA rated plywood sheathing into metal studs located at 16" 0,0. Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from comers. HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc- 10901 Eim Avenue Fontana, CA 92337 Rhone; 909-356- 6300 sue FSCM No Fax 909-427- 0634 A Creator: E. Gonzales SCALE' 112"= 1'-0" DWG NO PNL- PLK-SOFF Date: 4/24/ 2013 ISHEET 3 OF 12 6.00in. - I 6.Odin. I I I - I I II T 6,010in. PRODUCT REVIS 3;• as M-VIYm$ wi& the Fl os Bmldm ae A NO WExpext—, > 7 e Prodxu e nvea ERA.MINIQ FASTENEDNOMINAL WITH 5/8" WAF R HEAD SCREWS ( 8-1 STEEL D PER OP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SUEATHIPIG NOMINAL 518" THICK 15 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 1-114" LONG BUGLE HEAD SCREW CLADDING r THE PANEL. IS FASTENED WITH NO. 8-18,0.315" HEAD DIAMETER X 1-518' LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST FULL THREADS PENETRATING THE METAL FRAMING), PLACE SCREWS 6" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Cladding Framing Sheathing I ' I F GAa,a No. 121 o - STATE OF SIONA- FOR METAL TY LOAD NOT PART OFF T S APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FORTHEWOODSTUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVIE LOADS)RE HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 Phone: 909-3-5 6300 stzE FSCM No Fax 909-427-0634 A Creator. E. Gonzales SCALE 1" DWG NO PNL- PLK-SOFF Date: 4/24/2-013 SHEET 4 OF 12 1 M SEE PRODUCT DESC IP WALL LENGTH DETALA HardlePlanklD, CemplankS. & Stud Spacing at 15" O.C. Prevail® Plank Lpp Siding materials B .4-- y APA are nonasbestos fiber -cement518"' thick 15 Pl products tested in accordance- withratedplywoodASTMcl186GradeIt, Type A and sheathing in meeting the requirements of the 1 accordance with Florida Building Code. a Florida Building Code as m6wyins wit'h'fi e Fivridis Section 2322.3 PANEL pJMEhLqLMsi Water -resistiveBdW#* CA)& WALL Width Length Thickness 7: barrier perFlorida -.59-1/2 HEIGHTBuilding Code 042 pg5j 2LK PRESSUF RATING Section14CO° j=! 'Design Pressure r-vw I• Z, x 4r S-P-F Installation i ' \ Wood Studs Wood Studs 92 psf 17" Lap Siding impact Resistant - Planks installed over 5/811 thick 5 PIY Mails at 16" O.C.(typ.) i-i/4,6u)(5fiv APA rated plywood sheathing 3/ 4" Minimum Edge Distance B-8 thick starter strip De= TAILA Sheathing fastener, as g8BDIT=PL4N&_PEMEA.N.K,PR-EYA-1-L_LApS-1-DI.NS3jN-5i'(ALL-k Q]9-DETAILS described in Note I All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's sections oftheFloridaBuildingCode. installation recommendations, and the applicable s ding will be installed shall be designed by an Wood studswhereHardlePlank, Cemplank, Prevail Lap Si e FloridaBuildingCodeandtherequirementsof this N.0A Engineer orArchitectper [Note 115/8" thick 15 ply APA rated plywood sheathing shall be attached to the studs in accordance Siding fastener, as with Florida Building Code Section 2322.3. course of the wall with 1-iW wide described in Note 2 Planks shall be applied horizontally commencing from the bottom CO laps at the top of the plank such that the exposure area of each plank is :5 8-114" vertically. witb I Fbvida -1/2" long, 0.223" head diameter, 0.097'shank diameter, HardiePlank, [Note. 2] The siding fastener shall be a 2 8-114" O.C. vertically and 16" O.G. horizontally; spum No corrosion -resistant siding nail; The siding is fastened mliaiQa Cemplank, Prevail 518" thick / 5 ply APA rated plywood sheathing, fasteners r Lap Siding fasteners are driven into wood studs through y 314" from the bottom edge of the overlapping plank. are placedintheoverlappingareaapproximatelyXVertical joints shall be placed over studs. plywood sheathing supported by a Water -resistive barrier " The planks shall be installed over 5/8" thick / 5 ply APA rated p per Florida Building minimum of 2"X4" s_P_F wood studs spaced a maximum of 16" O.C. 9 Fasteners shall have a minimum edge distance of 318!. Code Section . 1404.2 HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING 5/9" thick 15 ply APA rated INSTALLATION DETAILS WOOD STUD CONSTRUCTION, plywood sheathing fastened in accordance with Florida James Hardie Building Products, Inc. Building Code Section logol ElmAvenue 2322.3 Fontana, CA 92337 2" X 4" S-P-F Wood Studs Phone: 909-356-WOO SIZE FSCM NO DWG NO Re 1 L 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 Creator. E. Gonzales SCALE 112"- V-0" 5 OF 12 compliance with the Florida Building Code. Fastener Spacing per Florida Building Code Section 2322.3 16 in. OC Cladding Fastener Spacing perFlorida Building Code Section 2322.3 0.75n TI' I • as oonV1ymgwithtb&Fkrk% quill CO& A,---MMnm No f3 d j 11. 0 TBy lPrpQutt cAt+aas s3.25in. 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 CLADDING PLANKS.OVERLAP 1-1/4" THE EXPOSURE 1S s8-1/4" THE PLANKS ARE FACE NAILED WITH 2-1/2" LONG, 0.223" HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION - RESISTANT SIDING NAILS, -PLACED 3/4" UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATIOI; Framing Sheathing PRMUcr ¢EvlsarD I • 1,,, s r y' r `. +U U as ao"i,r. with At Findai. AMMOSWCoiN*4 No. 121 B! =_ STATE OFProdwl 0/01ttA1- FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND'(GCCW LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) 1 Stud Spacing at 16" O.C. WALL LENGTH i1i as con p3yEDO Wi 2b d* F&XOa HadtCa e 1 HALL i r1EIGHT- h I Y adr Atodm[Y Cae sl i' r04 i i l l i I 6 rATq F- k' 3/4" Minimum Edge Distance Nails at 16" O.C. (typ.) SEE PF ODUC7 DESCI(PTj9 DETAILA HardiePlankS, Cemplank®, and 5/8" thick /5 ply APA Prevail® Plank tap Siding materialsarenonasbestosfiber -cement rated plywood products tested in accordance withsheathingfastenedASTMC1186Grade11, Type A and to metal studs as meeting the requirements of thedescribedinNote1FloridaBuildingCode. Water -resistive barrier per Florida PLAh1lt DIMENSIONS Bu7ding Code Width Length Thickness Section 1404.2 5 9-112" 12' 20ga, 3-5/8" X 1-5/8" DESIGN PRESSURE RATING Metal Gstud Installation Design Pressure HardiePlank, Metal Studs -92 psf mplank, Prevail SECTtO Lap Siding Impact Resistant — B i-1/4"tall X 5/16" Planks installed over 5/8" thick ! 5 ply thick starter strip APA rated plywood sheathing DEiAll.1 HARDIEPLA_NKCEMPLANK PREVAIL LaP S1 ING INSTALL ATIQiJ DE ALLS All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation Sheathing fastener, as recommendations, and the applicable sections of the Florida Building Code. described in Note 1 Metal studs where HardiePlank, CemplanK Prevail Lap Siding will be installed shall be designed by an PRVMUCT NISM Engineer or Architect per the Florida Building Code and the requirements of this N.O.A. g Vk9ift Note 1I 518" thick / 5 ply APA rated plywood sheathing shall be attached to metal studs at 6"00 at panel ss \ S-OJ Siding fastener, as described in Note 2 edges and all intermediate supports using a No.8-18, 0-315" head diameterx 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:!; 8-114" vertically. By 1 I Note 2] The siding fastener shall be a minimum No. 8-18, 0.3'15" head diameter X 2-1/4" long* bugle head . least 3 full threads metal framing); The siding ishfiwiOw" screw over metal studs (`or screw shall have at penetrating i HardiePlank, fastened s 8-1/4" O.C. vertically and 16" O.C. horizontally; fasteners are driven into metal studs through 5/8" Cemplank, thick / 5 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. I0 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 minimumWater -resistive 20ga, Nominal 3-5/8" X 1-5/8 Metal C-studs spaced a maximum of 16 O.C. barrier per Florida Fasteners shall have a minimum edge distance of 3/8'. L,- . Building Code Section 1404.2 CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS METAL STUD CONSTRUCTION 5/8"thick15 ply APA rated PRHARDIEPLANK, plywood sheathing fastened to James Hardie Building Products, Inc. IMmetalstudsasdescribedin 10901 Elm Avenue Note 1 Fontana, CA 92337 20ga, 3-5/8" X 1-5/8" Metal C-stud Phone: 909-356-6300 sizs FSCM NO Dwl3 NO REV The wall and soffit frames are to be designed Fax 909-427 0634 A PNL-PLK-SOFF 1 by the Architect or Engineer of Record in compliance with the Florida Building Code. Creator. E. Gonzales SCALE 1/2" = 1'-0" Date: 4/24/2013 SHEET 7 of 12 0.75in —.r- 6.00in. 1 h.00-- Cladding 6.00hoC as c agAya* wi:h the Mori& Dw-wos cO& Aomptftm No Fsniratko Daft e4110if 17Z. T Br - i Oak r.nc 58.25in. FRAMING 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 SHEATHNG 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 CLADQING PLANKS OVERLAP 1-114' THE EXPOSURE IS 5 8-114" it THE PLANKS ARE FASTENED WITH NO, 8-18, 0.315" HEAD DIAMETER X 2-1/4' LONG CORROSION - RESISTANT RIBBED BUGI E 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 Framing Sheathing 11, 11"- OGA C 0. 12, STATE OF 40RI"3 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 g Fontana, CA 92337 hone: 909-356-6300 SIZE FSCM NO DWG No Fax 90,427: 634 A PNL-PLK-SOFF 1 Creator E. Gonzales SCALE 1" = 1'-0" Date:4/24=13 7SHEET a OF 12 WALL LENGTH Stud Spacing at 16" O.C. Bt- I I I ii i !I WALL EIGHT B 318" Minimum SEE PRODUCT DESCRfPTION DETAILA HardieSoffltO & Cemsoffit® materials are nonasbestos fiber -cement products tested in accordance with ASTM C1186 Grade 11, Type A f` l and meeting the requirements of the Florida 1 Building Code. SOFFIT dIMENSION$ 2" X 4" S-P-F Width Length Thickness Wood Studs 4. 8' 14, pES1GN_PFZ SSURE RATING HardieSoffit, Installation Design Pressure Cemsoffit Wood Studs -70 psf Sf C7JON=B MODUCT REVISED Nails at 4" O.C. (typ.)pReot)cc REVIUSED - i-e w; thDistancemcce0yogwAilieFlwiftauit ' C,& Doming C'0& A. o Br Pn dud ft?xbc Pro&%a cb%* ofTrtfastener, 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. No_ V' 21 STATE OF 9o-•F OR10`-" sSIONA -; t i iARD1.SOFFiT C MSOFFIT PANEL I,KS7ALLAXJON_DETgILS 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 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 3/8" and a minimum clearance of 2" from corners. Creator. E. Gonzales HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 SIZE FSCM IM A SCALE DWG NO PNL-PLK-SOFF Date: 4/2412013 9OF12 REV 00in. l z Cladding Framing* 4.00in.1 - Bel" CO& silt mg Code ` \ AmPLe•W -4 A, rtn c a ! I , D7 Expia6mr, r rl - No, 121 i3.M4R+ raeRoi i?dc Pmax.cs Conwai ' [ STATE. OF FRAM— NG NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED WITH 3-1/2" 16d COMMON NAILS (2 PER TOP AND BOTTOM FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE CONNECTION) NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCI9ITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE GLADDI>`IG THE SOFFIT 13 FASTENED WITH 2" LONG, 0.223" HEAD HARDIESOFFIT, CEMSOFFI7 PANEL DIAMETER, 0.092" SHANK DIAMETER, CORROSION INSTALLATION DETAILS WOOD STUD CONSTRUCTION RESISTANT SIDING NAILS, PLACE NAILS 4" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337. Phone: 909-356-6300 SIZE FSCM NO Mnz NO RE Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator. E Gonzales SCALE 1" = T-0" Date: 4/24P2013 SHEET 10 OF 12 WALL LENGTH SEE Stud Spacing at 16" O.C. DETAIL.A 4----- WALL HEIGHT i i i I Nails at 6" O.C. (typ. 3/8" Minimum Edge Distance DETAI L_A Soffit fastener, as described in Note 1 4 HardieSoffit, Cemsoffit 1 209a, 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. PODUGT DESCREPTIOIJ HardieSoffrtO & 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. 20ga, 3-5/8" X 1-5/6" S E ITDJMENSIONS Width Length Thickness Metal C-stud retcemsofffit DESIGN PRESSURE RATINGDESIGN installation Design Pressure j. Metal Studs tto4,, e 0Gq SEGTIQN BBB , '-. PIZO7UCTREVLSED `, fPRt9LYfiCiC> EV19fD "SomoyiagwithtihcFRatidu wild tMe F otiir Building CO& e&idAt ca& w t rFa 13 3 I.G' 121 Aoce e eQe Abal E STATE OF AL ENiARD1ESOFFIT,_CEMSOFFI7 ANEL INS7ALLATIOt"DETAILS All installation shall be done in conformance with this Notice of Acceptan9ie'frS anufacturer's installation recommendations, and the applicable sections ofthe 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 1-50' 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 corners. Creator. E. Gonzales- HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS METALSTUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 SIZE FSCM NO owG NO REV A PNL-PLKSOFF 1 ISCALE' 1/2" =1'-0" Date: 4/24/2013 I SHEET 11 OF 12 MCDUCT REv1SED yid wpi ft nub& rR00UCr 1IiSD NO, / * 0 FI-i+/ 71 V2 1dadc ptoc9ad C,outt el '. . c SIN FssIOO e FRAMING NOMINAL 20 GAUGE 3-518" X 1-518" STEEL STUDS 16" O.C. FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE FASTENED 518" WAFER HEAD SCREWS (2 PER TOP NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) AND BOTTOMM 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 HARDIESOFFIT, CEMSOFFIT PANEL THE SOFFIT IS FASTENED WITH NO. 8-18, 0.315" HEAD INSTALLATION DETAILS METAL STUD CONSTRUCTION DIAMETER X 1,-1/4 " LONG CORROSION RESISTANT RIBBED S' BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 James Hardie Building Products, Inc. FULL THREADS PENETRATING THE METAL FRAMING), PLACE 10901 Elm Avenue SCREWS IT' O.C, AT PANEL EDGES AND INTERMEDIATE — ® Fontana, CA 92337 STUDS , Phone: 909-356-6300 SIZE FSCM NO DWG NO REV Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator. E. Gonzales sCAI,E 1" = 4'-0" Date: 4l24I2013 srtEr 12 OF 12 Florida Building Code Online Page 1 of 2 m-, "r t v -10 4 Arm BCIS Home Log In User Registration i, Hot Topics ? Submit Surcharge Stats & Facts s Publications ? FBC Staff BCIS Site Map Links Search db' r Product Approval USER: Public User Product Approval Menu > Product or Apolication Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL12194-R5 Revision 2014 Approved Aluminum Coils, Inc. 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Gareth Rahman grahman@aluminumcoilsinc.com Paul Frost 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.com Panel Walls Soffits Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 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 i Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R5 COI ALC15001.2 Evaluation Report 2014 FBC 04 T4 Soffits - FINAL.pdf Referenced Standard and Year (of Standard) Standard Year AAMA 1402 1986 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fE... 9/7/2017 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 i Method 1 Option D 06/14/2017 06/14/2017 06/19/2017 08/08/2017 09/06/2017 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 FL1.2194 R5 II ALC150Q1.2 Evaluation Report 2014 FBC Approved for use outside HVHZ: Yes Q4 T4 Soffits - FINAL.Odf 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 R5 AE ALC15001.2 Evaluation Report 2014 FBC Q4 T4 Soffits - FINAL.odf Created by Independent Third Party: Yes Back Ne# Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional 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: RE 0 Cfedit Card http://-,Arww. floridabuilding. org/prlpr_app_dtl. aspx?param=wGEVXQwtDquk24AUC%2fE... 9/7/2017 LI TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5T" EDITION (2014) Manufacturer: ALUMINUM COILS, INC. Issued June 6, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: . Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 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. ALC15001.2 FL12194-R5 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK r TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS ALUMINUM COILS, INC Soffits 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 16" FULL VENT 16" SOLID PANEL 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. 12" FULL VENT 12" CENTER VENT 1T-SOLID PANEL ALC15001.2 FL12194-R5 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK11ATECHNICALSERVICES. LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5th Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. tt tt n rl'r , Y R 2017.06.06ENSS No 74021 r 15:48:16 04'00' STATE OF ' 44/ • Al. p:•' : 0 R i. ` Zachary R. Priest, P.E. i S' trs'O(q; Florida Registration No. 74021 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 (8 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.2 FL12194-R5 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. A;y µ;5 .e 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 b. 12" T4 Soffit-4-inch o.c. Fastener Fastener Fastener Fastener Location l Location 1 Location 1 Location 1 c. 16" Q4 Soffit — 16-inch o.c. Fastener Location l f- Fastener Location l ALC15001.2 FL12194-R5 Page 1 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. q<CREEK TECHNICAL SERVICES, LLC d. 16" Q4 Soffit— 8-inch o.c. Fastener Location 1- Fastener Location Fastener Location l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 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 pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment 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 12F-1 Max. 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16 inch 0 dia. x min. 3/16- inch head dia. trim nail 40.0 24-inch o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-2 Max. Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 24-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 8-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. ALC15001.2 FL12194-R5 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, 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 psfl 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 long x 3/8-inch head diameter Wood 1/4-inch crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel' Wall Connection Eave Connection: System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- 53.3 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- 53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. 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 16F-3 Max. Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch x 0.072 inch dia. x min. 25.6 16-inch inch o.c. O.C. 3/16-inch head dia. trim nail 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. ALC15001.2 FL12194-R5 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 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 staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- 43.316-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. Three (3) 18 ga. 1/4-inch crown x 1- One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F-6 Max. 167inch Wood inch leg staples in diamond pattern Wood 1-inch leg staple spaced 4-inch o.c. and securing each panel finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. lap inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width tPsfl Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch 16J-1 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. ALC15001.2 FL12194-R5 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width Psfl Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment : Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 801-90 diamond pattern nch x 7d ring inchOne ( 1) min. 1.75-inch in o.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 staple spaced One ( 1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One ( 1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0. 072-inch diameter 80/ 24F- 2 12- inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/ 16-inch head spaced 16- inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. One ( 1) 18 ga. 1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No. 2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One ( 1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0. 072-inch diameter 80/ 24F- 3 12- inch Masonry inch long T nail rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/ 16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. ALC15001. 2 FL12194-R5 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. L 3ro1 CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Panel Attachment Fascia Cap Attachment Substrate Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.114- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c, securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond pattern inch x 7d ring inch o.c, and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One (1) min. 1.75-inch each panel lap 16-inch o.c. 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 16 inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.2 FL12194-R5 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psfl Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch. diameter 24F-6 Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 16 inch spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.2 FL12194-R5 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK 6. 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 Psfl Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga.''/- One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch 1) min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. 60 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75- 8-inch o.c. 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga. Y<- anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.c. and finishing nail with min. 53.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d securing each panel 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75- lap 16-inch o.c. 24 inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC 15001.2 FL12194-R5 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. t s . CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. I Installation Detail 12F-1 & 12 F-3 Min.. VVI hea,-J d1a. nwil wit', tn'in., 1,14" ruA.n 4.097" r7a.,t. "a;'-troil. pA: a'tijlr 1W.J.] wit It rrin. 5,' 4" ell, rr: block. .at0.ara tcr.-. i;.;}, i, lia::;ec azi no-,d nbt vy, ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL wonrl., cdiYcn c;a rr ril ock. Iu FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 1 2' PIECE SOFFIT & FASCIA DETAIL ALC15001.2 FL12194-R5 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 4 CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail i „' SOFFIT STAPLE OPEN RAFTER DIAMOND PATTERN 3/4" X 1/4" DETAILCROWNSTAPLES11 lI USING A DIAMOND t srts PATTERN FACIA BOARD i FASCIA CAP 12 F-2 3/4" X 1/4" CROWN FACIA BOARD 1-3/4" TRIM NAIL. 8" STAPLE ON CENTER 1-3/4" TRIM NAIL] PAINTED S,S. F" CHANNEL CAN BE PAINTED S.S'; 48" FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4" X 1/4" GOWN CROWN STAPLE SOFFIT max. 12-arch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001.2 I FL12194-R5 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. CREEK11ATECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER SOFFIT STAPLE DIST ,' ; DIAMOND PATTERN I i FACIA BOARD 1 . ..,.._, 3/» rveeni DETAIL t sr;w,ts 3/4" X 1/4" CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-1 3/4" X 1 /4" CROWN STAPLE `$" ON CENTER 1-3/4" TRIM NAIL J—CHANNEL 1-3/4" TRIM NAIL PAINTED S.S. screwed to soffit PAINTED S.S. d$" 1/2" x 3/8" Bead O.C. diameter screw, WOOD OR BLOCK SUBSTRATE SOFFIT --max, 12-inch span FACIA BOARD FASCIA CAP 3/4" X 1/4" CROWN STAPLE SOFFIT & FASCIA D ETAI L ALC15001.2 FL12194-R5 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. yyy CREEK' 4 3 TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail i 1 J" TRIM NAIL FASCIA @QARtl PAINTED S.S. FASCIA CAP iOfFIL CROWN STAPLE OPEN RAFTER FASCIA BOARD li OA. 516` I-NCiI 16F-1 SOFFIT &FASCIA 16F-5 RE DETAIL FASCIA CAP; REFER TO SOFFIT L FASCIA DETAIL F" CNANNEL SOFFIT: MAX, 16" SPAN MASONRY SUBSTRATE ALC15001.2 FL12194-R5 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. f air is CREEK TECHNICAL SERVICES, LLC System No. Installation Detail T+1 in. / " head di:a. nail with min,, 1',1" en%tatiement(forWood--stibst.rate) or min. 0.097" did.: T.-hail. or s5ub nail with min. 5J8" or, gagwent (for concrete, or bl.ock:.sulisrrate) apnc ed 'as n_>tad ahwe . 16 F-3 FASCIA SLIP BOARD FASCIA TRIM SOFFIT ( OVERHANG WIDTH VARIES) F" CHANNEL Wood, Concrete yr Block Wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/ 8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1/4" t-- PAINTED S.S. 1 . 3/4" TRIM NAIL MIN. 5 NAILS PER 1.2' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001. 2 FL12194-R5 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK q S` "n E TECHNICAL. SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 3 g•a ` SOFFIT STAPLE OPEN RAFTER j STAPLES DIAMOND PATTERN 3/4" X 1/4• 1-1DEL TAPLESCROWUSINGANSDIAMOND --.. 3ie•KTVEEN/ STAPLES / 1 PATTERNFACIABOARDy FASCIA CAP 16 F-4 3/ 4' X 1/4' CROWN FACIA BOARD 8" 1-3/4' TRIM NAIL STAPLEONCENTER1- 3/4" TRIM NAIL PAINTED S,S. F" CHANNEL CAN BE INSTALLED WITH THE PAINTED S.S. 48" O. C. FASCIA CAP NAILING FLANGE UP OR 3/4" X 1/4' DOWN CROWN STAPLE. SOFFIT — max. 16-inch span WOOD SOFFIT SU6STRATE SOFFIT & FASCIA DETAIL ALC 15001.2 FL12194-R5 6of12 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. AiT. ' S7,t 4 CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1" TRIM NAIL i FASCIA BOARD PAINTEU S.S. FASCIA CAP SOFFIT 1"xj" CROWN STAPLEA I OPEN RAFTER I FASCIA BOARD I"xj" CROWN STAPLES SOFFIT & FASCIA USING A DIAMOND PATTERN; REFER TO DETAIL 16F-2 & SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASCIA CAP; REFER TO SOFFIT b FASCIA DETAIL 9 F" CHANNEL—'--." HANNEL 3/8 SOFFIT; MAX. 16" SPAN WOOD SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.2 FL12194-R5 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. CREEKLIATECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER ales SOFFIT STAPLE GIST I DIAMOND PATTERN I I FACIA BOARD ``--* •+—atST sSBETWEEN ! DETAIL y 3/4" X 1/4" CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J-1 3/4" X 1/4" CROWN ijS.1 STAPLE „8" ON CENTER CIA BOARD CHANNEL 1-3/4' TRIM NAIL P PAINTED S.S. 48" FASCIA CAP O C X 1/4" WN STAPLE SOFFIT=niax. 1(-inch span S WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALC15001.2 FL12194-R5 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or 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. g' CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I TRIM NAIL FASCIA BOARD PAINTED CROWN J' ' \ - I 14STAP FASCIA CAP ES SOFfl7 USING A DIAMOND PATTERN; REFER TO i"eJ," CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 124F-1 & 24 F-4 F-CNANI' WOOD SUBSTRA BOARD SOFFIT & FASCIA DETAIL CAP; REFER Fii !k FASCIA SOFFIT STAPLE DIAMOND PATTERN ALC15001.2 FL12194-R5 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail fi 1 }" TRIM NAIL ! FASCIA BOARD PAINTED 5.5. 1-}' SMOOTH SHANK I^' >> I FASCIA CAP ROOF RAILS SOFFti 9"K}" CROWN STAPLE 1 }` TRIM NAIL FASCIA BOARDPAINTEDS.S. SOFFIT & FASCIA 24F-2 & DETAIL 24 F-5 i"x}' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT L FASCIA DETAIL Nominal 1"x2" SYP Batten Anchored fo SOFFIT; MAX, 24" F-CHANNEL Rafters with one 14 Ring Shanh Nail at every Rafter WOOD SUBSTRATE ALC15001.2 FL12194-R5 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, t_L,C ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail T J- TRIM NAIL FASCIA BOARD PAINTED S.S. 146A {" T-NAILS `,; tea FASCIA CAP 50FFIT CROWN STAPLE 24F-3 & 24 F-6 F BOARD CAP; REFER - FIT L FASCIA SOFFIT & FASCIA DETAIL ALC15001.2 FL12194-R5 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. TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I }' TRIM NAIL FASCIA BOARD PAINTED S.S, 1"xJ' CROWN - STAPLES -FASCIA CAP USING A DIAMOND SOFFIT PATTERN; REFER TO \ CANTILEVERED 1"x}' CROWN STAPLE SOFFIT STAPLELE \\\\\\ DIAMOND PATTERN ., RAFTER DETAIL FASCIA BOARD 1 } rem NAIL SOFFIT & FASCIA 1,A1I4ED S.S. DETAIL. 24J-1 & I"z}" CROWN STAPLE 24J-2 I FASCIA CAP; REFER TO SOFFITS FASCIA DETAIL Nominal 1" x 2" SYP battens J..B scabbed betweenratters and SOFFIT; MAX. 24' I 3/8'' 1- CHANNEL secured with one (1) 7d ring sha0 nail straight-nnifed through the rafter into the end ,. WOOD SUBSTRATE of the batten or two (2) 7d / ring shank. nalle toe -nailed on either side of the botlern at the -- battern' rafler Intersection \ SOFFIT STAPLE DIAMOND PATTERN ALC15001. 2 FL12194-R5 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. RAT.=CREEK TECHNICAL SERVICES, LLC DESIGN VIAND 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. ALC15001.2 FL12194-R5 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. CREEK fir:" TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C D"esi n fNind-Pressures;for Soffits m; Exposure B 4 Building Mean Basic Wlnd 5 eed hi h Type. Zone R6of Hei ht ft 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 1 18.3 21.5 24.9 28.6 32.5 36.7 1 -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 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 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 5 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 ALC15001.2 FL12194-R5 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 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 4 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 Enclosed 60 1 -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 42.1 46.7 Enclosed 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 5 4 1 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 ALC15001.2 FL12194-R5 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. A CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wlrid,Pressures foi 5offits,in;Expnsur*b Building Mean Basic Wind S eed m 'h` hype, Zone Roof Hei ht ft 120 130 1.40 150 160 170 180 190 200 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 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 87.6Negative 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 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.75 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 ALC15001.2 FL12194-R5 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" —]: 3/8" J-Channel 3 / 4" — a- 1/8" HEM 7 3/4" ISOMETRIC VIEW 3/8" PROFILE ISOMETRIC VIEW 3/8" PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.2 FL12194-R5 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. a, xi CREEK TECHNICAL SERVICES, LLC Fascia 5 3/4" 7/8" 1/8" HEM 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.2 FL12194-R5 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. LCREEK11"A TECHNICAL SERVICES, LLC 16" Q4 Soffit 18" BLANK 6 PROFILE 2 175"TLF 1 01 000c o ALUMINUM COILS, INC Soffits Appendix D ALC15001.2 FL12194-R5 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 3 1/8" -7/8"3 1/8" 7/8"- 3 1/81, LL65/16" 1/2" 1/21, 112" 1 1 ?/r E1/ 2" 1/21' r3/ 8" virH!'= D v2s" r r' 13. 75" BLANK 3/ 8" PROFILE END OF REPORT ALUMINUM COILS, INC Soffits Appendix D ALC15001. 2 FL12194-R5 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Florida Building Code Online Page 1 of 3 R. BCIS Home Log In User Registration Hot Topics Submit Surcharge ! Stats & Facts , Publications i FBC Staff BCIS Site Map Links Search b d roProduct Approval USER: Public User Product Approval Menu > Product or Aoolication Search > Application List > Application Detail FL # FL7006-R9 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By IKO Industries, Ltd 40 Hansen Road South Brampton, NON -US 1_6W 3H4 708) 496-2800 Ext 200 rmetzOOI@tampabay.rr.com Robert Metz rmetzOOl@tampabay.rr.com Bob Metz REMCO of Pinellas 456 Avila Circle NE Saint Petersburg, FL 33703 727) 776-5261 rmetzOO1@tampabay.rr.com Don Shaw IKO Industries LTD 120 Hay Rd. Wilmington, DE 19808 717) 579-6706 don.shaw@iko.com Roofing Asphalt Shingles Certification Mark or Listing FM Approvals - CER Locke Bowden Validation Checklist - Hardcopy Received Standard ASTM D3161 modified to 110 mph ASTM D3462 ASTM D7158 Class H ASTM E108 Year 2009 2009 2008 2007 http://wxA,w. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgse7mYBd2b3 K6... 9/7/2017 Florida Building Code Online Page 2 of 3 N Product Approval Method Method 1 Option A Date Submitted 06/28/2015 Date Validated 06/30/2015 Date Pending FBC Approval Date Approved 07/06/2015 Summary of Products FL # Model, Number or Name Description 7006.1 Cambridge, Cambridge HD and CRC Laminated architectural fiberglass asphalt shingle Biltmore 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 .pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 6 15.pdfDesignPressure: N/A Other: FL7006 R9 C CAC FM Letter - ASTM E 108 letter - 5 3 15 _pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R9 II IKO-133-02-01 Letter - Installation Instructions for FBC FL7006.pdf Verified By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: i 7006.2 Hip 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 FL7006 R9 C CAC FM Letter - ASTM d3161 letter - 4-15- 2015 .pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 6 15.ndfDesignPressure: N/A Other: FL7006 R9 C CAC FM Letter - ASTM E 108 letter - 5 3 15 .pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R9 II Hip and Ridge Cap Shale Installation Instructions.odf FL7006 R9 II IKO-133-02-01 Letter - Installation Instructions for FBC FL7006.pdf Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 7006.3 Edge Plus Asphalt Shingle One piece fiberglass asphalt shingle used as a starter strip atreangartdierStripthebottomofaroofsystemmanufacturedinBramptonand 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 pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 6 15.DdfDesignPressure: N/A Other: FL7006 R9 C CAC FM Letter - ASTM E_108 letter— 5 3. 15 .pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R9 II IKO-133-02-01 Letter - Installation Instructions for FBC FL7006 pdf_ FL7006 R9 I1 Roofing-Products_Leading-Edge=Plus Application-EN(1). pdf 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 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgse7mYBd2b3 K6... 9/7/2017 Florida Building Code Online Page 3 of 3 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Certification Agency Certificate FL7006 R9 C CAC FM Letter - ASTM d3161 letter - 4-15- 2015 .Ddf FL7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 6 15.Ddf FL7006 R9 C CAC FM Letter - ASTM E 106 letter - 5 3 15 .Ddf---------------.. ---- — Quality Assurance Contract Expiration Date 12/20/2020 Installation Instructions FL7006 R9 II IKO-133-02-01 Letter - Installation Instructions for FBC FL7006.1)df Verified By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law; email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487. 1395, *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Cred,I Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgse7mYBd2b3 K6... 9/7/2017 M 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-HipandRidge 12_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. JJJ 4 ;. Signed: " ' Brad Grcybouski Duc T„Tlquyen`._y Managing D(rector Florida R6g1sfe e fessional 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 I [ RICIRMISI PRI Construction Materials Technologies, LLC. 6412 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mail: materialstesting@pricmt.com WebSite: http:/&m.pricmt.com 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 underlayment conforming to building code requirements, the first sheet overlapping the eave protection by 19", followed by full 36" widths overlapping each preceding course by 19" or other Approved underlayments in accordance with the qualified application instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the deck along eaves in accordance with building code requirements. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2" above each cutout. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES: For steep slopes of 21" per foot (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 1-11'2 1 9 Z s HALING STRIP. NAILS " NAILS / DO NOT NAIL INTO OR ABOVE THE SEALING STRIP PRI Construction Materials Technologies, LLC. 6412 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mail: matenalstesting@pricmt.com WebSite: http:/twww.phc;mt.com IKO Installation Instructions for Asphalt Shingles Page 3 of 5 lK® 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 underlayments in accordance with the qualified application instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the deck along eaves in accordance with building code requirements. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed in the nail line 7-3/8" below the top edge, approx. 1" and 13" in from each end. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES: For steep slopes of 21" per foot (60°) or more, use 6 nails per shingle placed as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each shingle at time of application with three 1" diameter (approx. size and thickness of a quarter) spots of asphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-7/8". 6 3; NAILING - STEEP SLOPES APPLICATION Use -six naits as shotvn. NAIL LINE _ PROPER APPLICATION REQUIRES TkAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OF THE SHINGLE PRI Construction Materials Technologies, LLC. 6412 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 8,M21-5840 e-mail: materialstes6ng@pricmt.com WebSite: http:/Mww,phcmt.com IKO Installation Instructions for Asphalt Shingles Page 4 of 5 IKO Hip and Ridge 12 Application Instructions ASTM D3161, Class F — IKO Hip and Ridge 12) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. Cut hip and ridge shingles into thirds, using the perforation marks as a cutting guide. These shingles are designed for a 5 1/8" (130 mm) exposure. (For a neater appearance, the top of each side of each piece has been factory trimmed on a 1" (25 mm) taper (see drawing). Bend each piece over the hip or ridge, and nail 5 5/8" (143 mm) above the butt edge 1" (25 mm) in from each edge, exposing each piece 5 1/8" (130 mm). Apply hip pieces starting at the lower end of the hip, working up toward the ridge. On hip roofs, apply ridge pieces starting at each end, meeting in the middle. On gable roofs, apply ridge pieces starting at the end opposite to the prevailing wind direction and continue to the other end. Note: To obtain a three-dimensional effect, (which is recommended, but not required), apply hip and ridge shingles double thickness by stacking 2 pieces on top of one another, the lower piece extending about 3/4" (19 mm) further than the top piece (see diagram). The final shingle should be set in cement, and the exposed nail heads of the final shingle should be covered with cement. Prior to application in cold weather, storing the shingles in a heated area will allow for easier bending. NOTE: SHINGLES MUST BE APPLIED PROPERLY. THEYARE DESIGNED FOR USE AS HIP AND RIDGE SHINGLES ONLY, AND SHOULD NOT BE USED FOR ANY OTHER APPLICATIONS. WE ASSUME NO RESPONSIBILITY FOR LEAKS OR DEFECTS RESULTING FROM POORAPPLICATION 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. ru'msn3 TAPER CUT PRI Construction Materials Technologies, LLC. 6412 Badger Dnve Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mail: materialstesting@pncmt.com WebSite: http://www.priomt.com IKO Installation Instructions for Asphalt Shingles Page 5 of 5 IKO Leading Edge Plus Application Instructions ASTM D3161, Class F — IKO, Leading Edge Plus) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. 1. Apply any underlayment, eave protection, valley flashings, or drip edges to roof deck as required 2. Each 39 3/8" x 131 /4" (1000 mm x 336 mm) IKO Leading Edge Plus strip is perforated lengthwise for separation into two (2) shingles. Take one IKO Leading Edge Plus strip and fold flat at perforation to separate. . 3. Take one of the separated shingles 39 3/8" x 6 5/8" (1000 mm x 168 mm) and remove approximately 20"(500 mm). Install this shingle on the lower left corner of the roof deck, granule side up, with the factory installed sealant adjacent to the eaves. The shingle should overhang the rake edge and eaves by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with nails located 3" to 4" (75 mm to 100 mm) from the eave edge and 1" (25 mm) in from each end. 4. Take the leftover 20" (500 mm) piece shingle. Rotate the piece and align it vertically up the rake edge with the factory installed sealant adjacent to the outer edge of the roof. The shingle should overhang the rake edge by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with fasteners located 3" to 4" (75 mm to 100 mm) from the rake edge and 1" (25 mm) in from each end. 5. Repeat Steps 3 — 4 for the right lower corner of the roof deck. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" (9 mm) diameter heads, long enough to penetrate through plywood or 3/4" (20 mm) into boards. Use 4 nails per shingle placed 3" to 4" (75 mm to 100 mm) from the eave edge and approximately 1" and 13" (25 mm and 330 mm) in from each end. 6. Apply full-length IKO Leading Edge Plus shingles to the remaining eave edges of the roof deck. Install the shingles granule side up with the factory applied sealant adjacent to the eaves. The shingles should overhang the rake edge and eaves by a nominal 1/4" (6 mm) minimum. Fasten the shingles to the roof deck with nails located 3" to 4" (75 mm to 100 mm) from the eave edge, 4 nails per shingle. 7. Apply roof shingles as per the instructions printed on each product's package. Make certain the first course of field shingle lies flush with the edges of the fastened IKO Leading Edge Plus. In this way, the sealant on the IKO Leading Edge Plus shingles will adhere to the first -course field shingles and help keep them from lifting in high winds. PRI Construction Materials Technologies: LLC, 6412 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mail: materialstesting@pricmt.com WebSite: http:/NAvw.pricmt.com Florida Building Code Online Page 1 of 2 x F` NMk_F BCIS Home Log In User Registration Hot Topics Submit surcharge Stats & Facts r Publications i FBC Staff BCIS Site Map Links Search dbProduct Approval FUSER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail 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 Ext 115 Steven@WarriorRoofing.net Authorized Signature Steven Crew Steven@WarriorRoofing.net Technical Representative Steven Crew Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 1024 Steven@WarriorRoofing.net Quality Assurance Representative Steven Crew Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 1024 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. Validation Checklist - Hardcopy Received Certificate of Independence FL2346 R5 COI PRI CMT Cert of Independence.odf Referenced Standard and Year (of Standard) Standard Year ASTM D226 2006 ASTM D4869 2005 Equivalence of Product Standards Certified By I affirm that there are no changes in the new Florida Building Code which affect my products) and my product(s) are in compliance with the new Florida Building Code. http://www.floridabuilding.orc,/pr/pr app dtl.aspx?param=wGEVXQwtDgtOc8bnSknRps9... 9/7/2017 Florida Building Code Online Documentation from approved Evaluation or Validation Entity Yes :.%No '; 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 Summary of Products T Page 2 of 2 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 InstallationInstructions.pdf 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 15A Test Report.pdf Other: Primary roof covering should be installed FL2346 R5 TR 30A Test Report.pdf 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 R5 II InstallationInstructions.pdf 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 Report.pdf Other: Primary roof covering should be installed FL2346 R5 TR 30w Test Report.pdf immediately after felt. Roofing felt is not intended to be an unprotected weathering surface. Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail, if you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: G'ui4 Care; _ Safe http://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgtOc8bnSknRps9... 9/7/2017 WA ORS ROOFING MANUFACTURING P.O. BOX 40185 o TUSCALOOSA, AL 35404 *PHONE (205) 553.1734 a FAX (205) 5534755 193 LEROY ANDERSON ROAD a MONROE, GA 30655 a PHONE (770) 207-0695 a FAX (770) 207-0775 a 323 DEVELOPMENT AVENUE a CHAMBERSBURG, PA 17201 a PHONE (717) 709-0323 a FAX (717) 70MO27 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 corner 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 to insure proper water shedding. a 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. REQUIRED INSPECTION SEQUENCE PARK SQUARE HOMES SFR-DETACHED Permit # 1 1— 6no4 i Address: Z 14f O 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 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 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final PLU sBI4 ' C ICE + Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT` Min Max Ins ection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 WIM C;t bo DESCRIPTION AS FURNISHED: Lot 142, WYNDHAWPRESERVE, as recorded in Plot Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America LOT 141 N 89°40'51 " E 61.00' LOT 142 5 I 20.00' 20.00' Cj I yo oF 126.00- 14.7' O M Jp _ I ,yO DE .yO OQ F I a I FORMBOARD FOUNDA77ON o TOF= TOP OF FORM FORM AVER4GE=30.77' I I I I I I 26.00' 9.3' I o sod p. 20.7' 25.00' 25.00' LOT 140 I /. yo. 5.00' W O OO a p LOT 143 O ~ a 5.00' D=90D00'00" — — TR=25.00' 10' UTIL. L=39.27' X ESMT ryej C=35.36'------- CB=S 4519'09" E N 89"40'51 " E 36.00' SETBACKS AS FURNISHED FRONT = 25'(•) ryry 5 L$ REAR Or` SIDE = 5 0(40' LOT) WAXWING WAY c 7.5' (50' LOT) 50' PRIVATE R/W) 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 PLOT PLAN AREA CALCULATIONS OF (2) IN SUCCESSION AT 25' TOTAL LOT AREA 6,576 t SQUARE FEET PROPOSED = FINSHED SPOT GRADE ELEVATIONS FLATWORK ON/OFF LOT = TOTAL t SQUARE FEET FLATWORK PER DRAINAGE PLANS G DRIVE 400/ 110= 510 t SQUARE FEET FOUNDATION/PAD 1,744 t SQUARE FEET PROPOSEFLOW WALKS371880= 917.* SO REAR ATSQUARE162 LOT GRADINGTMpDDRAINAGEF}\yQ 0 TP12 PORCH DECKfSQUARE FEET PROPOSED F. F. PER PLANS = 30.7' Q 0 500 4,208/ 300E,5083 t SQUARE FEET POOL DECK N/A f SQUARE FEET NOTE.. FRONT SIDEWALK AND STREET LOCATION TAKEN FROM PLANS PROVIDED BY CLIENT • NOT FIELD VERIFIED • CRUSENMETYE-R- SCOTT & ASSOC., INC. - LAND SURVEYORS LEG[NO - LEf1TAY - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P • %AT PaL • POINT ON LINE F TEL Tv. ,TYPICAL NOTES: IROx PIPE P L POINT F REVERSE CLWATIRE ITS. NWI ROD PCE. POIM OF CWB+dM CURVATIWE I. THE LR.9EITSKNm DOES HTnw CEMRY Twr TH6 SURVEY MEETS ME STANMROS OF PRACIEE SEF FORM BY THE nomw BOARD OF CN UYICRETE NWIUNEM RAA • RADWL V2' - .1— AS% NR • NON-RA FAL PRORFSSID" SURVEYORS AND WPM IN CRAMER 5J-77 FLORIDA ADMRIISTRAM-E CODE PURStAw TO SECTION 472.027, 4ORDA STATUES 2. UNLESS EMBOSSED WTDI SURVEYOR'S SIGNATURE A ORM,d RAISED SEAL, THIS SURVEY W OR CORES ARE NOT VALID. 0.EC. • RECOVEREDwp.• NUESS PODTT P.O. B. • PWNT OF DEGRNIW CALL • CALCW.ATED a THIS SURVEY W,ES PREPARED FROM TM.E INFORMAROY FURNISHED TV THE SURVEYOR. 7NERE LMY BE OTHER RFSTRIC110NS OR EASEUDRS RMT AFFECT RDS PROPERTY. O.C. • PWNT OF CONNLNCFMENT PAA • PERNA T RErERENCE NONBENT CFNIE1 TF. TWISNED R ELLVATIDH 4, NO IXOFRDR0UmD IMPROVEMENTS WIVE BEEN LO TED UNLESS 0710,INSC SHOWN. 5 7105 sv IS PREPARED FOR THE SVLE Bfl1 EFIT Of COTIIOED TO AND SHOULD NOT SE RLLIEU IIRYI tir ANY OTHER ENRI7: NLO = NAILL ISK DSL • BU0.DWG SETBACK LIFE JA RIGHT-0'- VAY BM • B[N[NIWtN OWENS SHOWN FOR THE TILW OF IMPN wrxTNOSE HEREON SHOULDNOT BE USED ib RECONSTRI/CT BWNRIRY LINES. ESNT. • EASEMENT B.B. BAf[ BEARING E 7THE UTS 7. BEM4VGS, M! BASED ASSUMED WNM AND ON THE UnE SHOWN AS BASE BEARING (FAR.) D RAIN. IYLAINAGE IL. •UTILITY 8. ELEVATIONS. V SHOWN. ME WISED ON NATIOML GEODERC VERTICAL OAIUM OF IR29. UNLESS OTNETi M NOIEO. ILEC. • ENAIH LINK FEHC[ 9, CERIRTGIE OF AI/INORIU1pN Na. 4391. - V FG • VW FENCC CiB CO1 T SCALE _ 1' 20•- DRANK BY. OF URVA P. C. PoNOFCU0.VATWE P.T. POINT OF TANGENCY LEsc. - IESCRIPnm 0 CER77FIED BY: RATE ORDER No. L = RADIUS PLOT PLAN 08-16-2017 3335-77 ARC LENGTH Bp.TA c • cm D C. L CN RD BEARING REVISED PLOT ILANLIND (MOVED A/C) 09-19- FORMBOARD FOUNW710N/ELEYS 11-06-17 4899-17 NORTH THIS BUILDING\PROPERTY DOES NOT LIE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM' TO N X. GRUSENMEYER, R.' L.S. 1 TOMES W. SCOTT, R.LS4601ZONE -X• MAP IF 12117CO090 F (09-28-07) UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing • Threshold Inspection Building Inspection • Plan Review • Building Code Administration 3532 Maggie Blvd, Orlando, 32811 • P: 407.423.0504 • F: 407.423.3106 UES Project No: 0110.1700817.0000 Workorder No: 9338973-1 Report Date: 11/8/2017 In -Place Density Test Report Client: UES Technician: Bailey Gant 5200 Vineland Road, Suite 200 f Orlando, FL 32811 LDate Tested: 11/08/2017D Project: Wyndham Preserve, House Lot Testing Area Tested: 2410 Waxing Way Lot 142 Type of Test: Material: Native Field: ASTM D-2937 Drive Cylinder Method Reference Datum: 0 = Bottom of Footing Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test No. Location of Test Range Yllaximum[)ptimum Density pcf) Moisture Field Dry Density pc{) Field Moisture Soil Compaction Native Depth inch) Pass or Fail 1 South Footer 0-1 ft 106.8 10.6 106.2 7.7 99 N/A Pas: 2 East Footer 1-2 ft 106.8 10.6 102.3 9.5 96 N/A Pas: 3 West Footer 1-2 ft 106.8 10.6 101.7 9.8 95 N/A Pas: 4 Northwest Corner of Pad 1-2 ft 106.8 10.6 102.5 10.1 96 N/A Pas: 5 Southeast Comer of Pad 2-3 ft 106.8 10.6 102.6 9.5 96 N/A Pas: lz A' CV Pte'4-'-" Tn nnMhGnh o m..6.o1 nro{,_,n{:nn {n 1 M6.nrnoPn nl:nnM {hn Onhlin onrl n..mnhion oll ronnrfn oro w.hm:{{nd on nnnF..Inn{;mil nron.r{.. of n..r nl:enM on.J o..{hnr:-.o{:nn s o((en+o rrn od el - CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Pkrml4- /9 .? too 1 Documented Construction Value: $ ^ Job Address: L%/)(X l Uj '1 LC '(L Historic District: Yes No 0 Parcel ID: Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: lffI i CQJ I.1 ) Plan Review Contact Person: Phone: Fax: Name Street: City, State Zip: Title: Email: Property Owner Information Phone: Resident of property? : Contractor Information Name Phone: 8/3 -9/0-3 40.3 CA Q3 D_ Street: Fax: City, State Zip: State License No.:f L3 0051029 t Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51' Edition (2014) Florida Building Code Revised: June 30, 2015 Pen -nit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and nmg. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID ol)'7 Print ContractodAgent's Name Signature of Notary -State of Florida Junan K. O'Clair Commission # GG151707 ber 15, 202i Bonded thhruuAar Contractor/Agent is erson _ally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Construction Type: Total Sq Ft of Bldg: Electrical Occupancy Use: Mechanical Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: _ FIRE: Plumbing Gas[] Roof Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Permit Application Revised: June 30, 2015 UM0h5Uld PROPERTY OWNER OR HIS AGENT: PARK SQUARE HOMES ADDRESS: 5200 VINELAND RD PAGE 1 4 1 OF 1 4 JOB NAME: DATE: 6/21 /2017 DOCUMENT: ELECTRICAL CONTRACT REVISED SPEC: LEVEL I - WITH CFL BULBS I FUEL: GAS/ELECTRIC MARKET: ORLAND O CITY: ORLANDO STATE: FL - f CITY: SANFORD STATE: FL WYNDHAM PRESERVE SERVICE PLAN SIZE SQ FT A/C SYSTEM PRICE SEBRING 200A 2410 10-kW HEAT 240% 60A 6,758.00 5-TON AC 240V, 50A SORRENTO 200A 2078 8-kW HEAT 240V, 50A 5,465.00 4-TON AC 240V, 40A SPRUCE 200A 2774 8-kW HEAT 240% 50A 7,264.00 4-TON AC 240V, 40A SUNDANCE 200A 1730 5-kW HEAT 240V, 35-A— ------ 5,081.00 3-TON AC 240% 30A TELLURIDE 200A 2637 10-kW HEAT 240% 60A 6,601.00 5-TON AC 240V, 50A ,50A -- --- TRIBECA 200A 1986 8-kW HEAT 240V, 50A 5,608.00 4-TON AC 240V, 40A TUSCANY 200A 2718 10-kW HEAT 240V, 60AWHEAT20V, 60A - 5-TON AC 240V, 50A 6,818,00 WALTON II 200A 1811 8-kW -- HEAT 240V, 50A----• ----- -__.__ _. 4-TON AC 240V, 40A 5,110.00 WELLINGTON 200A 3075 QTY 2) 5—kW HEAT 240% 35A 7,587.00 QTY 2) 3-TON AC 240V, 30A CONTRACTOR/OWNER: DATE: EDMONSON ELECTRIC: '` DATE: 1034 Skipper Road . Tampa, FJ 3 -3 • Phone:(813)910 34 3 • Fax:(813)910 8546 • www.EdmonsonElectric,com FLORIDA LICENSE fl CCI3005408 CITY OF SANFORD BUILDING & FIRE PREVENTIONTPERMITAPPLICATION Application No: iG Documented Construction Value: $ 14w Job Address: t 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 Plan Review Contact Person: Title:( Fax: Phone: 407-323-7515 407-323-8954 Email: info@api-oriando.com Property Owner Information Name 7 Phone: Street. Resident of ro erAAty7 d City, State Zip: Advantage Plumbing, Inc. Contractor Information 407-323-7515 Name Phone: PG Box 1117 - - Street: Fax: Sanford, FL 32772 - City, State Zip: State License No.: Arch itect/Eng I neer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: VJV Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5th Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Signature of Contractor/Agent Date A Thomas Smith Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _X Personally Known to Me or Produced ID , Type of ID Print Co tra for/Agent's Name A N, f6%1 1? Signal f ll°&I is Date o STATE OF FLORIDA Comm#GG136869 s Expires 8/21/2021 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: 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 Advantage Plumbing, Inc. Page No. 1 Proposal of 1 Page(s) Submitted To: Phone: Date: 5-25-17 Name: Park Square Homes Job Name: Sorrento; Wyndham Preserve;'REVISED 5200 Vineland Road, #200 Orlando, FL 32811 We hereby submit specifications and estimates for. 3 Water Closets, Sterling per spec, elongated. 4 Lavatories; 1 Sterling Pedestal; 3 owner provided. 1 Kitchen Sink, owner provided. 1 Tub, Sterling PerForma. 1 Hot Water Heater, Bradford White electric, 50 gallon, with stand. 1 Shower with vinyl pan. 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. Bid less costs of all sinks and faucets. Option: Bedroom 5; Add tub bath per spec (1 tub, 1 water closet,1 lavatory): + $850 We hereby propose to furnish labor and materials — complete in accordance with the above specifications, for the sum of: Four thousand three hundred fifty _ dollars $4,350.00 with payment to be made as follows: 30% upon completion of rough in;.30%o upon completion of tub set; 40% upon comtletion 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 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1- a 0 Documented Construction Value: $ (P 2_ j S] Job Address: R)('w t Historic District: Yes No Parcel ID: &k V%C P 4 : I i " 21a0Residential Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: \nSJIA k V-Ne kAL 0 tM _ AV&L W t- lU'± VJbV V. Lk 1c)ac-kA^ (4ArlyS 03 ir. d a -%ne CIA W o', ynn `v Plan Review Contact Person: ktAt Sjv--\ Title: 6 mPhone:'} Ul T15 2`1 U 2. Fax: Email: Cidtn,rt,Av vZQ of tix ltih• Property Owner Information ", M Name Pqk3r 501V_ OL %kc~s Phone: 40-1 5Z 1 Street: '52.ykyNekarNc zb0 Resident of property? City, State Zip: oY 9_g \ Contractor Information Name OY1C 5 Dw cc.-tA\hn ft( Phone: q01 q115 /1-71 10z Street: _7225 S;).,. SCCWe ck Fax: 40 Wi 930-1 City, State Zip: , in P C• 321q 2. State License No.: aC D& ?-4LN Name: Street: City, St, Zip: Bonding Company: Address: Arch itectlEngineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 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: 51" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, )~S 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 subnuttal. The actual construction value will be figured based on the current FCC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued., OWNER'S AFFIDAVIT: I certify that all of the be done in compliance with all applicable laws re Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date information is accurate and that all work will onstructipn and zoning. 12 of ontractor/Agent Date Print Contractor/Aeent's Name Signature KELLY WEBSTER Notary Public - State of Florida Commission # FF 978034 My Comm. Expires Apr 4, 2020 Owner/Agent is Personally Known to Me or Contractor/Age t s Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures. Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application revision Response to Comments Permit # 17-2604 City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date 1 /22/18 Project Address: 2410 Waxwing Way (Wyndham Preserve lot 142) Contact: Michelle Parkison Ph: 407-529-3135 Fax: Email: mparkison&par squarehomes.com Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water General description of revision: 4 JAN 2 2 2018 Revised drainage riser diagram ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention Building Z, t- tg n F CORD COPY Lk) 14'rJoyylyh a 3ffn O/zm w1u EMIL,, X 7 2 Revision f- Response to Comments - JAN 2 2 2018 City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 17-2880 Submittal Date 1 /22/18 Project address: 2422 Waxwinq Way (Wyndham Preserve lot 144) Contact: Michelle Parkison Ph: 407-529-3135 Fax: Email: mparkison arksquarehomes.com Trades encompassed in revision: Building IX Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention 0 Building General description of revision: Revised drainage riser diagram ROUTING INFORMATION Approvals Sr 7-- (- is n FCORD COPY v- wi c Z Fzociv f a! f 17 Lriv1 s Revision Re onse to Comments LL x'" `` Bx City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 17-2604 Submittal Date 2/13/18 Project address: 2410 Waxwing Way (Wyndham Preserve lot 142) Contact: Ph: 407-529-3135 Fax: Email: mparkison —parksduarehomes.com Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water General description of revision: Added repair detail for clear story at stair area ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention Building F 2 r9•/$ Monta Consulting & Design of WMR and Associates, LLC North Pointe II Phone (407) 681-1917 1035 Greenwood Blvd, Suite 173 Certificate of Authorization # 9177 Lake Mary, FL 32746 montaconsulting.com Structural Engineering, Truss Engineering, Third Party Inspection, Forensic Study, Project Management Residential Design and BIM Modeling for Homebuilders Park Square Homes Wyndham Preserve — Lot 142 (2078, Elev. B) Date: 02/07/ 18 Plan Revision: Clear story framing detail. ISSUE: Clear story framing detail not completed per plan. RESPONSE: Added repair detail for clear story at stair area. All changes have been clouded and labeled with a delta 4. Sheet(s) revised: SC & S513 Revision ( Rec onse to Comments 2ot City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 17-2604 Submittal Date 1 /30/18 Project address: 2410 Waxwing Way Wyndham Preserve lot 142) Contact: Michelle Parkison Ph: 407-529-3135 Fax: Email: mparkison@parksquarehomes.com Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water General description of revision: Changes as specified on Monta Consulting Letter attached. ROUTING INFORMATION b 0 , eo c;,j Department Approvals Utilities Waste Water Planning Engineering Fire Prevention Building Sar- 2 • $ • X g Monta Consulting & Design of WMR and Associates, LLC Northpoint II Phone (407) 681-1917 1035 Greenwood Blvd., Suite 173 Certificate of Authorization # 9177 Lake Mary, FL 32746 montaconsulting.com Structural Engineering, Truss Engineering, Third Party Inspection, Forensic Study, Project Management Residential Design and BIM Modeling for Homebuilders Park Square Homes Wyndham Preserve — Lot I42,(2078 Sorrento, Elv B) Date: 12/14/17 Frame Walk Revision Per frame walk of site completed by Park Square Homes, they asked us to make the following changes on the Structural drawings: Add 2020 fixed glass in master bath shower Replace both existing 2020 fixed glass in stairs with 2030 fixed glass and add an additional 2030 Add a 3010 transom window to loft, size may have to be adjusted according to ridge roof Relocate door and closet in bedroom #2 (see plans), door in bedroom #3 and linen closet door Chamfer the wall in laundry room so it will soften the hallway corner Replace 2x6 wall behind washer/dryer with a 2x8 wall Also replaced front porch lintel with beam per client request. We updated the structural drawings per the list above provided by Park Square Homes. All changes have been clouded and marked with Delta 1. Sheet(s) revised: 00, 02, 03, 0413, 0513, 07, 08, SC, S113, S213, S413, S5B, S713 RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 142 Sorrento B RHG - S Builder Name: One Stop Cooling and Heating Street: 2410 Waxwing Way Permit Office: City of Sanford City, State, Zip: Sanford , FL , Permit Number: 1 •o2Co0' I OSANFORDOwner: 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 (2612.7 sqft.) Insulation Area 2. Single family or multiple -family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1302.00 ft2 b. Frame - Wood, Exterior R=11.0 1026.00 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 284.67 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types (1518.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1518.00 ft2 6. Conditioned floor area above grade (ft2) 2078 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A 11. Ducts R= ft2 R ft2 7. Windows(239.0 sqft.) Description Area a. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 415.6 a. U-Factor: Dbl, U=0.55 135.00 ft2 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 64.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 34.8 SEER:16.00 c. U-Factor: Dbl, U=0.54 40.00 ft2 SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 33.0 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 2.696 ft. Area Weighted Average SHGC: 0.233 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2078.0 sqft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 1324.00 ft2 b. Conservation features b. Floor Over Other Space R=0.0 560.00 ft2 None c. other (see details) R= 194.00 ft2 15. Credits Pstat Glass/Floor Area: 0.115 Total Proposed Modified Loads: 62.39 SSPASS Total Baseline Loads: 66.02 ri 1 7 7 I hereby certify that the plans and specifications covered by Review of the plans and o SAE STD this calculation are in compliance with the Florida Energy specifications covered by this~ O Code. calculation indicates compliance Toth 'Digitally signed by Austin TothAustiny with the Florida Energy Code. 1 --Date: 2018.01.29 16:21:00 -05'00' PREPARED BY: Before construction is completed'' DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this building, d, is in compliance Florida Statutes. with the Florida Energy Cod ( pWIE OWNER/AGEN BUILDING OFFICIAL: DATE: / • DATE: 2 FS • L IS Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and starting July 1, 2017 ALL PROJECTS require an envelope leakage test report with envelope leakage no greater than 7 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 On for whole house. 1/29/2018 4:19 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 i So 'e Page 1 of 5 FORM R405-2014 PROJECT Title: Lot 142 Sorrento B RHG - S Bedrooms: 4 Address Type: Lot Information Building Type: User Conditioned Area: 2078 Lot # 142 Owner Name: Park Square Homes Total Stories: 2 Block/SubDivision: WP of Units: 1 Worst Case: No PlatBook: Builder Name: One Stop Cooling and Heatin Rotate Angle: 0 Street: 2410 Waxwing Way Permit Office: City of Sanford Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL, New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2078 19099.2 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1 st Floor 1324 12313.2 Yes 2 1 1 Yes Yes Yes 2 2nd Floor 754 6786 No 3 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage 2nd Floor ____ ____ 194 ft2 11 0.29 0 0.71 2 Slab -On -Grade Edge Insulatio 1 st Floor 139.5 ft 0 1324 ft2 0.29 0 0.71 3 Floor Over Other Space 2nd Floor ____ ____ 560 ft2 0 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 Hip Composition shingles 1698 ft2 0 ft2 Dark 0.9 N 0.9 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1518 ft2 N N 1/29/2018 4:19 PM EnergyGaugeOO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FnRM,R4n5-2014 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1st Floor 30 Blown 1518 ft2 0.1 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space o 1 S Exterior Frame - Wood 2nd Floor 11 30 0 9 0 270.0 ft2 0 0.25 0.8 0 2 S Exterior Concrete Block - Int Insul 1 st Floor 4.1 10 0 9 4 93.3 ft2 0 0 0.8 0 3 E Exterior Frame - Wood 2nd Floor 11 27 0 9 0 243.0 ft2 0 0.25 0.8 0 4 E Exterior Concrete Block - Int Insul 1 st Floor 4.1 55 0 9 4 513.3 ft2 0 0 0.8 0 5 N Exterior Frame - Wood 2nd Floor 11 30 0 9 0 270.0 ft2 0 0.25 0.8 0 6 N Exterior Concrete Block - Int Insul 1st Floor 4.1 30 0 9 4 280.0 ft2 0 0 0.8 0 7 W Exterior Frame - Wood 2nd Floor 11 27 0 9 0 243.0 ft2 0 0.25 0.8 0 8 W Exterior Concrete Block - Int Insul 1 st Floor 4.1 44 6 9 4 415.3 ft2 0 0 0.8 0 9 Garage Frame - Wood 1 st Floor 11 30 6 9 4 284.7 ft2 0 0.25 0.8 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S Insulated 1 st Floor None 39 3 8 24 ft2 2 Wood 1 st Floor None 39 2 7 8 20.7 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 S 1 Metal Low-E Double Yes 0.55 0.22 15.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 2 S 1 Metal Low-E Double Yes 0.54 0.25 12.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 3 E 3 Metal Low-E Double Yes 0.55 0.22 15.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 4 E 3 Metal Low-E Double Yes 0.54 0.25 12.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 5 E 4 Metal Low-E Double Yes 0.55 0.22 15.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 6 E 4 Metal Low-E Double Yes 0.54 0.25 12.0 ft2 1 ft 0 in 11 ft 0 in Drapes/blinds None 7 N 5 Metal Low-E Double Yes 0.55 0.22 15.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds_ None 8 N 6 Metal Low-E Double Yes 0.55 0.22 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 9 N 6 Metal Low-E Double Yes 0.58 0.25 64.0 ft2 7 ft 4 in 1 ft 0 in None None 10 W 8 Metal Low-E Double Yes 0.55 0.22 45.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 11 N 5 Metal Low-E Double Yes 0.54 0.25 4.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 420 ft2 420 ft2 52 ft 9.3 ft 1 1 /29/2018 4:19 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000409 2228.2 122.33 230.05 .3674 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:9 33 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 16 34.8 kBtu/hr 1044 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 50 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ftz DUCTS Supply ---- v # Location R-Value Area Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 Attic 6 415.6 ft 2nd Floor 103.9 ft Prop. Leak Free 2nd Floor --- cfm 62.3 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y CoolingJan [ j Feb [[ jj Mar HeatinEX} Jan [X] Feb [X] Mar Venting[ ] Jan [[ ]] Feb [[XXjj Mar Ceiling Fans: Apr May [X] Jun [X] Jul [X] AugXj Se [ ] Apr f May E ] Jun [ ] Jul [ ] Au[ ] Sep [ ] X] Apr [ May ]Jun [ j Jul [ ] Aug [ ] Se [X] Oct (( jj Nov Oct [ X] Nov Oct [[ XX]] Nov j Dec tX] Dec Dec 1/ 29/2018 4:19 PM EnergyGaugeOO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 Et' DA,A DAnC 7l1i A Thermostat Schedule: Schedule Type HERS 2006 Reference 1 2 3 4 5 Hours 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 1/29/2018 4:19 PM EnergyGaugeOO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 Florida Department of Business and Professional Regulations HeSldentlal whole building rertormance and Prescriptive ]v]ethods ADDRESS: 2410 Waxwing Way Permit Number: Sanford , FL , MANDATORY REQUIREMENTS See individual code sections for full details. 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 7 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). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. 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. 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)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 individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i), Florida Statutes, to be "substantially leak free" 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. Duct testing is not mandatory for buildings complying by Section R405 of this code. 1/29/2018 4:19 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 105OF (41 °C) 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. 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. 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 140OF (38°C to 60oC). 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. 1/29/2018 4:19 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: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.7 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. 1/29/2018 4:19 PM EnergyGaugeOO USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405-2014 r f ESTIMATED ENERGY PERFORMANCE INDEX* = 95 The lower the EnergyPerformance Index, the more efficient the home. 2410 Waxwing Way, Sanford, FL, 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1302.00 ft2 b. Frame - Wood, Exterior R=11.0 1026.00 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 284.67 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1518.00 ft2 6. Conditioned floor area (ft2) 2078 b. N/A R= ft2 7. Windows- Description Area c. N/A R= ft2 11. Ducts R ft2 a. U-Factor: Dbl, U=0.55 135.00 ft2 a. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 415.6 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 64.00 ft2 SHGC: SHGC=0.25 12. Cooling systems kBtu/hr Efficiency c. U-Factor: Dbl, U=0.54 40.00 ft2 a. Central Unit 34.8 SEER:16.00 SHGC: SHGC=0.25 d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 33.0 HSPF:9.00 Area Weighted Average Overhang Depth: 2.696 ft. Area Weighted Average SHGC: 0.233 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1324.00 ft2 a. Electric EF: 0.9 b. Floor Over Other Space R=0.0 560.00 ft2 b. Conservation features c. other (see details) R= 194.00 ft2 None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code complianjJe-g s. Builder Sig nature` f _ Date: '!>c, 1 Address of New Home: day\t I Q City/FL Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1/29/2018 4:19 PM EnergyGauge@ USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 142 Sorrento B RHG - S Builder Name: One Stop Cooling and Heating Street: 2410 Waxwing Way 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 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 unver1ted 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 tp 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 1 /29/2018 4:19 PM EnergyGaugeOO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 Project Summary OPWS1 _ Entire House I--, One Stop Cooling and Heating 7225 Sardsoove Coat, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wmuOreStopCoolirg.com License: CAC032444 For: Park uare Homes 2422 axwing Way, Sanford, FL Notes: Job: Sorrento B RHG Date: 09-06-2017 By: LF/RI/BP/AT Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 92 OF Inside db 68 OF Inside db 74 OF Design TD 26 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 20501 Btuh Structure 20987 Btuh Ducts 2266 Btuh Ducts 4681 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 22768 Btuh Use manufacturer's data n Rate/swing multiplier Equipment load 0.97 25001 BtuhInfiltrationsensible Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 4048 Btuh Ducts 971 Btuh Central vent (0 cfm) 0 Btuh Heatingg Coolingg none) Area (ft2) 2117 2117 Equipment latent load 5019 Btuh Volume (ft3) 19452 19452 Air changes/hour 0.41 0.21 Equipment Total Load (Sen+Lat) 30020 Btuh Equiv. AVF (cfm) 133 68 Req. total capacity at 0.75 SHR 2.8 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR6036H1 Cond 4TWR60361-11 AHRI ref 7562981- Coil TEM6A0C36H31++TDR AHRI ref 7562981 Efficiency 9 HSPF Efficiency 13.0 EER,16 SEER Heating input Sensible cooling 26100 Btuh Heating output 33000 Btuh Qa 47°F Latent cooling 8700 Btuh Temperature rise 0 OF Total cooling 34800 Btuh Actual air flow 0 cfm Actual air flow 1160 cfm Air flow factor 0 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.84 Capacity balance point = 32 OF Calculations approved byACCA to meet all requirements of Manual J 8th Ed. r wrightsa4't— 2018-Jarr2916:12:13 C( M, k • ^ Comfort Bulder by W rightsoft 18.0.07 RSU30040 Page 1 t 142 Sorrento B RHG - S\Sorrerto B RHG - M.rLp Calc = MJ8 House faces: S Right-J®Worksheet Job: Sorrento BRHG E Entire House Date: 09-06-2017 By: LF/RI/BP/AT One Stop Cooling and Heating 7225 Sardscove Cout, W irter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOreStopGoolirg.com License: CAC032444 1 Room name Entire House PWDR 2 E>posed wall 253.5 ft 12.0 ft 3 Room height 9.2 ft d 9.3 ft heaUcool 4 Room dimensions 4.5 x 7.5 ft 5 Room -area 2117.3 ft2 33.8 ft2 Ty Construction number U-value Btuh/tz°F) Or HTM Btu hAt2) Area (ft2) or perimeter ft) Load Btuh) Area (ft2) or perimeter ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W. v 126Osw_,:, 13A-4ocs 0 097 -=ne;; 0.143 ne 2.53' 3.73 2.82 , - 2.90 243 414 243 369 1377 1068 0 0 0 0' 0 1 1 G 4A5-2om 12B Osw 4AS2om, 4B5 2fm 0.550 0.097 0:550 O;540 ne se se se 14.35 2.53, 14.35' 14.094 22.14 2.82 21.42 21.9Q 45 270 15 12. 0 243 2 3 646 615 215 169 996 685 327 263 0 0 r 0 Q 0 0 0 0 0 0 0 0. 0 Or A 0. V 13A-flocs 0.143 se 3.73 2.90 93 69 258 200 42 42 156 121 t-D 11 DO 0.390 se 10.18 12.27 24 24 244 294 0 0 0 0 4A5-2om 4B5 2tm _ 0550 0. 40 sw sw (, 14.35 14.09' 21.4221.4 15215 2222 51215 620 321 00 0 0 0 x 0 0 0 G 13A-4as 4A5-2om 0.143 0.550 sw sw 3.73 14.35 2.90 21.42 512 15 485 2 1808 215 1403 321 70 0 66 0 245 0 190 0 4B5-2fm 4135-2fm 12B-Osw 4B5 2fm 4B5 2fm I 0.540 0.550 0 097 0:540 0;550 sw sw nw nw nw ' 14.09 14.35 2 53' 7409 14.35 24.09 24.27 2.82 23.55 22.14" 8 4 270 4 15 0 0 251 0 0 113 57 635 56 215 193 97 707 94 332 4 0 0 0 0 0 0 0 0 0 56 0 0 0 96 0 b; 0 O; 13Acs 0.143 nw 3.73 264 180 4A52omdL-G 4A5 0.580 nw 15.14 27.72 969 1774 0 0 0 0I 51 80 30.80 0.00 1324 14 6 c) AED excursion 1725 1 119 Envelope loss/gain 16700 15844 828 427 12 a) Infiltration 3802 1373 183 66 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 9 2070 0 0, Appliances/ other 17001 0 Subtotal ( lines 6 to 13) 20501 20987 1010 493 Less external load 0 0 0 0' Less transfer 0 0 0 0 Redistribution 0 0 865 427', 14 Subtotal 20501 20987 1875 9211 15 Dud loads 11 % 22 % 2266 4681 11 % 22 % 207 205 Total room load 22768 25668 2082 1126 Air required (cfm) 0 1160 0 51 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed. t &- wr9ghtsoftw 2018-Jarr2916:12:13 I:_, "' --' "--" Comfort Builder by W rightsoft 18.0.07 RSU30040 Page 1 t 142 Sorrento B RHG - S\Sorrerto 6 RHG - Krup Calc = MJ8 House faces: S Right-J@) Worksheet Job: Sorrento B RHG ONESTOP Entire House Date: 09-06-2017 By: LF/RI/BP/AT One Stop Cooling and Heating 7225SandscoveCoLrt,WirterPark, FL32792Phone: (407)629-6920 Fax: (407) 629 - 9307 Web: wwwOreStopCooling.com License: CAC032444 I Room name STC-1 LNDY 2 E) posed wall 17.0 ft 0 ft 3 Room height 9.3 ft heattcool 9.3 It heat/cool 4 Room dimensions 4.5 x 17.0 ft 6.0 x 7.5 ft 5 Roonarea 76.5 W 45.0 ft2 Ty Construction U-value Or HTIM Area (ft1) Load Area (ft) Load number Btuh/ ft--F) Btu I or perimeter (ft) h) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 09 , ne'- 5 2. 3282 0 0 0 0 13A-flocs 0.143 ne 3.73 2.90 0 0 0 0 0 0 0 0 t-G4A5-2om 0.550 ne 14.35 22.14 0 0 0 0 0 0 0 126 Osw 0.097 se 2.53 2.82 0 0 6 0 0. 0 0 4A5- 2qq 0.550 se 14.35 0 0 0 0 O 0 0 0, 4B5-2fm.: 0. 540 se 21.90 O 0:' 0 v 10 0 0 VO 13A40cs b. 143 se 3.73 2.90 0 0 0 0 0 0 0 0 t-D11DO0.390 se 10.18 12.27 0 0 0 0 0 0 0 120 Os y,..,! O.0 G7, sw 2-' 82 b 0 0 0' 6 d b AA5-2om, O,5502 m I 14: 3500 0 O L,0- 540' Sw: 14.09 0 0 0 0 0 0 O, 13A-flocs 0.143 sw 3.73 2.90 158 154 575 446 0 0 0 0 4A5-2orn 0.550 sw 14.35 21.42 0 0 0 0 0 0 0 0 4135-2frn 0.540 sw 14.09 24.09 4 0 56 96 0 0 0 0 4135-2frn 0.550 sw 14.35 24.27 0 0 0 0 0 0 0 1213 -Osw 0.097 sw 2 53, 82 0 o b 01 4B5- 2fm, 0 .540 nw il 4.09 2359 0 o 4, o b 0 0 2fm' 4135 : 0550n;w 14.35 122' .14 A 0 I 0 0 0 O 13A-4ocs 0.143 nw 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2orn 0.550 nw 14.35 22.14 0 0 0 0 0 0 0 0 4A5-2omd 0.580 nw 15.14 27.72 0 0 0 0 0 0 0 0 P, 12 C OSW 0.091 2.38 1 51 0 0 I I 0 I'll 56 83 w', ' ', 53 1 DO' 0.390_.in_ 10.18; 1.2.27 0 0 21 21 210 C, 1613- 30ad 0.032 70.84 176 0 0 0 0 F C- 19csCp 0.049 0.44 0.31 O 0 0. 0 0 0 0 0 F 22A- qem 1.180 qe 30. 80 0.00 7. 7 17 r 524 0 45 0 0 0 2 Z 6, c) AED exairsion 15 21 Envelope loss/ gain 1155 558 294 286 1 12 a) Infiltration 259 93 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 AppliancesVother 0. 500 Subtotal (lines 6 to 13) 1414 651 294 786 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 1414 651 284 183 14 Subtotal 0 0 578 969 15 Ductloads 11% 22% 01 0. 11%1 229/61 64 216 q54 Total roomloadO 01 1 6421 11 85 Air required ( cfm) 1 0 0 0 Calculations aoDroved bvACCA to meet all requirements of Manual J 8th Ed wri t: s.Cwrit- 201 8-Jarv-29 16:12:13 14 ---'--'-- ConifortBLilderbyWriglisoftl8. 0.07 RSU30040 Page 2 ACCN t 142 Sorrerto B RHG - S\Sorrerto B RHG - M.rup Calc = MJ8 House faces: S Right-J® Worksheet Job: Sorrento B RHG ONESTOP Entire House Date: 09-06-2017 By: LF/RI/BP/AT One Stop Cooling and Heating 7225 Sardscove Court, W irter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: vwwaOreStopCooliT.com License: CAC032444 1 Room name KIT DINE 2 Exposed wall 10.5 ft 9.5 It 3 Room height 9.3 it heat/cool 9.3 It heat/cool 4 Room dimensions 14.0 x 10.5 It 1.0 x 147.0 8 5 Room area 147.0 112 147.0 112 Ty Construction number U- value BtuhAt2-° F) Or HTM Btuh4t2) Area ( ft2) or perimeter (ft) Load Btuh) Area ( ft2) or perimeter (ft) Load Btih) Heat Cool Gross I N/P/S Heat I Cool Gross N/P/S Heat I Cool 6 VJ 12&Osw; ..., D.091 ne: 253- .. 2:82 U r • : u u.:i:- u u s..,°,u u u r 13A-4ocs 0.143 ne 3.73 2.90 98 98 364 283 88 73 274 212 L-- G 4A5-2om 0.550 ne 14.35 22.14 0 0 0 0 15 0 215 332 i 28 Osw 0:097 se 2.53 2.82 0 0 0 0 0 0 0 0 1 1 4A5 tom - ° 0.550 se 14.35 21.42 0 0 0 0 0 0 0 0 2fm 0.540 : se 14.09. 21:90. 0 0 p 0 0 0 0 0 485V 13A-4ocs 0.143 se 3.73 2.90 0 0 0 0 0 0 0 0 D i t DO 0.390 se 10.18 12.27 0 0 0 0 0 0 0 0 126- 0sw - 0:097 sw . 2.53; 2.82 0 0 0 0 0 0 0 0 ri n gin 4A5torn0:550 sw - 14.35. 21.42 0 0 0 4B5 2fm :_ 0:540, sw ' 14A9; 20.8T 0 0 0 13A- 4ocs 0.143 sw 3.73 2.90 0 0 0 G 4A5-2om 0.550 sw 14.35 21.42 0 0 0 4B5- 2fm 0.540 sw 14.09 24.09 0 0 0 4135- 2fm 0.550 sw 14.35 24.27 0 0 0 12B Osw 0:097 nw 2.53' 2.82 0 0 0 G 4B5-2fm 0:540-nw 14:09 23.59 0 0 0 G 4B5 2fm 0:550 nw 14.35. 22.14, 0 0 0 V J 13A-flocs 0.143 nw 3.73 2.90 0 0 0 4A5- 2om 0.550 nw 14.35 22.14 0 0 0 24A5-2omd 0.580 nw 15.14 27.72 0 0 0 RR 12C Osw 0,091 2.38 1 `51 130 130 309 n 0:390 n - 10.1$ 12.27 0 0 C 11, D0 166- 30ad 0.84 1.76 0 0 C- 19cscp 0. 032 0. 049 0.44 0.31' 0 0 F 22A-tpm ; 1.180 30.80 0.00 147 11 323 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 56 56 47 0 0 0 147 10 293 0 0 000 0 0 0 98 6 c) AED excurs on 1 -45 1-18 Envelope loss/gain 997 434 828 625 12 a) Infiltration 160 58 145. 52 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Appliances/ other 1200 0 Subtotal ( lines 6 to 13) 1157 1692 973 677 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 63 41 113 73 14 Subtotal 1220 1733 1086 750 15 Duct loads 11 % 22 % 135 386 11 % 22% 120 167 Total room load 1355 2119 1206 918 Air required (dm) 1 0 96 0 41 Calculations approved bvACCAto meet all requirements of Manual J 8th Ed F&- wrigtatsoFt 2018-Jan2916:12:13 Comfort Builder by WrigFtsoft 18.0.07 RSU30040 Page 3 A 142 Sorrento B RHG - S\Sorrerto B RHG - M.np Calc = MJ8 Hose faces: S g Right-J@ Worksheet Job: Sorrento B RHG ONE"STOP Date: 09-06-2017 Entire House By: LF/RI/BP/AT One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: vANwOneStopCooling.corn License: CAC632444 1 Room name GRT MED 2 ExIoosed wall 32.5 It 39.5 ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 Room dimensions 1.0 x 281.5 ft 14.5 x 17.5 ft 5 Room -area 281.5 ft' 253.8 It' Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft-'F) BtU 2) or perimeter ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12B-Osw ne, 2.53 2.82 0 0 0 0 0 0 t--G 13A-flocs 0.143 ne 3.73 2.90 158 128 478 371 70 70 260 202 4A5-2om 0.550 ne 14.35 22.14 30 0 431 664. 0 0 0 0 12Msw' 6.697 :'se" 2.82 0 0 6 0 0 4ro 0 11 4A5-2 071", 0.550 s6 1425 0 I 0. I ", i0 b o 0 0 . se; j.. 14.09 21.90 0 0 0 0 0 1 3A-flocs 0.143 se 3.73 2.90 0 0 0 0 0 0 0 0t--D 11DO 0.390 se 10.18 12.27 0 0 0 0 0 0 0 0 1 213-0sw" 2.53, 2 . 82 0 b 0 , 0 4 4; 0 0 O' 4A&26r J. 0 550 14.35 1_42 , 0 b 0 0 0 0 0 4BE 2ftn: 0 540 14.0 9 20.'81 0:' SO 0 0 E-IG 13A-flocs 0.143 sw 3.73 2.90 0 0 0 0 163 148 551 428 4A5-2omm0.550 N 14.35 21.42 0 0 0 0 15 2 215 321 4135- 21m 0.540 sw 14.09 24.09 0 0 0 0 0 0 0 0 4135- 2frn 0.550 sw 14.35 24.27 0 0 0 0 0 0 0 0 12B 0, sw_' 7 Obg7 b 0 o O0 LnwA4.09 ,0 23. 59 0 o 0.4B5L2m, 0 15 2frh::'':' O.550 nw 1 435t:: f22.14 0 0 0 0 13A- 4ocs 0.143 nw 3.73 2.90 144 80 299 232 135 105 391 304 4A5- 2om 0.550 nw 14.35 22.14 0 0 0 0 30 0 431 664 4A5- 2omd 0.580 nw 15.14 27.72 64 0 969 1774 0 0 0 0 12C- Osw_ 0`091 2.38' 1.51 0 0 o b 0 76 O' 11DO'' 03 90 n', 0.1,8 12.272 0 o 2 0 0 1 0 0 0 1 613-30ad 0.032 0.84 1.76 282 282 235 495 254 254 212 446 F 9 Cscp 19C0.049 - j' 6.44 0.31 0 0 0 0..' 0 22A- tom M1 1. 180 30.80 0.00 282 33 1001 0 254 40 1217 L. .. ..... 0 n 6 c) AED excursion 278 254 Envelope loss/gain 3413 3814 3278 2619 121 a) Infiltration 495 179 601- 217 b) Room ventilation 0 01 0 0 13 Internal gains: Occupants @ 230 0 0 2 460 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 3907 3993 3879 3296 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3907 3993 3879 3296 15 Duct loads 11% 22% 432 8911 11% 22% 429. 735, Total room load 4339 4883 4307 4032 Air required (cfm) 0 221 0 182 Calculations ar)Droved bv ACCA to meet all recluirements of Manual J 8th Ed wrigtstsoit 2018-Jan-29 16:12:13 ACON Comfort BLilderbyWrigtisoftl8.0.07RSU30040 Page 4 t 142 Sorrento 8 RHG - S\Sorrerto B RHG - M.rulo Calc = W8 House faces: S Job: Sorrento B RHGRight-J® Worksheet Entire House Date: 09-06-2017 One Stop Cooling and Heating By: LF/RI/BP/AT 7225 Sardlscove Gout, Wirter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopCoolirg.00m Licerse: CAC032444 1 Room name MTOI N16TH 2 Eposedwall 0 ft 13.0 It 3 Room height 9.3 It heatbool 9.3 It heat/cool 4 Room dimensions 3.5 x 6.0 ft 6.5 x 13.0 It 5 Room area 21.0 ft2 84.5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number BtuhRt2-°F) BtuhV) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P!S Heat Cool Gross N/P/S Heat Cool 6 W , 12B-Osw 0 097 ne ' 2:53 2 $2 0 , 0 0 0 0 0 0 r:0'. VV 13A-4ocs 0.143 ne 3.73 2.90 0 0 0 0 0 0 0 0 I-G 4A5-2om 0.550 ne 14.35 22.14 0 0• 0 0 0 0 0 0 12B Osw 0.097 se 2.53 2.82 0 0 0 0 0 0 0 0 11 4A5-2om 0:550 se 14.35 21.42 0 0 0 0 0 0 00. 4B5 2fm 0540 se.,; 14:09 21.90 0 0 ' ' 0 0 0 0 V 13A-4ocs 0.143 se 3.73 2.90 0 0 0 0 0 0 0 0 D 11 DO 0.390 se 10.18 12.27 0 0 0 0 0 0 0 0 J 12B-6sw - 0.097 sw 2.53' 2 82 0 0 0 0 0 0 0 0 0;550 aw 14.35; 2142 1- 0 0 0 0 0 0 D A. B5 2fm ; 0,546 ssni, 14.09; 20.81 .... 0- 0 0 0 0 F 0 0: 13A-4ocs 0.143 sw 3.M 2.90 0 0 0 0 121 117 436 1 M 4A5-2om 0.550 sw 14.35 21.42 0 0 0 0 0 0 0 0 465-2fm 0.540 sw 14.09 24.09 0 0 0 0 0 0 0 0 4135-2fm 0.550 sw 14.35 24.27 0 0 0 0 4 0 57 97 t2B-Osw O'097 nw 2.53 2:82 0 0 0 0 0 0 0 0 485 2fm 0.540'rnv 14.09 23.59- 0 0 0 0 00 00: 48,5 2fm 0.550 nw i 14.35 22.14 0 0 0 0 i, 0 0 0 13A-4ocs 0.143 nw 3.73 2.9'0 0 0 0 0 0 0 0 0 4A5-2om 0.550 nw 14.35 22.14 0 0 0 0 0 0 0 0 4A5-2omd 0.580 nw 15.14 27.72 0 0 0 0 0 0 0 0 12C0sw 0:091 2.38' 1.5Y; 0 0 0 t 0"0'0 0:'0 11;D0= 0390 n. 10.18', 12.271, 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 21 21 18 37 68 68 57 120 F 9C 19cscp. , O:049 0.44 0.31; 0 0. 0 0 0 0 F 22A tpm 11 30.80 0.00 21 01 0 85 13 400 0 61 c) AED excursion 1 115 Envelope loss/gain 18 36 951 571 12 a) Infiltration 0 0 198 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) 18 36 1149 642 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 749 353 14 Subtotal 18 36 1898 995 15 Duct loads 11 % 22 % 2 8 11 % 22 % 210 222 Total room load 19 44 2108 1217 Air required (c fm) 0 21 0 55 Calculations amroved by ACCA to meet all requirements of Manual J 8th Ed. F1-- wrigtatsoft'" 2018-Jarr2916:12:13 AGC P Gomfort Builder by W rightsoft 18.0.07 RSU30040 Page s t 142 Sorrerto B RHG - S\Sorrerto B RHG - M.rup Calc = MJ8 House faces: S Job: Sorrento B RHG ST Right-J® Worksheet ee Entire House Date: 09-06-2017 By: LF/RI/BP/AT One Stop Cooling and Heating 7225 Sandscove Court, Wirter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wmuOneStopCooling.com License: CAC032444 1 Room name MWIC H 2 Exposed wall 0 It 5.5 ft 3 Room height 9.3 ft heaticool 9.3 ft heattcool 4 Room dimensions 1.0 x 60.9 ft 1.0 x 172.9 It 5 Roomarea 60.9 ft2 172.9 ft2 Ty Construction number U-value Btuh/tz°F) Or HTM 6tuh/ft2) Area (ft2) or perimeter ft) Load Btuh) Area (ft2) or perimeter ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1N, ,, ,12B Osv, ne, ., 2:53'"2:82:. 0 0 0 .. 0 0 0 0 ta'- 13A-4ocs 0.143 ne 3.73 2.90 0 0 0 0 0 0 0 0 1 1 4A5-2om 12B Osw 4A5 tom 4B5 2fm 0.550 0:097 0.550 0:540 ne - se - ' se - - se 14.35 2 53 14 35 1409 22.14 2 82 _b 21:42 - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0: 1 13A-4ocs 0.143 se 3.73 2.90 0 0 0 0 51 27 101 79 t-D 11 DO 0.390 se 10.18 12.27 0 0 0 0 24 24 244 294 U112B Osw 0 097 0.540 sw sw- 2.53 14.09 2 82 2081 0 0 0 0 0 0 0.°,0 0 0 Q 0 0 13A-flocs 4A5-2om 0.143 0.550 sw sw 3.73 14.35 2.90 21.42 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4B5-2fm 0.540 sw 14.09 24.09 0 0 0 0 0 0 0 0 4135-2fm 0.550 sw 14.35 24.27 0 0 0 0 0 0 0 0 12B Osw 4B5 2tm 4B5 2fm 0.097 0:540 0.550 nw, nw .: nw' . 253 14.09 14:35 2.82 ! 23.59 2214 0 0 0 0 0 0 0 0 r 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0' 1 1 13A-4ocs 0.143 nw 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2om 0.550 nw 14.35 22.14 0 0 0 0 0 0 0 0 4A5-2omd 0.580 nw 15.14 27.72 0 0 0 0 0 0 0 0 F7 D 12C Osw 11 DOi 0:091 0;,3,90 n : 2.38 1018 1.51 ' 12 27 t 0 0 0 0 0 0 0 0 98 0 98 0 232 0 147. 0 C 16B-30ad 0.032 0.84 1.76 4.3 43 36 76 0 0 0 0 F, .. 19G 19csc{ 0.049 0.44 r0.31 0 0 0 0 t 0 0 i, 0'.'. 0: F 22A-ipm 1.180 30.80 0.00 61 0 0 0 173 6 169 0 61 c) AED excursion 2 14 Envelope loss/gain 36 74 747 506 12 a) Infiltration 0 0 84 30 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Applianoesiother 0 0 Subtotal (lines 6 to 13) 36 74 831 536 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 171 110 831 536 14 Subtotal 207 184 0 0 15 Dudloads 11% 22% 23 41 11% 22% 0 0 Total room load 230 225 0 0 Air required (cfm) 0 10 0 0 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed wrightsoFt 2018-Janr2916:12:13 Comfort Bulder by W rig flsoft 18.0.07 RSU30040 Page 6 ACCN t 142 Sorrerto B RHG - S\Sorrerto B RHG - M.rup Calc = MJ8 House faces: S Right-J® Worksheet Job: Sorrento B RHG E_ Date: 09-06-2017EntireHouse By: LF/RI/BP/AT One Stop Cooling and Heating 7225 Sardscove Coot, Winter Park, FL 32792 Phors: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopGoolirg.com Licerse: CAC032444 1 Room name BED2 BED3 2 Exposed wall 25.0 ft 25.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heaV000l 4 Room dimensions 13.5 x 11.5 ft 1.0 x 164.0 ft 5 Room -area 155.3 ft2 164.0 ft2 Ty Construction number U-value Btuh/ft2-°F) Or HTM Btuh/t2) Area (ft2) or perimeter ft) Load Btuh) Area (ft2) or perimeter ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool W ,. 26 126 31963551B0s Uhl 13A-4ocs 0.143 ne 3.73 2.90 0 0 0 0 0 6 0 0. G 4A5-2om 0.550 ne 14.35 22.14 0 0, 0 0 0 0 0 0 11 12E Osw 0.097 se se 2.53 14-35 2.82 21.42 A 0 0 0 0 0 0 0 99 15 84 2 213 215 237; 321 4B 2fm 0550540 21.9QI 0 0 0 0`,,. 0 0 13A-40cs 0.143 se_ se 1409,:.. 3.73 2.90 0 0 0 0 0 0 0 0 0 11 DO 0.390 se 1018 12.27 0 0 0 0 0 0 0 0 120 Osw 0:097 sw 2 53 - 2 82 0 0 0 0 0 0 0 0' G 4A5 torn 13A-4ocs 4A5-2om 0.550 040 0.143 0.550 sw sw, sw sw 14 35 ' 1409 - 3.73 14.35 21.42 20.81= 2.90. 21.42 0_ 0 0 0 D 0 0 0 0 0 0 0 0 0 0 0 0 Or 0 0 0 00 0 0 0 0 0 0 0„ 0 0 4135-2fm 0.540 sw 14.09 24.09 0 0 0 0 0 0 0 0 4B5-2(m 4852fm 485-2im_u 0.550 0.097 0540 0:550 sw nw nw nw., 14.35 53 ` 14.09'_ 14.35 24.27 2k 23.59 22.14` 0 122 0 15 0 107 0 0 0 270 0 215 0 300 0--0'0 332 0_ 0 0 0 0 0 0 0 o 0 0 0 0 0 0' V J 13A-4ocs 0.143 nw 3.73 2.90 0 0 0 0 0 0 0 G 4A5-2om 0.550 nw 14.35 22.14 0 0 0 0 0 0 0 0 G 4A5-2omd 0.580 nw 15.14 27.72 0 0 0 0 0 0 0 0 12C Osw 11 D0 ".,- 0.091 0,390 n ' 2.38. 10.18.12:27;0 1.51= 0 0 0 0 0 0 0 0 0 0 0 0 0 0_ Of, C 16B-30ad 0.032 0.84 1.76 155 155 130 273 164 164 137 288 F; ..-, 19C-19csgi 0:0490.44:,. 0.311 0 0 0 0 F 22Alpm 1.180 30.80 0.00 0 0 0 0 0 0 61 c) AED excursion 184 157 Envelope loss/gain 877 1280 928 1290 12 a) Infiltration 368 133 368 133 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 1 230 Appliances/other 0 0 Subtotal (lines 6 to 13) 1245 1643 1296 1652 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1245 1643 1296 1652 15 Ductloads 11 % 22% 138 367 11 % 22% 143 369 Total room load 1382 2010 1439 2021 Air required (cfm) 0 91 0 91 Calculations aooroved bvACCA to meet all requirements of Manual J 8th Ed. F.&- wri9htsaft 2018-Jan-2916:12:13 Comfort Builder by Wrightsoft 18.0.07 RSU30040 Page 7 t 142 Sorrento B RHG - S\Sorrerto B RHG - M.rup Calc = MJ8 House faces: S Right-J® Worksheet Job: Sorrento B RHG O eo,` T , Entire House Date: 09-06-2017 By: LF/RI/BP/AT One Stop Cooling and Heating 7225 Sardscove Cout, W irter Park, FL 32792 Phore: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOrieStopCooling.com License: CAC032444 1 Room name T012 BED4 2 E>posed wall 7.5 ft 24.5 ft 3 Room height 9.0 ft heat/cool 9.0 It heaV000l 4 Room dimensions 6.0 x 6.0 ft 1.0 x 137.0 ft 5 Room -area 36.0 ft2 137.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ t2-°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 W" 2BOw 0:097 ne 2' 14 14 34., 386 V I 13A-flocs 0.143 ne 3.73 2.90 0 0 0 0 0 0 0 0 l--G 4A5-2om 0.550 ne 14.35 22.14 0 0 0 0 0 0 0 0 12B-Osw 0097 se' 2.53 2.82 54 48 122 135 117, 11 281 313 1 1 4A5 tom 0550 se : 14.35 21.42 0 0 0 0, 0 0 0 0' 4B5 2fm 0540 se " 14.09` 21.90 , 6 1 85 131 ;':„ 6 1 85._ 131 Val' 13A-flocs 0.143 se 3.73 2.90 0 0 0 0 0 0 0 0 z 11 DO 0:390 se 10.18 12.27 0 0 0 0 0 0 0 0 12B Osw 0:097 sw 2:53 2.82 0 0 0 0 104 89 249, 0 0-' 0 0 15'; 2215 321. 4B OOi540 13.78 22.90 0 0 0 , s. .... 0 '" Q O22fmcs43sw0000 4A5-2om 0.550 sw 14.35 21.42 0 0 0 0 0 0 0 0 465-2fm 0.540 sw 14.09 24.09 0 0 0 0 0 0 0 0 4135-2fm 0.550 sw 14.35 24.27 0 0 0 0 0 0 0 0 128Osw -• 0.097 nw- 253 2.82 0 0 0 0- 0 0 0-'0 4652fm 0:540nw' 14.09. 23.59 0 0 0 0 0 0 0 0 465 2fm 1 0.550 nw . y14.35 22.7 4 ,.,. O 0 0 s 0 . D 0 13A-40s 0.143 nw 3.73 2.90 0 0 0 0 0 0 0 0 4A5-20m 0.550 nw 14.35 22.14 0 0 0 0 0 0 0 0 4A5-2omd 0,580 nw 15.14 27.72 0 0 0 0 0 0 0 0 12C Osw 0091-, 2.38 1.51 p 00 0 Q 11D0 0.390 n . 1 OA8 1227 0 0 , 0 0 C 168-30ad 0,632 0.84 1.76 36 36 30 137 137 241 F. 0.31 36 36 63 219C-19 114 0s F 22A-tnm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 1 45 115 Envelope loss/gain 286 424 929 1278 12 a) Infiltration 110 40 361 130 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 1 230 Appliances/other 0 0 Subtotal (lines 6 to 13) 397 464 1290 1638 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 98 540 14 Subtotal 397 464 1387 2178 15 Dud loads 11 % 22 % 44 103 11 % 22% 153 486 Total room load 441 567 1541 2664 Air required (cfm) 0 26 0 120 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed. Fk- wrightsoFt°` 2018-Jarr2916:12:13 Comfort Builder by Wrightsoft 18.0.07 RSU30040 Page 8 ACON t 142 Sorrerto B RHG - S\Sorrerto B RHG - M.rup Calc = MJ8 House faces: S Right-M Worksheet Job: Sorrento B RHG J. Entire House Date: 09-06-2017 One Stop Cooling and Heating By: LF/RI/BP/AT 7225 Sardscove Cout, Winter Park, FL 32792 Phore: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOrsStopCoolirg.com License: CAC032444 1 Room name LOFT STC2 2 Exposed wall 12.0 It 15.5 ft 3 Room height 9.0 ft heat/cool 9.0 It heaticool 4 Room dimensions 1.0 x 191.0 ft 4.5 x 11.0 ft 5 Room area 191.0 ft2 49.5 ft2 Ty Construcbon U-value Or HTM Area (ft2) Load Area (ft2) Load number BtuhAt2--F) BtuhAt2) or perimeter ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 4V, "; J2B Osw" _ ; " .`" ... 0:097 ne 2.53 2.82 0 0 0 0 "'< f . 0 0 UJ 13A-4ocs 0.143 ne 3.73 2.90 0 0 0 0 0 0 0 0 L-G 4A5-2om 0.550 ne 14.35 22.14 0 0 0 0 0 0 0 0 12B Osw 00097 se" 2.53 2.82 0 0 0 0 0 A 0 0 1 1 4A5-2om 0:550 se 14.35 21.42 0 0 0 0"" 0 0 4 0 0 4B5-2frn " ' 0.540 se..: 14.09 21.90 0 0 0 0 ." 0 0 t-D 13A-4ocs 0.143 se 3.73 2.90 0 0 0 0 0 0 0 0 11 DO 0.390 se 10.18 12.27 0 0 0 0 0 0 0 0 12B Osw 0.097 sw : " 2.53 2.82 0 0 0 0 99 91 230 256; 4A 2orn 0:550 14.35 21,42;0 0 0 0 = 0 0 0 0- 4B5-2fm - 0 546 sw ; - 14.09; "- 20.81; 0 0 0 0 8 3 113 166 13A-4ocs 0.143 sw 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2om 0.550 sw 14.35 21.42 0 0 0 0 0 0 0 0 4135-2fm 0.540 sw 14.09 24.09 0 0 0 0 0 0 0 0 4B5-2fm 0.550 sw 14,35 24.27 0 0 0 0 0 0 0 0 126 Osw 0:097 nw 2.53` 2.82 108 104 263 293 = 41` 41 7 03 114. 4135-2fm 0'540 nw"' 14.09 23.59 4 0 56 94 := 0 0 0 0: 4B5-2fm , '; 0:550 my 1 14.35. 22.14 0 0 0 Q -. 0 0 0 0 1 J 13A-4ocs 0.143 nw 373 2.96 0 0 0 0 0 0 0 0 4A5-2om 0.550 nw 14.35 22.14 0 0 0 0 0 0 0 0 I-GG 4A5-2omd 0.580 nw 15.14 27.72 0 0 0 0 0 0 0 0 12C Osw 0:091 2.38; 1.51` 0 0 0 0 0 0 0 0 1iD0 "" , • 0.390 n' ;, 10.18" 12.27 0 0 0 0 0=.. 0 00 C 16B-30ad 0.032 0.84 1.76 19,1 191 160 336 50 50 41 87 19C.19cscp 0049 0.44' 0.31: 3 3,.. 1 1 s 0? 0 0 0, F 22A-tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 126 147 Envelope loss/gain 480 750 487 671 12 a) Infiltration 177 64 228 82 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) 657 814 715 753 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 810 1290 715 753 14 Subtotal 1467 2103 0 0 15 Duct loads 11% 22% 162 469 11 % 22% 0 0 7Total room load 1630 2572 0 0 Air required (cfm) 0 116 0 0 Calculations approved bvACCA to meet all reauirements of Manual J 8th Ed 14- wrigtatsoft 2018-Jarr2916:12:13 Comfort Builder by Wrigftsoft 18.0.07 RSU30040ACCNPage9 t 142 Sorrento B RHG - S\Sorrerto B RHG - M.ru p Calc = MJ8 House faces: S I AIN Right-J@ Worksheet Job: Sorrento B RHG t" Swp Date: 09-06-2017 Entire House By: LFRUBPAT One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopCoolirig.com License: CAC032444 1 Room name 2 E)posed wall 0 ft 4.5 ft 3 Room height 9.0 ft heat/cool 9.0 It heaV000l 4 Room dimensions 2.5 x 3.0 ft 4.5 x 4.5 ft 5 Room area 7.5 ft' 20.3 112 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft--F) Btuh/ t2) or perimeter It) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W: B-O-' ne: 2.53 2.82 0 0 0 0' o 13A- flocs 0.143 ne 3.73 2.90 0 0 0 0 0 0 0 0 4A5- 2om 0.5501 ne 14.35 22.14 0 0 0 0 0 0 0 0 1213- 0sw 5 3 i; '2.82 6 0 0 0 0 11 4N 2orn. 0,550, se'.1 14.35 2142 0 0 0 0 0 o 0 O 540 14.09 21.90 .9o 0 0 o w T- 0 3A- flocs 111DO0.143 se 3.73 2.90 0 0 0 0 0 0 0 0 0'. 390 se 10.18 12.27 0 0 0 0 0 0 0 0 I 0`097 I'll.-, sw, I 2 82, il' 42 0 6 b 4 41 o T S, 14 51 o 0 0 0 4 0!540' s-w. 4-P 9 20.81. 0 0 0 0 0 13A- 4ocs 0.143 sw 3.73 2.90 0 0 0 6 0 0 0 0 4A5- 2om 0.550 sw 14.35 21.42 0 0 0 0 0 0 0 0 4135- 2fm 0.540 sw 14.09 24.09 0 0 0 0 0 0 0 0 4B5- 2fm 0.550 sw 14.35 24.27 0 0 0 0 0 0 0 0 W'' 12E-Osw'.,' 0 bb n 2.82 0 6 b 6 0: nw- 59 0 0 v0 0 0 0 0 0 4B5- 2fm OZ50 nw, 14.35: 4 0 0 0 13A- flocs 0.143 nw 3.73 2.90 0 0 0 0 0 0 0 0 4A5- 2o 0.550 nw 14.35 22.14 0 0 0 0 0 0 0 0 4A5- 2omd 0.580 nw 15.14 27.72 0 0 0 0 0 0 0 0 12C- 0sw-",':":";'- 0.091 2'-38 T511 0. 0 o 0 0 O 0 111DO' 0390, n 10,181 227:, 0 0 0 C 16B-30ad 0.032 84 1.76. 8 8 6 13 20 20 17 36 049 0.31, 3 2 0 0 0 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 7 ee zi ZI 6 c) AED excursion 0 28 Envelope loss/gain 10 15 119 122 12 a) Infiltration 0 0 66 24 b) Room ventilation 0 0 0 0 13 internal gains: Occupants @ 230 0 0 4 920 Applianoes/ other 1 0 0 Subtotal ( lines 6 to 13) 10 15 1861 1066 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 10 15 186 1066 14 Subtotal 0 0 0 0 15 Ductloads 11%1 22% 01 01 11% 22% 0 0 Total room load 0 0 0 0 Air required (cfm) 0 01 10. 0 Calculations ar)Droved bvACCAto meet all reauirements of Manual J 8th Ed 201 8-Jan- 29 16:12:13 Comfort BLilderbyWrigilsoftl8.0.07 RSU30040 Pae 10 AGCR t 142 Sorrento B RHG.- S\Sorri nto B RHG - V.rup Calc = MJ8 House faces: S g 4!1's Job: Sorrento B RHGRight-J@ Worksheet O Date: 09-06-2017NESIMPEntireHouse By: LFIRUBPAT One Stop Cooling and Heating 7225 Sardscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopCoolirig.com License: CAC032444 1 Room name 8TH2 2 Exposed wall 0 ft 3 Room height 9.0 It heaV000l 4 Room dimensions 6.0 x 5.5 ft 5 Room. area 33.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area Load number Btuh/Tt-'F) BtuhAt2) or perimeter (ft) Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W,::,'/, 12E O"sW;,' 6 o6' ne 4. ,2.53 b O t-G 13A-40cs 0.143 ne 3.73 2.90 0 0 0 0 4A5-2cm 0.550 ne 14.35 22.14 0- 0 0 0 w 0097 e 2.53 2.82 0 0 0 11 4A5-2offi:, F0550 se`, 14,35 21:42 0 4. 0 0 se' 14. 9 0 0 0 0 Uu 1 3A-flocs 0.143 se 3.73 2.90 0 0 0 0 t- D 11 DO 0.390 se 10-18 12.27 0 0 0 0 12B-, OGw' 0 2.82 0 Z; 0 0: E556 sw-: 14.35 2142 o 0 E540 sw„ 14. 0 O o- 13A-flocs 0.1431 sw 1 3.73 2.90 6 6 0 4A5- 2om 0.550 sw 14.35 21.42 0 0 4135- 2fm 0.540 sw14.09 4: 24.09 0 0 0 0 4B5- 2ft-n 0.550 sw 14.35 24.27 0 0 0 01 UtJ 13A-flocs 0.143 nw 3.73 2.90 0 0 0 0 4A5- 2om 4A5- 2omd 12C Osw 0. 550 0. 580 0091'- nw nw 14. 35 15. 14 238 22. 14 27. 72 1. 51, 0 0 0 0 0 0 0 0 I,", 0 0 I F- 11 DO, 1613- 30ad 3 o96 0. 032 n: 1O.18t 01. 8.4 27. Q 33 O 313 0 28 I ' 0 58 D' C Fe 1 9C-1 gcscp.,; 0.049 0.4 1. 76 0. 3 , 1 27 27 8 F 22A-Ipm 1.180 L 30.80 0.00 0 0 0 61 c) AED excursion 1 -2 1 Envelope loss/gain 40 65 12 a) Infiltration 0 0 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/ other 0 Subtotal ( lines 6 to 13) 40 65 Less external load 0 0 Less transfer 0 0 Redistribution 3 4 14 Subtotal 42 69 15 Ductloads 11% 22% 5 15 1 Total room load 7E 47 84 Air required (cfm) 0 4 Calculations ar)Droved bv ACCA to meet all reau i rem e nts of Manual J 8th Ed. 2018- Jar,29 16:12:13 Comfort Bulder byWrigftsoff 18.0.07 RSU30040 Page 11 t 142 Sorrento B RHG - S\Sorrerto B RHG - M.rLp Calc = W8 House fares: S Duct System Summary IONTSITOP Entire House CDOUNG AND NEAT NG, LLG.-- One Stop Cooling and Heating Job: Sorrento B RHG Date: 09-06-2017 By: LF/RUBP/AT 0 Fax: (407) 629 - 9307 Web: wmuOrieStopCooling.com MIN g' cis s a.,, i's, y, j h,... ,. :-v"• mac. t € _ s %""' r _ 0"'`-"'9 y „ -a." Pro ect InformatorrI T'.'i3.eUWSR. For: Park Square Homes 2422 Waxwing Way, Sanford, FL External static pressure Pressure losses Available static pressure Supply/return available pressure Lowest fri cti on rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.149 in/1 00ft 0 cfm 228 ft Cooling 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.149 i n/100ft 1160 cfm a 4 SkaiuIBranchDeta able Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BED2 c 2010 0 91 0.225 6.0 Ox 0 VIFx 26.1 125.0 st4 BED3 c 2021 0 91 0.214 6.0 Ox 0 VIFx 24.1 135.0 st4 BEN c 2664 0 120 0.233 6.0 Ox 0 VIFx 25.7 120.0 st4 BTH2 c 84 0 4 0.258 4.0 Ox 0 VI Fx 16.7 115.0 st4 DINE c 918 0 41 0.218 5.0 Ox 0 VIFx 24.1 132.0 st2 GRT c 4883 0 221 0.201 8.0 Ox 0 VIFx 32.5 137.0 st2 KIT c 2119 0 96 0.149 7.0 Ox 0 VIFx 60.5 167.0 st3 LNDY c 1185 0 54 0.159 5.0 Ox 0 VIFx 52.5 162.0 st3 LOFT -A c 2572 0 116 0.240 6.0 Ox 0 VIFx 21.6 120.0 st4 MBED c 4032 0 182 0.175 8.0 Ox 0 VIFx 47.2 147.0 st2 MBTH c 1217 0 55 0.181 5.0 Ox 0 VI Fx 45.5 142.0 st2 MTOI c 44 0 2 0.190 4.0 Ox 0 VIFx 36.6 142.0 st2 MW IC -A c 225 0 10 0.188 4.0 Ox 0 VI Fx 34.0 147.0 st2 PW DR c 1126 0 51 0.155 5.0 Ox 0 Vl Fx 58.0 162.0 st3 T012 c 567 0 26 0.229 4.0 Ox 0 VI Fx 23.3 125.0 st4 Su I i'runkrDetait Tabie Tl?RY97 _ _ i TrunkHtgClgDesign Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st3 PeakAVF 0 200 0. 149 453 9.0 0 x 0 VinlFlx st2 sti PeakAVF 0 1160 0. 149 656 18.0 0 x 0 VinlFlx st2 PeakAVF 0 712 0. 149 666 14.0 0 x 0 VinlFlx st1 St4 PeakAVF 0 448 0. 214 1 571 12.0 0 x 0 VinlFlx st1 wrightsoft" 2018-Jan-2916:12: 15 Comfort Bolder by W righlsoft 18.0.07 RSU30040 Page 1 YCCA t 142 Sorrerto B RHG - S\Sorrerto B RHG - M.rup Calc= MJ8 House faces: S ReturnBranchDeta>1iab[e- AN- is'aL Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) cfm) cfm) ft) FR fpm) in) in) Opening (in) Mat Trunk rb1 Ox 0 0 1040 0 0 0 0 Ox 0 VIFx rb3 Ox 0 0 120 0 0 0 0 Ox 0 VI Fx wrightsoft, r n Comfort Builder by Wrighsoft 18.0.07 RSU30040 J+CA ...t 142 Sorrerto B RHG - S\Sorrerto B RHG - M.rup Calc = MJ8 House faces: S 2018-Jarr29 16:12:15 Page 2 Static Pressure and Friction Rate Job: Sorrento B RHG ON_ Date: 09-06-2017 h OP Entire House By: LF/RIBP/AT GOOLINO.ANO HEATING,LLO. One Stop Cooling and Heating 7225 Sandscove Cout, Wirter Park, FL 32792 Phore: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopGooling.com License: CAC032444 For: Park Square Homes 2422 Waxwing Way, Sanford, FL Ava lable Stat c Pressure Heating Cooling staticExternalpressure0.50 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 length 228 0 Total effective length 228 2 Heating Cooling 10/0 Supply0.149 OK 0.149 OK Return Ducts 0.149 0.149 OK Supply 4X=35, 11 A=20, 11 G=5, 11 G=5, 11 A=20, 11 H=7, 11 G=5, 11 G=5, 11 M=20, 11 G=5, 11 G=5, 1 A=35: Total EL=167 Return TotalEL=O wrigh$^sof , 201 8-Jan-29 16:12:15 N: • - ds. „• • •- r -•.,,, m Comfort Bulder by W righlsoft 18.0.07 RSU30040 Page 1 t 142 Sorrerto B RHG - S\.Sorrerto B RHG - M.rup Calc = MJ8 House faces: S 10X6 52 drn EF1 VTW Job #: Sorrento B RHG Performed by LF/RI/BP/AT for: Park Square Homes 2422 Waxwing Way Sanford, FL Level 1 One Stop Cooling and Heating 7225 Sandscove Court Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 www.OneStopCooling.com Scale: 1 : 66 Page 1 Comfort Builder by Wri htsoft 18.0.07 RSU30040 2018,Jan-29 15:53:49 p\REDLINE\Sorrento B RHG-M.rup SUPPLY FLEX DIRECT t0 AHU DAMPER 1. 12" DAMPER 2- 14" BYPASS -12" Level 2 Sup Riser 1d" 11 II - i li II i 11 II i II II I Il II I L 1 i I I Job #: Sorrento S RHG Performed by LF/RUSP/AT for: Park Square Homes 2422 Waxwing Way Sanford, FL One Stop Cooling and Heating 7225 Sandscove Court Winter Park, FL32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 www.OneStopCooling.com Scale: 1 : 66 Page 2 Comfort Builder by Wrightsoft 18.0.07 RSU30040 2018,1an-29 15:53:50 p\REDLINE\Sorrento B RHG-M.rup DESCRIPTION AS FURNISHED: Lot 142, WYNDHAM PRESERVE, as recorded in Plat Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Earic Deleon Martin Jr.; Park Square Enterprises, LLC (a Delaware Corporation); PSH Title, LLC; Fidelity National Title of Florida, Inc.; FBC Mortgage LLC ISAOA/ATIMA CU 4`r LOT 141 LOT 140 N 89°40 51 E REC. 1/2" I.R. yp6 REC. N&D ry9y ti J4596 yo 4596 ti9' 61.00 ------ O 2.6' ON I 20.00' I AC PA 5' AC PAD 11 20.00' 126.00' 14.7' 15.3' PI COV'D. CONC. N I 15.3' w I vl O O O I 4 ko TWO CO o I LOT o142 , RESIDENCEY F.F.- 30.84' U) n 26.00' o COV'D. d BRICK o 2.6' I 9.3' o ON 20.7' C. P.C. ISET 4596 BRICK i6' j7 WALK BRICK DR. D=90°00'00" ` R=25.00' L=39.27' C=35.36' CB=S 45019'09" E SETBACKS AS FURNISHED FRONT = 25'(•) REAR = 20' SIDE = 5' (40' LOT) 7.5' (60' LOT) 10' (75' LOT) SIDE STREET = 25' (60' & 75' LOT) 15' (40' LOT) K) 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 G J-*-- = PROPOSED DRAINAGE FLOW LOT GRADING TYPE A' pQ PROPOSED F.F. PER PLANS = 30.7' Q 5.00, a 5.00' 25.00 25.00' 10' UTIL tittiry, ESMT. 5' CONC. WALK SET N&D P'T 4596 0.1' ONLINE ON 5145 N 89°40'51 E6D 36.00' WAXWING WAY G 50' PRIVATE R/W) PLOT PLAN AREA CALCULATIONS LOT 143 TOTAL LOT AREA 6,576 t SQUARE FEET FLATWORK ON/OFF LOT = TOTAL t SQUARE FEET FLATWORK DRIVE 400/ 110= 510 t SQUARE FEET FOUNDATION/PAD 1,744 t SQUARE FEET WALKS 37/ 880= 917 t SQUARE FEET REAR PATIO 112 t SQUARE FEET FRONT PORCH DECK 62 t SQUARE FEET SOD 4,208/ 300t =4,508t t SQUARE FEET POOL DECK N/A t SQUARE FEET NOTE. FRONr SIDEWALK AND STREET LOCATION TAKEN FROM PLANS PROVIDED BY CUENT • NOT FIELD VERMED - CR UISEYWE-K.E'R — SCO TT do A SS'O C. , IN(,. — LAND , -) UK vP,1- uRS LEGEND - LEGEND 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P PLAT PILL • POINT ON LIE NOTES: F FIELD TYP. • TYPICAL IF, RON PIPE par- POINT [F REVERSE CURVATURE. 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE SFANOARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF RODRC.C. • POINT OF COMPOUND CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS W CHAPTER SJ-17 FLORIDA ADMINASTRITNE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUESIRONGL • CONCRETE MONUMENT RAD. RADIAL 1. UNLESS EMBOSSED WRH SVRVEI'0R'S SIGNATURE ANO ORIGINAL RAISED SEAL. THIS SURVLYY MAP OR COPIES ARE NOi VALRH. SET LR. . 1/2' IR UeLH 43% HR. •VION-RADIAL REC. • RECOVERED V.P.C. VITNESS POINT 3. THIS SURVEY WAS PREPARED FROM TRIG IATURMAND F GINAL R TO 7SE SURVEYOR. THERE MAY BE OTHER PII.B. .POINT OF HEGINIONG CAL • CALCIA.ATEO OR EASOAENTS Tl{AT AFFECT THIS PROPERTY. PzXZJC. POINT OF COHENCENQIT PRM. PERMANENT REFERENCE NWAENT 4. NO UNDERGROUND IMFWOVE A HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. f • CENTERLINE F.F. •FINISHED FLOOR ELEVATIIDI 5. THIS SURVEY 1S PREPARED FOR THE SOLE BENEFR OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. NLD . NAV- L DISK aSJ. • 81IRD1N0 SETBACK LINE BENCHMARK 8. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNLARY LINES. ESMT VAY ILK : BASE HEINO7. BEARINGS ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.) . DRAIN. •DRAINAGE 8. ELEVATIONS• IF SHOWN. ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. UNLESS OTHERWISE NOTED UTIL • UTILITY - 9. CVMFrATE OF AUTHORIZATION No. 4598. CLFC. • CMAIN LINK FENCE vaFC• - VOOD FENCE SCALE I---- 1' - 20' ^ DRAWN BY: •• C/B • CONCRETE HLDCK P.C. • PODR OF CURVATURE DATE - ORDER No. POOF TANGENCYyr . DRDESCRD•TD CERTIFIEDBY PLOT PLAN 08-18-2017 3335-17 R • RADDJS ,._ or°ir-uswe•'i,,cris L • ARC LENCTN REVISED PLOT PLAN (MOVED A/C) 09-19-2017 D . DELTA i •,...= ;, FERYBMRO FOUNDATION/IEM //-00-17 4890-17 cCHEIRD e. : CHUMP BEAM NORTH ;.o n, 06- 05-18 3534-18 THIS BLNDLNO\PROP M DOES NOT LIE WITHIN Tom x CRUSENMEYEZ'R.L& / 4714 THE ESTABLISHED 100 YEAR n= PLANE AS PER InRld' DAMES W. SCOTT, R.LS / 4801 ZONE X. MAP / 12117COM F (09-26-07) Revision I Response to Comments k AY . Permit # F1 " C Uo`q Project Address: _ a'y 10 way- o," Contact: i C- k-err' City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date Jam'/ 1 (Q 1 1 Ph: L(R - — 3Icy Fax: Email:iGY X1li01 ODl1 i 5•C Y1 Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water General description of revision: ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention Building 5r !S' 2.1.1$ Monta Consulting & Design of WMR and Associates, LLC Mayflower Center Phone (407) 681-1917 222 S. Westmonte Drive, Suite 100 Certificate of Authorization # 9177 Altamonte Springs, FL 32714 montaconsulting.com Structural Engineering, Truss Engineering, Third Party Inspection, Forensic Study, Project Management Residential Design and BIM Modeling for Homebuilders Park Square Homes Wyndham Preserve — Lot 142 (2078, Elev. B) Date: 05/09/18 Plan Revision: Add A/C Chase to Closet @ Bed. 2 ISSUE: Per client request, an A/C chase needed to be placed in closet @ Bedroom 2. RESPONSE: The second floor framing plan was adjusted accordingly to add an A/C chase @ Bedroom 2. All changes have been clouded and labeled with a delta 5. Sheet(s) revised: 00, 03, 08, SC & S7B i.I