Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
3825 Night Heron Dr 17-2570; NEW SFH
COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100006 DATE: September 15, 2017 1'7 —9-5 7 0BUILDINGAPPLICATION #: 17-10000656 BUILDING PERMIT NUMBER: 17-10000656 UNIT ADDRESS: NIGHT HERON DR 3825 17-20-31-502-0000-2120 q1 LI 1TRAFFICZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: 093P4SUBDIVISION: 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: 3825 NIGHT HERON DR / LOT 212 SFR PRESERVEWYNDAM FEE TYPE BENEFIT RATE UNIT CALC UNIT TOTAL DUE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single FamilyROADS -COLLECTORS Housing 705.00 1.000 dwl unit 705.00 Single Family N/A Housing .00 1.000 dwl unit FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD 00 Single Family SCHOOLS Housing 54.00 1.000 dwl unit 54.00 SSiin gle Family PARKS CO -WIDE ORD Housing 5,000.00 1.000 dwl unit 5,000.00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 51759.00 STATEMENT 1. RECEIVED SIGNATURE: PLEASE PRINT NAME) DATE: ra NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-13LDd DEPT 3-APPLICANT 1 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. O PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, 1 TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THk REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIFROMETHEFPLAANNES GOVERNING BE UPIMPLEMENTATIONPEALSOFFICE: Y1101 EASTDFIR§TOSTREE(TJESTED, 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 ORDERAND 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 THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST.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. r offf,!till1/n»I1111111l1111GRANTMALOY. CLERK, r' Of CIRCUIT COUR COUNTY CLEC R EO'92.53 017049686 COURTCOUNTY COMPTROLLER RECORDED RECORDING1FEES 10. 0r, : 04: 3g pi7 BYhdevrQTHIS INSTRUMENT PREPARED BY: Name: Michelle Brana Address: 5200 Vineland Road Suite 200 Orlando, Florida 32811 NOTICE OF COMMENCEMENT Permit Number: 17-2570 Parcel ID Number. 17-20-31-502-0000-2120 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 212 Wyndham Preserve Plat Book 81 / Pages 93-102 3825 Night Heron Dr. Sanford, FL 32771 2. GENERAL DESCRIPTION OF IMPROVEMENT: Construction of a new single family residence 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: Park Square Enterprises LLC 5200 Vineland Rd Suite 200 Orlando FL 32811 Interest in property: Fee Simple Fee Simple Title Holder (if other than owner listed above) Name: Address: 4. CONTRACTOR: Name: Park Square Homes Phone Number: 407-529-3000 Address: 5200 Vineland Road Suite 200 Orlando, Florida 32811 S. SURETY (If applicable, a copy of the payment bond Is attached): Name: N/A Address: N/A Amount of Bond: N/A 8. 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 Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration Is 1 year from date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature of Owner e , jr owners or Lessee's Aut! Wzed Offs /Oi edManager) Vishaal Gupta, Executive Vice President PAM Name and Provide Signatory's TlderOniee) Y2State ofIA40nCountyof0neThe foreg%1 g Instrument was acknowledged before me this day of -k be l - .20 7 by V 1 7'A— Who Is personally known to me B-vR Name of person statement who has produced Identification type of Identification produced: I• MICHELLE PARKISON ry SI nature f: MY COMMISSION # FF 063452 a EXPIRES: rv:: ;;*` October 30. 2017 8ondod Arir Notary Publk Undonvrllora 0 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 9-1. J 9 6 Documented Construction Value: $ • 0 A Zt'i'i LA I k - Job Address: 3825 Night Heron Dr, Sanford 32771 (Lot 212) Historic District: Yes No Parcel ID: Parent 17203150100000010 11-20 -'l -go 2- DOW - 217D Residential® Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: Construction of new single family residence Plan Review Contact Person: Michelle Parkison Title: Permitting Manager Phone: 407-529-3135 Fax: Email: mparkison(ftarksguarehomes.com Property Owner Information Name Park Square Enterprises LLC Phone: 407-529-3000 Street: 5200 Vineland Rd Suite 200 Resident of property? • No City, State Zip: Orlando, FL 32811 Contractor Information Name Park Square Homes/ Vishaal Gupta Phone: 407-529-3000 Street: 5200 Vineland Rd Suite 200 Fax: 407-529-3001 City, State Zip: Orlando, FL 32811 State License No.: CRC1330351 Architect/Engineer Information Name: Michael Thompson Phone: 407-734-1450 Street: PO Box 580937 Fax: City, St, Zip: Orlando, FL 32858 E-mail: dbec@engineer.com Bonding Company: Mortgage Lender: Address: Address: s 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 N 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 V I y a q LI , 15 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. rr17 Signature of Owner/Agent Date Vishaal Gupta Print Owner/Aaent'rName of Flonda Date MICHELLE PARKISON MY COMMISSION 1! FF 063452 EXPIRES: goober 30, 2017 Sondod Thru pbry Public UndoWtors to Me or Produced ID Type of ID Fig Signature of Contractor/Agent DateY Vishaal Gupta Print Contractor/Age s ame Signature f Notary -State of Florida Dat E1"-dUt(Jr/1AgCnL MICHELLE PARKISON MY COMMISSION p FF 063452 M= EXPIRES: October ,2017 Bondod Thru Notn P Ic Undowrllors nown to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building (a Electrical © Mechanical® Plumbing© Gas[-] Roof Construction Type: ,ice Occupancy Use: 1Z,3 Flood Zone: XSEt ATTA GNE Total Sq Ft of Bldg: 23` ` Min. Occupancy Load: 12 # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures \ Fire Sprinkler Permit: Yes No ® # of Heads Fire Alarm Permit: Yes No V 1-1 O APPROVALS: ZONING: FN 4- It, 11 UTILITIES: WASTE WATER: ENGINEERING: M'cC. FIRE: BUILDING: SC t0 1(m, I—) COMMENTS: ( N 6 Aar1.S"& v i na t Atm; k horn.e Wig 5 /net r 0.1 S W 4 a 41 , ,o l a„ _ 18 2 I wa l 4n, I I _ E/ey - A . &L, t Revised: June 30, 2015 Permit Application 4 le 0\ CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S 103,000.00 Job Address: 3825 Night Heron Dr, Sanford 32771 . (Lot 212) Historic District: Yes No Parcel ID:----Parent-17203150100000010---- --------------------Residential-[A -Commercial-El- Type of Work: New x Addition Alteration Repair Demo Change of Use Move Description of Work: Construction of new single family residence Plan Review Contact Person: Michelle Parkison Title: Permitting Manager Phone: 407-529-3135 Fax: Email: mparkison-parksquarehomes.com Property Owner Information Name Park Square Enterprises LLC Phone: 407-529-3000 Street: 5200 Vineland Rd Suite 200 City, State Zip: Orlando, FL 32811 Resident of property? : No Contractor Information Name Park Square Homes/ Vishaal Gupta Phone: 407-529-3000 Street: 5200 Vineland Rd Suite 200 City, State Zip: Orlando, FL 32811 Name: Michael Thompson Street.. PO Box 580937 City, St, Zip: Orlando, FL 32858 Bonding Company: Address: Fax: 407-529-3001 State License No.: CRC1330351 Architect/Engineer Information Phone: 407-734-1450 Fax: E-mail: dbec@engineer.com 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: 516 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. AL - !740 — r Signature of ovmer/Agent Date Vishaal Gupta Mrx MICHELLE PARKISON MY COMMISSION # FF 063452 EXPIRES: "bar 30. 2017 8ondod 1hru ydfin Publle UndatwftM ersona ly l&6" to Me or Produced ID Type of ID JA1 Signature of Contractor/Agent Date Vishaal Gupta Print Contractor/Age s ame 0Y/''Y j Signature f Notary -State of Florida Da yri•.,, MICHELLE PARKISONq•• $,: MY COMMISSION N FF 063452 EXPIRES: October , 2017 Bondod rhru Nota le Undorxrrltoro r Inown to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: COMMENTS: UTILITIES: 44 829 WASTE WATER: ENGINEERING: . FIRE: BUILDING: Revised: June 30, 2015 Permit Application Revision Response to Comments Permit # ' 3'5-7 C) Project Address: JS o1-S K-) i City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date 8' of 3. 1 '7 Contact: c> r- IL Ph: "0-115 ac Fax: Trades encompassed in revision: General description of revision: Building S9 i O.sJ.5 1 . b ErPlumbing Electrical Mechanical Life Safety Waste Water Department ROUTING INFORMATION Approvals Utilities Waste Water Planning Engineering Fire Prevention 0 Building SV-- to- IG• 1 CITY Of SANFORD FIRE DEPARTMENT PLAN REVIEW COMMENTS i Building & Fire Prevention Division Application Number: 17-2570 Date: 10/04/2017 Project Description: New SFR Contact Name: Michelle Parkison Job Address: 3825 Night Heron Dr Contact Email: mi)arkison(a)parksauarehomes.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 I are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two conies otaffected Plan sheets and/or supplemental information as requested. Permit submittals will not be accented without two conies. 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. The plumbing DWV riser only shows 2 bathrooms while the plans show 3 bathrooms. Please revise accordingly. FBC 107 1 3. Multiple plan pages show an attic access in the hallway that is sized 22 x 22. The minimum required attic access size is 22 x 30. Please revise all plan pages that reference the incorrect attic access size. FBC 107, FBCR R807.1 I 4. The Product Approval package contains many errors. Please submit two (2) copies of a correct I Product Approval package that is site specific to the house being built, addressing the following errors: Product approval and installation instructions are required for the front door and sidelight. Product approval was submitted for a swinging door without a sidelight. The single hung window submittal only includes flange style installation. Please verify if this type of window will be installed on the 2"1 floor. If not, please provide a fin style window for the 2"d floor singlelhung 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. I I 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. I Office meetines with the plans examiner to discuss comments will require an appointment, arraneed by nhone or email prior to arrival. Respectfully, Steve Fiorey, CBO f, f1 uut t l tlii! 11111111I11i GRANT MALOY, CLERK OF CIRGUITINOLE COUNTY C'LERI,,S . COURT GO920170996& MPTROLLER RECORDING 101041')0 02:04 —5RECORDEDSFEES 4 o, 00 F11 THIS INSTRUMENT PREPARED BY: Name: Michelle Brana Address: 5200 Vineland Road Suite 200 Orlando, Florida 32811 NOTICE OF COMMENCEMENT Permit Number. 17-2570 Parcel ID Number. 17-20-31-502-0000-2120 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 212 Wyndham Preserve Plat Book 81 / Pages 93-102 3825 Night Heron Dr. Sanford, FL 32771 2. GENERAL DESCRIPTION OF IMPROVEMENT: Construction of a new single family residence 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: Park Square Enterprises LLC 5200 Vineland Rd Suite 200 Orlando FL 32811 Interest in property: Fee Simple Fee Simple Title Holder (if other than owner listed above) Name: Address: 4. CONTRACTOR: Name: Park Square Homes Phone Number: 407-529-3000 Address: 5200 Vineland Road Suite 200 Orlando, Florida 32811 5. SURETY (If applicable, a copy of the payment bond Is attached): Name: N/A Address: N/A Amount of Bond: N/A S. LENDER: Name: Fifth Third Bank Phone Number: Address: 5050 Kingsley Dr. MD: 1MOC3J 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: S. 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. N if41-1 1 Signature or Owner 9ftelsef. if Ownah or Lessee's Au ad 001 IDI rlManager) State of ( 0n County of O ^ qq e The foreg I g Instrument was by t ;&A4 Vishaal Gupta, Executive Vice President Print Name and Provide Signatory's TiVelOnke) Fledged before me this All day of t%-k be r 20 7 person rnstdng Statement who has produced Identification O type of Identification produced: V At MICHELLEPARKISON ,ta SI maneMYCOMMISSIONOFF053452 ry g 3 k! M?.• EXPIRES: October30201 t8ondodTAruNotaP7 rY ubik undorwr((ora Who Is personally known to me 0-10R P18o„= 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: 3825 Night Heron Drive Property Owner: Park Square Enterprises, LLC Parcel identification Number: 17-20-31-502-0000-2120 Phone Number: 407-529-3000 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFIC A USE ON Y Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: 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# 17-2570 Reviewed by: Michael Cash, CFM Date: September 7, 2017 i P I Application for Paved Driveway, Sidewalk or 0X144Walkway Including Right -of -Way Use & F 1877- Landscaping 11 iRight-of-Way www.santordn. 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,1' 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 iirwW wulti below size and location of the existing right—of-way and use shall be provided or application could be delayed. Callwlweywdte 1. Project Location/Address: 2. Proposed Activity: 0 Driveway Walkway Other: 3. Schedule of Work: Start Date Completion Date 4. Brief Description of wort- Construction of new driveway for new single family residence This application is submitted by. Property Owner 14_ 0 i Signature: fAmku Address: 5200 Vineland Rd S t 2 Phone: (407) 529-3135 %Fax: FL 32811 Print Name: Vishaal Gupta Emergency Repairs Email: mparkison@parksquarehomes. com Date: Maintenance Responsibilitieslindemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, storrnwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the perrnittee 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 cntena, or completely restore the nght-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestors 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 ansing directly or indirectly out of or connected with the use of the City's right-of-way I have read nd understand the a ove statement and by signing this application I agre to its terms. Signature: Date: shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre -pour Inspection by: Application No: _ Reviewed: Public Works Utilities Approved: 7V Engineering SiteInspected by: Special Permit Conditions: Date: Official Use Only Fee: Date: Date: Date: Date: 1 1 1 Date: November 2015 ROW Use Driveway pdf LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: l r I hereby name and appoint: David Mercer an agent of. Park Square Homes Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): e'- The specific permit a%d application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Vishaal Gupta State License Number: CRC1330351 Signature of License H STATE OF FLORIDA COUNTY OF Orange 12/31 /17 The foregoing instrument was acknowledged before me this d4.9 ay of S 2002, by Vishaal Gupta who is Xperso rally known to me or who has produced as identification and who did (did not) take an oat S' gr ture Notary Seal) MICHELLE PARKISON MY COMMISSION p FF 063452 EXPIRES: October 30. 2017 Bondod Thtu Notory Public Undorwdtots Rev. 08.12) Print or type name Notary Public - State of "Z\or.dc,. Commission No. `F (:g-p2jA5a My Commission Expires: jo-2J-,)p(7 CITY OF SANFORD DIM BUILDING & FIRE PREVENTION PERMIT APPLICATIONp I& It Application No: % IS m Documented Construction Value: $ Job Address: a INS )-k' Historic District: Yes Nog Parcel ID: Residential Commercial Type of Work: NewJJ y— Addition Alteration Repair Demo Change of Use Move Description of Work: Plumbing new residential construction Plan Review Contact Person: _ Phone: 407-323-7515 Fax: Title: ( : W( l (' U 1 Email: info@api-orlando.com Property Owner Information Name rllC Cv 2 IY(YLLS Phone: Street: City, State Zip: Resident of property? : J n Advantage Plumbing, Inc. Contractor Information Name 407-323-7515 BoxPO Phone: _ 8954Street: Fax. City,State Zip: Sanford, FL 32772 - P State License No.: Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Informatia Phon Fax: E-ma Mortgage L 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, eta FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30. 2015 Permit Application NOTICE In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713 The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, 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. Signatureof Owner/Agent Dace Signature of Contractor/Agent Dare A Thomas Smith Print Owner/Agent's Name Print ContractodAgent's Name Signature of Notary -State of Florida Date imttrrc gOwner/ Agent is _X_ Personally Known to Me or Produced ID Type of ID L 1110, DateTd NOTARY PUBLIC STATE OF FLORIDA Cann Yt GG136869 u Expires 8/21/2021 Contractor/ Agent is X Personally Known to Me or Produced ED 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: 6-14-17 Name: Park Square Homes Job Name: Walton/Walton II 5200 Vineland Road, #200 Orlando, FL 32811 We hereby submit specifications and estimates for.• 2 Water Closets, Sterling, elongated. 3 Lavatories, owner provided. 1 Kitchen Sink, owner provided. 1 Tub, Sterling PerForma. 1 Hot Water Heater, electric, 50 gallon, with stand. 1 Shower with vinyl pan; sloping by others. 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 Chateau valves per spec. Option: Sterling 60x42 Ensemble soaking tub in master bath with skirt and thermostatic mixing valve: + $820 Option: Extra bath on 1 at floor with 1 water closet, 1 tub & 1 lavatory per spec: + $735 Bid excludes faucets and sinks. We hereby propose to furnish labor and materials — complete in accordance with the above specifications, for the sum of: Three thousand six hundred My dollars $3,650.00 with payment to be made as follows: 30% upon completion of rough in: 30% upon completion of tub set: 40% upon completion of trim All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. This proposal subject to acceptance within 30 days and is void thereafter at the option of the undersigned. Authorized Signature ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. ACCEPTED: Signature Date PO BOX 1117 - SANFORD, FL 32772 - P (407) 323-7515 - F (407) 323-8954 ADVANTAGEPLUMBING@CFL.RR.COM 7 c)5-70 DESCRIPTION AS FURNISHED. Lot 212,'WYNDHAM PRESERVE, as recorded in Plat Book 81, Pages 93 through 102 of the Public Records 'of Seminole County, 'Florida. BOUNDARY FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attomeys' Title Insurance Fund; Bank of America LOT fez S 00.16 597' E , M1he 60.00' I I 29.80' LOT 212 29.80' 10.00' 12.7' f1.T 10.00' a to o, toFORM80AR0f0UN0AT10N TOF- TOP OF FORMLOT211C AMR4CER80, O LOT 20 Cp O 0 N n 5 Ij Ij 5 1 1 25.20' 25.20' 25 20' f 0' URL EsAffi. M17E 332,58' P.C. S 00'16 57" E SETBACKS AS FURNISHED 80.00' FRONT . 25'(•) REAR . 20' SIDE 5• (4O' LOT) 7.5' (60' LOT) e NIGHT HERON DRIVE 10' (75• LOT) VF (PRNATE DRIVE) ti SIDE STREET . 25' (60' @ 75' LOT) IS' (40' LOT) 23• FRONT SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS. NO MORE THAN 2) 'IN SUCCESSION AT 20' AND A MINfMUM PLOT PLAN AREA CALCULATIONS OF (2) 0U SUCCESSION AT 23' Tam LOT AREA 6.900 t SQUARE FEET PROPOSED . FINSHED SPOT GRADE ELEVATIONS FLATWORK ON/OFF LOT o TDTAL t SQUARE FEET FLATY0" ' ' PER DRAINAGE PLANS DRIVE 40J/ 110- 51J t SQUARE FEET FOUNDATION/PAC• , Z218 f SQUARE FEET J'-. PROPOSED DRAINAGE FLAY_ j WALKS •., J0/300= JJ02 SQUARE FEET REAR PATIO 85 t SQUARE FEET LOT GRADING TYPE 'A'FRONT PORCH DECK 91S SQUARE FEET PROPOSED F.F. PER PLANS - 25 8' SOD 4A63/ 230 a+ t,Jt3 t SQUARE FEET POOL DECK N/A U: SQUARE FEET OTC 7nOM SAlWAUf ANo 311W LOCOON TAKQI FROM PLANS PNO MLD 6r CUEM , NOT MO 4LRM CRUSENMEYER-SCOTT & ASSOC., INC. - LAND SURVEYORS. Lcaom 5400 E. COLONIAL OR. ORLANDO, FL J2807 407) -277-3232 FAX 407) -658-14J8 I : I Q,•i f» : GlaO[ LNora ( ( 1 . - OOM MID r4A . 1pN1 W OCVQK qw "Tw 1. w Wdu= om o00 09)MIT cam 11MI 110 Aff4r W= ne sr,WMM,t or Man ffi now Ir ME now so." 0/ C. IA . OM r® "S. • w Or NO00 CIRVA7UC O WQy StOMW0 AM WRQS N C a N &"IY AIM ACIWRIIMOE COO[ MMMHT M SWIM 47LW ACM01 SIAN6 C 2. M •OIUOR Ga • pAOML 2T 1; . Vr LL •/Ill a91a MR ral-pAmat 2 uN1as LYOOO.AO TOM SUOtrPAt SGrMIIAAC N0 Olpoa0l PA6L0 S4L R6 MMr fur M MRS.w NW W W. Q . VOID P. . v1r1¢a Paw 1 Afa MU PAWWrW2rROMUHILL &#UW w RAOCNCO TO M[ SWMM. MW WY AC OIM IISTILnow rna : 14I0 01 SIGO.ao CAIC . CN.0 = M CASDIORS 1Wr AIrLCf 1M5 AIWOAR: I0t r®Ir V mI[NO6GM TAN rlAwow ft-CPS x raa/0R IN 1.99ACA01p0 pY11OYD10R5 WAE aCCAIm IpaDT o1NOIlwS( 9/owK - IL . CMRN.0a rl. . rLOf1,D rum O[V r101 A f110 SIRKY O PROLAM r0A nor f01E wmm or IMW MMITO 70 AN0 94CU MOr W MW VW r NA' 01M(R oYwr: wo . Aaa a OIAIt aSL • p1CI.9N1 f[TOAM a0l V - aas,r4-N.r OM pOO.WR a O AK14Mq fN&U IOA 0R 0 0G W pOM W LOC MGOW SOWLID" MOf W (8,D t0 ALWMSTOOCT mIAQ1Rr IYQS'. 0... - [.s4blr Y . we rsA.ac 7. OGtierOS. M[ $AV AA]Uao Ww APO ?1oN MEW SNONw AS AR O r It iV ) wa . ee dlrA O. GS FI (r 0 S•Io1K AM[ Ctfto ON Wt9,ML CLMiTt a91RLL *ARM V IOH, arOm annlwue Aorm r. m1Mr rr ar AurNamAtn. la ura CID were - CO rote eT • MOrt Or p CrIOK= rr • raow lma:r CERI7.9ED LM M1E OAOER Ab. f[ fa 13fGPtIM DAMPLOT PWI O8-1071017 .t1,T7-17 GC : DMI. FORYBWIPO MUNGII)OM/ .CM II-00-2017 4001-IY l - Dow sAa,a NORM M6 61Al02IC\PRO M" COLT Nor UE w1nON ME ESrAIMMO) Io0 TEN !LOCO RANE AS PER 7M* w" X / t ,71a 200E • 11• ASAP 1 12t 17C009O r (09-20-07) JAMM 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 Workonier No: 9340542-1 Report Date: 11/16/2017 In -Place Density Test Report Client: UES Technician: Alonzo Albert 5200 Vineland Road, Suite 200 Date Tested•' 11/16/2017 Orlando, FL 32811 Project: Wyndham Preserve, House Lof"Testing Area Tested: LOT 212 ( 3825 NIGHT HEROM DRIVE) Type of Test: Material: Native Field: ASTM D-2937 Drive Cylinder Method Reference Datum: 0 = Bottom of Footing Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test No. Location of Test Range aximum Density pcf) ptimum Moisture m Field Dry Density Pcf) Field Moisture Soil Compaction 1%1 Native Depth inch) Pass or Fail 1 WEST FOOTING 0-1 ft 106.8 10.6 104.5 3.6 98 N/A Pas: 2 EAST FOOTING 1-2 ft 106.8 10.6 106.5 4.2 100 N/A Pas: 3 SOUTH FOOTING 1-2 ft 106.8 10.6 107.6 4.5 101 N/A Pas: 4 NW side of pad ( TOF ) 1-2 ft 106.8 10.6 105.2 5.0 99 N/A Pas: 5 SE side of pad ( TOF ) 2-3 ft 106.8 10.6 108.9 6.1 102 N/A Pas: Remarks: TOF=TOP OF FILL TA nM 0,6l 0. n •n../..n1 n•n/nwl:nn n 1 0— O..IJ:n on•i n..rnnh•nn nl/ •n•.•.An am—J.—W-4 a nnnF•Innlinl n•. '#.• ..'I ..IHnri+n/inn 00, CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S. 4676 Job Address: 3825 Night Heron Dr Historic District: Yes No Parcel ID: P#17-2570 Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Install new 3.0 ton HVAC with duct work (4 bath fans and dryer vent) Plan Review Contact Person: Adlyn Rodriguez Title: Permitting Clerk Phone: 407-975-2762 Fax: Name Park Square Homes Street: 5200 Vineland Rd #200 City, State Zip: Orlando, FL 32811 Email: adlyn.rodriguez@onestopcooling.com Property Owner Information Phone: 407-529-3000 Resident of property? : Contractor Information Name One Stop Cooling & Heating Phone Street: 7225 Sandscove Ct Fax: 407-975-2762 City, State Zip: Winter Park, FL 32792 State License No.: CAC 032444 Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be Inscribed with the date of application and the code In effect as of that date: 51" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application rJ r, NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued, OWNER'S AFFIDAVIT: I certify that all of the be done in compliance with all applicable laws re Signature of Owncr/Agent Date Print 0%vner/Agent's Name signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID ing information is accurate and that all work will g fdnstructipn and zoning. 12/12/2017 of Contractor/Arent Date Kevin Stine Print Con ctor/Agent's Name Signature o' to KELLY WEBSTER Notary Public - State of Florida Commission # FF 978034 My Comm. Expires Apr 4, 2020 Contractor/A eI t s Produced 1D Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Atnps, Fire Sprinkler Permit: Yes No APPROVALS: ZONING: COMMENTS: ENGINEERING: Gas Roof Flood Zone: of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: FIRE: WASTE WATER: BUILDING: Revised: June 30. 2013 Permit Application 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 212 Walton II A LHG Bed4Bth3 - E Builder Name: One Stop Cooling and Heating 6'ILO NG, Street: 3825 Night Heron Dr. Permit Office: S i oI 2City, State, Zip: Sanford , FL, 33837 Permit Number: - 5 0. SANFORD Owner: Park Square Homes Jurisdiction: t:o 11500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2) O 14RTM r 1. New construction or existing New (From Plans) 9. Wall Types (1997.3 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R-4.1 1750.00 ft2 b. Frame - Wood, Adjacent R=11.0 247.33 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 4 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1811.0 sgft.) Insulation Area a. Under Attic (Vented) R=30.0 1811.00 ft2 6. Conditioned floor area above grade (ft2) 1811 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(206.0 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 362.2 a. U-Factor: Dbl, U=0.55 111.82 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 30.22 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: 3.051 ft. Area Weighted Average SHGC: 0.234 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1811.0 sgft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 1811.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Total Proposed Modified Loads: 53.85 Glass/Floor Area: 0.114 PASSTotalBaselineLoads: 58.08 1 hereby certify that the plans and specifications covered by Review of the plans and F'CHE S74 this calculation are in compliance with the Florida Energy specifications covered by this Fps Code. ftitaffiysignedEyRafael calculation indicates compliance vj 4„' f r, • Rafael IzquierdtiUateet-d- with the Florida Energy Code. F- fnur`'-. 2017.0822 09:1 SA2 da'00' PREPARED BY: " Before construction is completed DATE: this building will be inspected for y compliance with Section 553.908 e I hereby certify that this building, as signed, is in,comp' nce Florida Statutes. CDDwiththeFloridaEnergyCoded WE t4 OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: i Compliance requires ce ficatto bnyt / air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance h 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 an for whole house. 8/22/2017 9:12 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: Building Type: Owner: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 212 Walton II A LHG Bed User Park Square Homes 1 One Stop Cooling and Heatin Seminole foq k--co Single-family New (From Plans) Bedrooms: 4 Conditioned Area: 1811 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Lot Information Lot # 212 Block/SubDivision: WP PlatBook: Street: 3825 Night Heron Dr. County: Seminole City, State, Zip: Sanford , FL, 33837 CLIMATE Design Location TMY Site IECC Design Temp Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp 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 Blockt 1811 16842.3 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1811 16842.3 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter 8-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 187.5 ft 0 1811 ft2 0.29 0 0.71 ROOF Type Materials Roof Gable Roof Area Area Color Solar Absor. SA Emitt Emitt Deck Pitch Tested Tested Insul. (deg) 1 Gable or Shed Composition shingles 2025 ft2 454 ft2 Dark 0.9 N 0.9 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1811 112 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1811 ft2 0.1 Wood 8/22/2017 9:12 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below 9 ()Mt SpaceToWallType 1 N Exterior Concrete Block - Int Insul Main 4.1 67 6 9 4 630.0 ft2 0 0 0.8 0 2 E Exterior Concrete Block - Int Insul Main 4.1 20 6 9 4 191.3 ft2 0 0 0.8 0 3 S Exterior Concrete Block - Int Insul Main 4.1 60 0 9 4 560.0 ft2 0 0 0.8 0 4 W Exterior Concrete Block - Int Insul Main 4.1 39 6 9 4 368.7 ft2 0 0 0.8 0 5 - Garage Frame - Wood Main 11 26 6 9 4 247.3 ft2 0 0.25 0.8 0 DOORS Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Insulated Main None 39 3 8 24 ft2 2 Wood Main None 39 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall OverhangV # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 n 1 Metal Low-E Double Yes 0.54 0.25 4.4 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 2 n 1 Metal Low-E Double Yes 0.55 0.22 46.3 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 3 E 2 Metal Low-E Double Yes 0.54 0.25 9.3 ft2 12 ft 0 in 1 ft 0 in None None 4 e 2 Metal Low-E Double Yes 0.54 0.25 12.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 5 S 3 Metal Low-E Double Yes 0.54 0.25 4.4 ft2 1 ft 0 in 1 h 0 in Drapes/blinds None 6 s 3 Metal Low-E Double Yes 0.55 0.22 32.7 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 7 W 4 Metal Low-E Double Yes 0.55 0.22 32.9 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 8 W 4 Metal Low-E Double Yes 0.58 0.25 64.0 ft2 6 ft 0 in 1 ft 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 408 ft2 384 ft2 54 ft 9.3 It 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 1964.9 107.87 202.87 302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:9 33 kBtu/hr 1 sys#1 8/22/2017 9:12 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 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 Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ft2 DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 362.2 ft Main 90.55 ft Prop. Leak Free Main cfm 54.3 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Heatin Feb Jan Feb Mar Mar Apr Apr Ma Jun Jul May 4 Jun Jul Au AuSep Se j Oct Oct Nov Nov Dec Dec Ventin Jan Feb Mar Apr May [ 11 Jun [ Jull Augl Se Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 8/22/2017 9:12 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 3825 Night Heron Dr. Permit Number: Sanford , FL , 33837 MANDATORY REQUIREMENTS See individual code sections for full details. O 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 verity 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 parry. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. O R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. O 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 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. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 8/22/2017 9:12 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. 0 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. 0 R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. 0 R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'h inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. 0 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 (386C to 600C). 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 bumer(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 atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. 0 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. 0 R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 8/22/2017 9:12 AM 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 400F. 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 verity 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. 8/22/2017 9:12 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* 93 The lower the EnergyPerformance Index, the more efficient the home. 3825 Night Heron Dr., Sanford, FL, 33837 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 1750.00 ft2 b. Frame - Wood, Adjacent R=11.0 247.33 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 4 d. N/A R. ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 1811.00 ft2 6. Conditioned floor area (W) 1811 b. N/A R= ft2 7. Windows" Description Area c. N/A R= ft2 a. U-Factor: Dbl, U=0.55 11. Ducts 111.82 ft2 a. Sup: Attic, Ret: Main, AH: Main R ft2 6 362.2 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 64.00 ft2 SHGC: SHGC=0.25 12. Cooling systems kBtu/hr Efficiency c. U-Factor: Dbl, U=0.54 30.22 ft2 a. Central Unit 34.8 SEER:16.00 SHGC: SHGC=0.25 d. U-Factor: N/A ft2 13. Heating systems kBtu/hr EfficiencySHGC: a. Electric Heat Pump 33.0 HSPF:9.00 Area Weighted Average Overhang Depth: 3.051 ft. Area Weighted Average SHGC: 0.234 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1811.00 ft2 a. Electric EF: 0.9 b. N/A R= ft2 c. N/A R= ft2 b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the ov energy saving features which will be installed (or exceeded) in this home before fi I insp lion. Otherwise, a new EPL Display Card will be completed based on installed ode co liant featu Builder Signatur Date: (//, 7 Address of Neq Home: PXR5_- /(/i 54t fVel r/T. City/FL Zip: :i;jbT -j 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 9:12 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 Project Summary Job: Lot 212 Walton II A LHG B... wrightsoft• Date: 07-09-2017 Entire House By- MC/RI One Stop Cooling and Heating Plan: LMG 7225 Sardsome Can, Suite 1, Winter Parr FL 32792 Phone (407) 629.6920 Fax: (407) 629 - 9307 Web: ~0neStopCoolirg oom License CA0032444 For: Park Square Homes 3825 Night Heron Dr., Sanford, FL 33837 Notes: 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 75 OF Design TD 26 OF Design TD 17 OF Daily range M Relative humidity 50 Moisture difference 47 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 18850 Btuh Structure 16445 Btuh Ducts 3423 Btuh Ducts 4056 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 22273 Btuh Use manufacturers data n Rate/swing multiplier 0.97 Infiltration Equipment sensble load 19968 Btuh Method Simplified Latent Cooling Equipment Load SizingConstructionqualitySemi -tight Fireplaces 0 Structure 2041 Btuh Ducts 718 Btuh Central vent (0 cfm) 0 Btuh Heatin Coolingg none) Area (ftq 181q 1811 Equipment latent load 2759 Btuh Volume (ft3) 16845 16845 Air changes/hour 0.26 0.14 Equiv. AVF 73 Equipment Total Load (Sen+Lat) Req. SHR 22727 2.2 Btuh cfm) 39 total capacity at 0.75 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR6036H1 Cond 4TWR6036H1 AHRI ref 7562981 Coil TEM6AOC36H31++TDR AHRI ref 7562981 Efficiency 9 HSPF Efficiency 13.0 EER,16 SEER Heating Input Sensible cooling 26100 Btuh Heating output 33000 Btuh @ 47°F Latent cooling 8700 Btuh Temperature rise 26 OF Total cooling 34800 Btuh Actual air flow 1160 cfm Actual air flow 1160 cfm Air flow factor 0.052 cfm/Btuh Air flow factor 0.057 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Spaoe thermostat Load sensible heat ratio 0.88 Capacity balanoe point = 32 OF Backup: n/a n/a Input = 0 kW, Output = 0 Btuh,100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' Right-Suite®Uriversa1201717.023RSU16202 2017-Aug-2206a750 L Tenp\Lot 212 Walton II A LHG 8ed48tt0 - E rip Calc = MJ6 From Door faces: E g wrightsoft' Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 212 Walton II A LHG Bed4... Date: 07-09-2017 Byy. MC/RI Pfan: LHG 7225 Sardscore Cout, SUte 1. Winter Park A. 32792 Phone: (407) 629.6920 Fax: (407) 629.9307 Web: wwwOreStopCoo5rg.com License: CAC032444 1 Room name Entire House BEDS 2 F-wall 1875 ft 33D ft 3 Room height 93 11 d 93 ft (leattool 4 5 Room dimensiorts Room area 18113 fF ID x 150.4 ft 150A (F Ty Uncst utAon U-value Q HTM Area (IF) Load Area (fF) Load number BWhV--F) Bluw or perimeter (ft) BWh) or perimeter (It) BWh) Heat Cod Gross NAS Heat Cool Grass NAS Heat Cod 6 yl 13A-4os 0.143 n 3.73 2.75 628 577 2154 1589 112 112 417 307 C 4A5.20b 0.540 n 14D9 1337 4 0 61 58 0 0 0 0 4A5-2ob 0.5W n 1435 13.07 46 0 664 604 0 0 0 0 13A-4os 0.143 a 3.73 2.75 191 145 542 400 0 0 0 0 11 4A5-2ob 0.540 a 14.09 14.63 9 9 132 137 0 0 0 0 4A5-2ob 1100 0.540 0390 a a 14D9 10.18 3033 11.88 12 24 0 24 169 244 364 285 0 0 0 0 0 0 0 0 13A4os 0.143 s 3.73 2.75 558 521 1944 1434 60 60 226 166 4A5.2ob 0.540 s 14A9 13.37 4 4 61 58 0 0 0 024A5-20b 0S50 s 1435 1327 33 27 469 434 0 0 0 0 1q/ C 13A-40s 4A5.20b 0.143 0-Uw w w 3.73 1435 2.75 27.99 367 33 271 0 1010 469 745 915 135 16 119 0 442 235 326 457 T---f 4A5.2obd 0580 w 15.14 24.76 64 32 969 1585 0 0 0 0 P 12C-09w 0.091 238 1.42 246 246 585 349 0 0 0 0 C 1613-Mad 0.032 0.84 1.73 1811 1811 1513 3127 150 150 126 260 F 22A•Ipm 1.180 30.80 0.00 1811 188 5775 0 150 33 1016 0 6 c) AED exauaon 993 132 Envelope low/gain 16762 13075 2461 1649 12 a) Infiltration 2088 749 367 132 b) Room eenilation 0 0 0 0 13 hemalgains: Omupanes@ 230 4 920 1 230 AppliarlGesnWw 1700 0 SubloW (fires 6 to 13) 18850 16445 2828 2011 Lessextemal bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 18850 16445 2828 2011 15 Dud loads I 18°/ 251/6 3423 4056 18% 25°/ 514 496 Total room load I 1 222731 20501 33421 2507 Air required (dm) 1160 1160 11741 142 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. Ad-ftwrightso- Riga-Sule®U2017- AiAt&g.220857.50 riversa1201717. 023 RSU16202 Page 1 L Tenp'Lot 212 Walton 11 A LHG Bed4Bt10 - E np Calc - M16 Frort Door paces: E wrightsoftt* Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 212 Walton II A LHG Bed4... Date: 07-09-2017 MBy. MC/RI in: LHG 7225 Sardscove Court SUM 1. Winter Park FL 32792 Phore: (407) 629 - 6920 Fax: (407) 629.9307 Web: wwwOreStopCoolirgcom License: CA0032444 1 Room name BTH2 FAM 2 E*osed%ell 6.0 ft 13D ft 3 Room height 93 ft heattod 93 ft heath»d 4 5 Room a5mensons Room area 10.0 x 6.0 i 60D fF 1.0 x 247A fl 247.4 fF Ty Constructinumberon U-val(BIuhh4FF--*9 Or KTM perim Load Area mfF) Load Bluh" or(ft) BUh) or perieeter (ft) BWh) Heat Cod Grass NAPS Heat Cool Gross NAPS Heat Cool 6 Vjl f 13A• 4ors 4AS- 20b 4A520b 0. 143 0. 540 0550 n n n 3. 73 14. 09 1435 2. 75 1337 13. 07 56 4 0 51 0 192 61 0 142 58 0 0 0 0 0 0 0 0 0 0 0 0 0 C11 C J13A- flocs 4AS8ob 0. 143 0. 540 a a 3. 73 14. 09 2. 75 14. 63 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5. 2ob 11D0 13A- 40cs 0. 540 03W 0. 143 a a s 14. 09 10. 18 3. 73 30. 33 11. 88 2. 75 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0^ 4A5. 2ob 4A5- 2ob 0. 540 0. 550 s s 14. 09 14. 35 1337 1327 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0 0 0 CGGq! t- C 13A- 400s 4A5- 2ob 4AS- 2obd 0. 143 0550 0. 580 w w w 3. 73 1435 15. 14 2. 75 27. 99 24. 76 0 0 0 0 0 0 0 0 0 0 0 0 121 0 64 57 0 32 212 0 969 157 0 1585 2P 12C-09w 0.091 238 1.42 0 0 0 0 0 0 0 0 c 16B-30ad 0.032 0.84 1.73 60 60 50 104 247 247 207 427 F 22A-Ipm 1.180 30.80 0.00 60 6 185 0 247 13 400 0 6 c) AED excursion 12 984 Envelopelosson 488 291 1788 3152 12 a) Iniltral5on 67 24 145 52 b) Room ventilation 0 0 0 0 13 htenalgains: Oooupants@ 230 0 0 0 0 ApplWmsbther 0 0 Subtotal ( lines 6 to 13) 555 315 1933 3204 Lessextemalload 0 0 0 0 Lesstrarl9er 0 0 0 0 Redistribuion 0 0 139 116 14 Subtotal 555 315 2072 3320 Dud loads 1w/a 251/6 101 78 189/. 250/ 376 819 r Toalro= bad 1 656 1392 2449 4139 Air required (dm) 34 22 1 1 128 234 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. id- wrightsoft- ugh-&Ae®Uriversal201717.023RSU16202 2017- ALU-2208 7:50 AMk Page 2 L TertplLot 212 Walton 11 A LHG Bed48C0 - E np Cale = Ml6 Frorl Door laces: E wrightsofr Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 212 Walton II A LHG Bed4... Date: 07-09-2017 BYY. MC/RI Pran: LHG 7225 Sardscove Court, Sute 1, Witter Park FL 32792 Phone (407) 629 - 6920 Fax: (407) 629 - 9307 Web, wwwOreStoloCoolirg com License: CA0032444 1 Room name BED4 BTH3 2 Elposed well 335 0 6A 4 3 Room height 93 ft heaLbool 93 f> heattool 4 5 Room dmensions Room area t o x 153S It 153A f 1.0 x 86.0 tt 86A W Ty Construction U-value Or HTM Area (W) Load Area (IF) Load number BnuhA -q I or perimeter (R) Btuh) or perimeter (I) Btuh) Heat Cool Gross NuP/S Heat Cool Gross WPS Heat Cod 6 13A4ocs 0.143 n 3.73 2.75 60 60 226 166 0 0 0 0 f4A5.2ob 0.540 n 14.09 13.37 0 0 0 0 0 0 0 0 f 4A5-2ob 0550 n 1435 13.07 0_ 0 0 0 0 0 0 0 11 G 13A.4ors 4A5.2ob 0143 0.540 a a 3.73 14.09 2.75 14M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2ob 0540 a 14.09 3033 0 0 0 0 0 0 0 0 L pG 11 DO 0390 e_ 10.18 11,88 0_ 0_ 0 0 0 0 0 0 13A-4ocs 0.143 s 3.73 2.75 140 140 521 364 56 51 192 142 4A5.2ob 0540 s 14.09 1337 0 0 0 0 4 4 61 58 CGG 4P5.2ob O5M s_ 1435 1327 0 0 0 0 0 0_ 0 0 1q/ H--C 13A-40cs 0.143 w 3.73 2.75 112 95 356 262 0 0 0 0 4A5.2ob 0.550 w 1435 27.99 16 0 235 457 0 0 0 0 f 4A5.2obd 0580 w 15.14 24.76 0 0 0 0 0 0 0 0 P 12C-09w 0.091 238 1.42 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 034 1.73 154 154 128 265 86 86 72 148 F 22A•Ipm 1.180 30.80 0.00 154 34. 1032 0 86 6 185 0 6 c) AED excursion 140 14 Enoelope bssrgain 2497 1676 510 334 12 a) hAtIration 373 134 67 24 b) Room %entilaliort 0 0 0 0 13 htemalgains: Ooaupam@ 230 0 0 0 0 Applianoesilotw 0 0 Subtotal (lines 6 to 13) 2870 1809 577 358 Less etdemalbad 0 0 0 0 Less trarder 0 0 0 0 Redistribution 5 10 5 10 14 Subtotal 2875 1820 582 368 15 Duct loads 18°/ 25°/ 522 449 180% 25% 106 91 Total room bad M7 2268 6117 459 Air required (dm) 177 128 36 26 Calculations approved byACCA to meet all requirements of Manual J 8M Ed. wrightsoft- 2017-Aug-220857:50 Right-Suite®Uriversal 2017 17.023 RSU76202 Page 3 L TenpIot 212 Walton 11 A LHG Be&M - EAp Calc = M18 Frort Door faces: E wrightsoft- Right-J® Worksheet Entire House One Stop Cooling and Heating Jab: Lot 212 Walton 11 A LHG Bed4... Date: 07-M2017 B. MC/RI Pran: LHG 7225 Sardsoove Coot, SUte 1, Winter Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629.9307 Web wwwOreStopCoolirg com Ucense: CAC032444 1 Room name Krr 2 E used well 0 ff 13.0 ff 3 Room height 93 ff heavc0ol 93 ft heatkool 4 5 Room dmen ions Room area 35 x 3.5 8 123 fF 1.0 x 2435 11 2435 fF Ty Cons"on U-value Cr HTM Area (W) Load Area (IF) Load number or perimeter (II) BWh) or perimeter (4) Bluh) Heat Cod Gross NnP/S Heat Cod Gross N/PIS Heat Cod 6 G I--f 13A-4om 4A5.20b 4A5-2ob 0.143 0.540 0550 n n n 3.73 14.09 1435 2.75 1337 13.07 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0- 0 0 0 0 0 0- 0 0 0 11 13A-40cs 4A5.2ob 0.143 0.540 a a 3.73 14A9 2.75 14.63 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2ob 11 D0 13A-40cs 0S40 0390 0.143 a a s 14.09 10.18 3.73 3033 11.88 275 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0 121 0 0 88 0 0 329 0 0 243 4A5-2ob 4AS-2ob 0.40 0.550 s s 14.09 1435 1337 1327 0 0 0 0 0 0 0 0 0 33 0 27 0 469 0 434 1q/ I--C 13A•40cs 4PS2ob 4A5.2obd 0.143 0.550 0.580 w w w 3.73 1435 15.14 2.75 27.99 24.76 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P 12C-Qsw 0.091 238 1.42 0 0 0 0 0 0 0 0 C 166-30ad 0.032 0B4 1.73 12 12 10 21 244 244 203 420 F 22A-prn _- 1.180 30,80 0.00 12 0 0 0 244 13 400 0 6 c) AED excursion 1 75 Envelope losslgain 10 20 1402 1022 12 a) htfitrAon 0 0 145 52 b) Room vertUlalion 0 0 0 0 13 h temalgairts: Omupants@ 230 0 0 0 0 AppliancesAorm 01 1 1200 Stblotal (lines 6 to 13) 10 20 1547 2274 Lesswiemal bad 0 0 0 0 Lessaansfer 0 0 0 0 Redistribution 10 20 407 339 14 St6lotal 0 0 1954 2612 151 Duo loads 1 18°/ 259/ 0 0 18°/ 251/6 355 644 Total morn bad 0 0 23091 3257 Air required (dm) 0 0 120 184 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft' Right-Sute®Uriversa1201717.023RSU16202 2017-Atg-2208 750 A Page 4 L TempLL.ot 212 Walton 11 A LHG Bed48126 - Ejup Catc - M18 Frog Door tapes. E wrightsoft• Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 212 Walton II A LHG BedC. Date: 07-09-2017 BY. MC/RI Plan: LHG 7225 Sardsoove Court, SUte 1. Winter Park FL 32792 Phone: (407) 629 - 6920 Fax- (407) 629.9307 Web. www.0reStopCoolirig.com License: CA0032444 1 Room name FOY BED2 2 3 F osed wall Room height 65 ff 93 h heaVwol 115 ff 93 R heatkrool 4 5 Room dmensons Room area 1.0 x 208.0 8 208.0 IF 140 x 115 8 161.0 fF Ty Construmon U-value Or HTM Area (fF) Load Area (fF) Load number BtuW+) B4uhAl=) or perimeter (ft) Bbuh) or perimeter (I) Btuh) Heat Cool Gross NAS Heat Cool Gross NAS Heat Cod 6 13A4ocs 0.143 n 3.73 2.75 0 0 0 0 107 92 342 252 5-2ob 0.540 n 14.09 1337 0 0 0 0 0 0 0 0 T 24A4A5-2ob 0550 n 1435 13.07 0 0 0 0 15 0 221 201 1 t 13A-4os 4A5-2ob 0.143 0.540 a a 3.73 14A9 2.75 14.63 60 9 27 9 101 132 75 137 0 0 0 0 0 0 0 0 4A5-2ob 11D0 13A-4os 0.540 03W 0.143 a a s 14.09 10.18 3.73 3033 11.88 2.75 0 24 0 0 24 0 0 244 0 0 285 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2ob 0540 0.550 s s 14D9 1435 1337 1327 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2ob 1q/ l 13A-40s 4A5.2ob4A5.2obd 0.143 0550 0580 w w w 3.73 1435 15.14 2.75 27.99 24.76 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0 0 C f P C 12C-09w 16B-30ad 0.091 0.032 238 034 1.42 1.73 130 208 130 208 309 174 184 359 0 161 0 161 0 134 0 278 F 22A•pm 1.180 30.80 0.00 208 7 200 0 161 12 354 0 6 c) AED excursion 40 38 Emoelope bw4ain 1160 999 1052 693 12 a) Irtillraoon 72 26 128 46 b) Room ventilation 0 0 0 0 13 Internal gains: O=pans@ 230 0 0 1 230 Applianoesk*w 0 0 Subt3tal (Imes 6 to 13) 1233 1025 1180 969 Less exlemalload 0 0 0 0 Less transfer Redslribution 0 1233 0 1025 0 171 0 143 14 Sublofal 0 0 1351 1112 151 uc loads 18*/e 25% 0 0 18°/ 253' 245 274 Total room load 0 0 1596 1386 Air required (dm) 0 0 83 7e Calculations approved bvACCAto meet all requirements of Manual J 8th Ed. A Ad-wrightsolFC Fbgn•Sdte®Uriversa1201717023RSU16202 2017-Atg-2208a7g30 L TernpUl 212 Walton 11 A LHG BedMA48V0 - E.np Calc - MFron Door laces: E wrightsoft- Right-J® Worksheet Entire House One Stop Cooling and Heating Jab: Lot 212 Walton II A LHG Beti4... Date: 07-09-2017 BYY. MC/RI Pfin: LHG 7225 Sards000e Coul, Sute 1, W irter Park FL 32792 Ptore. (407) 629 - 6920 Fax (407) 629.9307 Web, wwwOneStopCoolirg com Licerse: CA0032444 1 Room name LAUN MBED 2 Elposedwell 6.0 II 155 4 3 Room height 93 ft heaftol 93 8 heat(cool 4 5 Room dmensons Room area 125 x 6A 8 75.0 1F 14D x 155 8 217.0 fF Ty Construction U-Value Or HTM Area (fF) Load Area (fF) Load number Btuw-q Bb11tAF) or perimeter (11) Bluh) or perimeter (ft) Btirh) Heat Cod Gross NAS Heat Cool Gross NAS Heat Cool 6 13A-4ocs 6.143 n 3.73 275 0 0 0- 0 144 113 423 312 4AS•20b 0540 n 14.09 1337 0 0 0 0 0 0 0 0 4A5.20b 0550 n 1435 13.07 0 0 0 0 31 0 443 403 11 1VV/j! 13A-4ocs 4A5-20b 0.143 0.540 a a 3.73 14A9 2.75 14.63 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2ob IIDO 0540 0390 a e 14A9 10. 18 3033 11, 88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v 13A-40cs 0.143 s 3.73 275 56 56 208 154 0 0 0 0 4A5- 2ob 0540 s 14A9 1337 0 0 0 0 0 0 0 0 I--G 24A5.2ob 0550 s 1435 1327 0 0 0_ 0_ 0. 0 0 0 1pl 13A-4ocs 4A5. 20b 0. 143 0. 550 w w 3. 73 1435 2. 75 27. 99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 24AS-2obd 05w w 15.14 24.76 0 0_ 0 0 0 0_ 0_ 0 P 12C-09w - 0.091 238 1.42 116 4 116 276 164 0 0 0 0 C 1613&30ad 0.032 0.84 1.73 75 75 63 129 217 217 181 375 F _-- 22A-tpm 1.180 30.80 0.00 75 6 185 0-- 217 16 477 0 6 c) AED excursion 37 61 Ertielope bssfpain 732 411 1524 1028 12 a) Infiltration 67 24 173 62 b) Room ventilation 0 0 0 0 13 Intemalons: O=paM@ 230 0 0 2 4W Appharloesb# w 500 0 Subloral ( lines 6 to 13) 799 935 1697 1550 Lessexlemal bad 0 0 0 0 Lestransler 0 0 0 0 Redistribution 129 107 332 276 14 Subtotal 927 1042 2029 1826 15 Dud loads 16°/ 25'i- 168 257 180i 25% 368 450 Taal room bad 1096 1299 2397 2277 Air required (dm) 57 73 125 129 Calculations approved byACCAto meet all requirements of Manual J ft Ed. A wrightsoft' 2017-Aug-22085750 Right- Scile®Uriversal 201717.023 RSU16202 Page 6 L TeffPNLot 212 Walton 11 A LHG 804BOG - Enp Catc = MJ8 Frort Door faces- E wrightsoft' Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 212 Walton II A LHG Bed4... Date: 07-09-2017 aY MC/RI Pran: LHG 7225 Sardscove Court, suite 1, Winter Parr FL 32792 Ptore: (407) 629.6920 Fax: (407) 629 - 9307 Web: wwwOreSlopCoolirg com Worse: CA0032444 1 Room name IONIC Wvc 2 Fp--- wall 12.0 Q 9A 4 3 Room height 93 d heatbool 93 fl heaU000l 4 5 Room dimensions Room area 1.0 x 64A Q 64A tF 1.0 x 155 h 155 fF Ty Corg"on number U-value BWhW-n Or HTM t3Wh" Area QF) or perimeter (tq Load th) Area (OF) or perimeter (tq Load Bluh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 I 13AAots 0.143 n 3.73 2.75 0 0 0 0 0 0 0 0 4A5.20b 0540 n 14A9 1337 0 0 0 0 0 0 0 0fa f 4A5-2ob 0.550 n 1435 13.07 0 0 0 0 0 0 0 0 13A-40r8 0.143 a 3.73 2.75 42 42 156 115 28 22 82 60 11 4A5-2ob 0540 a 14.09 14.63 0 0 0 0 0 0 0 0 4A5-2ob 11 DO 0540 03W a a 14D9 10.18 3033 11.88 0 0 0 0 0 0 0 0 6 0 0 0- 85 0 182 0E; 13A-4ocs 0.143 s 3.73 2.75 70 70 260 192 56 56 208 154 4A5.2ob 4A5.2ob 0.540 O-w s s 14.09 1435 1337 1327. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0IGG' 1q/ I— 13AAocs 4A5.2ob 4A5.2obd 0.143 0.550 OS80 w w w 3.73 1435 15.14 2.75 27.99 24.76 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0i P 12C-09w 0.091 238 1.42 0 0 0 0 0 0- 0 0 C 1613-30ad 0.032 0.84 1.73 64 64 54 111 16 16 13 27 F - 22A-tpm 1.180 30.80 0.00 64 12 370 0 16 9 277 O 6 c) AED excursion 18 28 Envelope bss/gWn 840 401 665 450 12 a) Infiltration 134 48 100 36 b) Room vemla6on 0 0 0 0 13 Internalons: O=Pam@ MO 0 0 0 0 Apphanoestfw 0 0 Subtotal pines 61013) 973 449 765 486 LesseAemal load 0 0 0 0 Less ransler 0 0 0 0 Redisti"on 54 45 0 0 14 Subtotal 1027 493 765 486 15 Dud loads 118°/ 25%1 187 122 18% 251/ 139 120 Total mom bad 1214 615 904 606 Il Air required (dm) 63 35 1 1471 34 Calculations approved byACCA to meet all requirements of Manual J ft Ed. Ask wrightsoft' Righ-Sute®Uriversal201717.023 RSU16202 2017-Aug-22085750 Page . L e 7TemI6pUt212WaltonIIALHGBed48#6 - Enp Calc - MFrorr Door faces: E e 7 wrightsoft- Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 212 Walton II A tJiG Bedit Date: 07-09-2017 Br MC/RI Pfin: LHG 7225 Sardscove Coot, Suite 1, W irter Park FL 32792 Phone: (407) 629.6920 Fax. (407) 629.9307 Web: wwwOreStopCoofirg mm license: CA0032444 1 Room name METH 2 F: r ... wall 225 t1 3 Room height 93 It heattool 4 5 Room dmensions Room area 1.0 x 117.1 11 117.1 IF Ty Construction U•value Or HTM Area (it) Load Area Load number Btiuh*-F1 or perimeter (II) BWh) or perimeter Heat Cool Gross NuP/S Heat Cool Gross NuP/S Heat Cool 6 Val I--fi 13A4= 0.143 n 3.73 275 149 149 555 410 4AS-20b 0540 n 14.09 1337 0 0 0 0 G 4A5-2ob 0550 n 1435 13.07 0 0 0 0- 11 y/ I--fi 13A4= 4A5.2ob 0.143 0540 a a 3.73 14.09 2.75 14,63 60 0 54 0 203 0 150 0 4AS-2ob 11 DO 0.540 0390 a e 14.09 10.18 3033 11.88 6 0 0 0 85 0 182 0 13A-40s 0.143 s 3.73 275 0 0 0 0 4A5.2ob 0.540 s 14A9 1337 0 0 0 0 4A5.2ob _ 0.550 s 1435 1327. 0 0 0 0 4pl C 13A-flocs 4A5-2ob 0.143 0550 w w 3.73 1435 275 27.99 0 0 0 0 0 0 0 0 C 4A5-2obd OS80 w 15.14 24.76 0 0 0 0 P 12C-09w 0.091 238 1.42 0 0 0 0 C 1613-Mad 0.032 0.84 1.73 117 117 98 202 F 72A-Ipm 1.180 30.80 OAO 117 23 693 0 6 c) AED excursion 6 Envelope loss/gain 1634 950 12 a) Infiltration 251 90 b) Room witilation 0 0 13 InternalOrts: Ooauparm@ 230 0 0 Appliarms0tha 0 Subtotal (lines 6 to 13) 1884 1040 Lessextemal bad 0 0 Less transfer 0 0 Redistribution 0 0 14 Subblal 1884 1040 Dud loads 1 18°/ 259/ 342 256 r Total room bad 2227 1296 Air required (dm) 116 73 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. A - Fid- wrightsaft' 2017-Aug-22085750 Right-Suite®Uriversal 201717.023 RSU16202 Pape 8 L Ter pUt 212 Walton 11 A LHG Bed46M - E.rnp Calc - M18 Front Door faces E Duct System Summary Job: Lot 212 Walton II A U-IG B... WrlghtSOft• Data: 07-09-2017 Entire House By- MC/RI One Stop Cooling and Heating Plan: LHG 7225 Sardsoove Coot. Sute 1. Wirter Park FL 32792 Phone: (407) 629. 6920 Fax: (407) 629 - 9307 Web wwwOneStopCoolirg oom Lioense: CA0032444 For: Park Square Homes 3825 Night Heron Dr., Sanford, FL 33837 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.219 in/100ft 1160 cfm 155 ft Cooling 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.219 in/100ft 1160 drn Name Design Btuh) Htg cfm) Gg cfm) Design FR Diam in) H x W in) Duct Mal Actual Ln (it) Ftg.Egv Ln (it) Trunk BED2 h 1596 83 78 0.276 6.0 Ox 0 VIFx 28.4 95.0 st1 BED3 h 3342 174 142 0.274 7.0 Ox 0 VIFx 28.9 95.0 st1 BEN h 3397 177 128 0.472 7.0 Ox 0 VIFx 2.1 70.0 BTIQ h 656 34 22 0.288 4.0 Ox 0 VIFx 23.2 95.0 st1 BTH3 h 687 36 26 0.462 4.0 Ox 0 VIFx 3.6 70.0 FAM c 4139 128 234 0.276 8.0 Ox 0 VIFx 28.3 95.0 stt Krr c 1628 60 92 0.416 5.0 Ox0 VIFx 11.8 70.0 Krr-A c 1628 60 92 0.390 5.0 Ox 0 VIFx 12.2 75.0 LAUN c 1299 57 73 0.234 6.0 Ox 0 VIFx 45.3 100.0 st2 MBED c 2277 125 129 0.260 7.0 Ox 0 VIFx 35.9 95.0 st2 LeTH h 2227 116 73 0.235 6.0 Ox 0 VIFx 44.7 100.0 st2 MWC h 904 47 34 0.219 4.0 Ox 0 VIFx 49.9 105.0 st2 MWIC h 1214 63 35 0.243 4.0 Ox 0 VIFx 40.0 100.0 st2 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) dm) FIR fpm) in) in) Material Trunk st2 Peak AVF 408 345 0.219 748 10.0 0 x 0 VinIFIX SO Peak AVF 419 477 0.274 607 12.0 0 x 0 VinlFlx wii htSOft• 2017-Aug-22085751 9 Right-SUteSUriversal 2017 17.023 RSU16202 Page 1 i40: pK .L Templlot 212 Walton 11 A LHG Bed4BC0 - EnQ Calc a Ml6 Front Door faces: E Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mal Trunk rb1 Ox 0 1160 1160 0 0 0 0 Ox 0 VIFx 5751 wrightsoft• Righ-SLite®Uriversal201717.023RSU16202 2o,7•Atg•22o9' A Page 2 L TenplLot 212 Walton 11 A LHG Bed4870 - E.np Catc = tvtlB From Door faces: E 9 Static Pressure and Friction Rate Job: Lot 212 Walton II A LHG B... Wf l htSOft Date: 07-09.2017 Entire House By. MURI One Stop Cooling and Heating Plan: LHG 7225 Sardscove cart, Suite 1, Winter Park FL 32792 Phone: (407) 629. 6920 Fax: (407) 629 - 9307 Web: wwwOreStopCoolirg cum Uoertse CA0032444 For: Park Square Homes 3825 Night Heron Dr., Sanford, FL 33837 Heating Cooling in H2O) in H2O) External static pressure 0.50 0.50 Pressure losses coil 0 0 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.34 0.34 Total• supply Return ft) ft) Measured length of run -out 18 0 Measured length of trunk 32 0 Equivalent length of fittings 105 0 Total length 155 0 Total effective length 155 FrictionRate Heating Cooling in/100ft) iN100ft) Supply Duds 0.219 > 0.18 0.219 > 0.18 Return Duds 0.219 > 0.18 0.219 > 0.18 Fitting Equivalent LengthDetails supply 4X--35,11 A-20,11 G--5,11 G=5,1 A--35,11 Gam: Total EL=105 Return TotalEL=O t wrl htsoft• 2017-Aug-2208ae1 9 Wgd•Suite®Uriversa12017 77.023 RSU16202 Page 1 A40:k .L Tertp%Lot 212 Walton 11 A LHG Bed41306 - Enp Catc - M18 Front Door faces: E FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 212 Walton II A LHG Bed4Bth3 - E Builder Name: One Stop Cooling and Heating Street: 3825 Night Heron Dr. Permit Office: Seminole City, State, Zip: Sanford, FL , 33837 Permit Number: Owner: Park Square Homes Jurisdiction: (Pq 1500 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 joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class 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 ga*eted doors 8/22/2017 9:13 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 RATE„ (O M Job M Lot 212 Walton 0 A LHG Bed4Bth3 - E Performed by MC/RI for: Park Square Homes 3825 Night Heron Dr. Sanford, FL 33837 Level, One Stop Cooling and Heating 7225 Sandscove Court, Suite 1 Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 www.OneStopCooling.com EF1 - 50 CFM Fan EF2 - 80 CFM Fan EF3 - 110 CFM Fan EFL1 - 50 CFM Fan EFL2 - 80 CFM Fan EFL3 - 110 CFM Fan VTR - Vent to Roof VTW = Vent to Wall DV = Dryer vent RV = Range Vent Lineset Chase Condensate OT - Thermostat 18/8 SRB = Small Reduction Box LRB - Large Reduction Box FBB = Field Built Box a Scale:1 :106 Page 1 Right-Sulte® Universal 2017 17.0.23 RSU16202 2017-Aug-22 08:58:43 Walton II A LHG Bed4Bth3 - E.rup Pau n, b.s M47AJ46F IA- crkheh Ina L#A4 E 4p,S 114/04f- 1164-n DI DESCRIPTION AS FURNISHED: Lot 212, WYNDHAM PRESERVE, as recorded in Plat Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida, PLOT PLAN FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America RECORD COPY LOT 187 APPROVED PLANS S 00°16'57" E , 1 Q P 11- 2 f 7 0 ryya 60. 00' Ii- 1 ENG. DEPT. Ok to construct single family home 29.80' LOT 212 29.80• with setbacks and impervious area rye, shown on plan. 11 % ZIP 1821 Tfw. Wo.l},,,n lk Elev-A GL . 10.00' 12.7' _ 12.7 14.7' 10.00' TWG aM Io to G1 'A PROPOSED RESIDENCE LOT 211 (zoC 1821-WALTON 11 - A O W u 2 CAR GARAGE LEFT a COV' 0. ENTRY 6. 50, 3.014.0' 5.3' AC n n SETBACKS AS FURNISHED FRONT - 25'(•) REAR 20' S10E - 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 10. 00' 16 0 e 10. 00' I I ERNE rff WALK I 25. 20' 25.20' 25.20' 4- — — — ' 4.,— — — — — E C~ JIW O t4, LOT 213 352. 56' P.C. WALK CURB 7 S 00*1657" E 60. 00' NIGHT HERON -DRIVE PRIVATE DRIVE) PLOT PLAN AREA CALCULATIONS TOTAL LOT AREA 6,900 t SOUARI PROPOSED DRAINAGE FLOW LOT GRADING TYPE A' PROPOSED F.F. PER PLANS - 25.8' QQ` 10' UTIL. ESMT. PLOT PLAN ONLY NOT A SURVEY FLATWORK ON/OFF LOT - TOTAL f SQUARE FEET I FLATWORK G PAD 7 = JVI e r ' DRIVE 403/ 110- 5131 SQUARE FEET FOUNDATION/PAD Z218 t SQUARE FEET WALKS JO/ 300- JJO f SQUARE FEET REAR PA770 85 t SQUARE FEET 250 - 4, 3I5 f SQUARE FEET FRONT PORCH DECK 91t SQUARE FEET SOD 4. 0651250 POOL DECK N/A f SQUARE FEET NOTE: FRONT SIDEWALK AND STREET LOCATION TAKEN FROM PLANS PROVIDED BY CLIENT • NOT FlELO VERIFIED CRUSEYVHEYER—SCOTT 4SSOC., INC. — LAND SURVEYORS LEGEND - LEGEND P PLAT POJ. POINT ON LINE 5400 E. COLONIAL DR. ORLANDO. FL. 32807 (407)-277-3232 FAX (407)-658-1436 r FIELD TYP. TYPICAL NOTES:LP. •: IA litIRONPIPROD ROD Pitt. P.C.C. POINT OF REVOKE CURVATURETUR POINT OFCC4+OIM0 CURVATURE I. THE UNDERSIGNED GOES NEREw COTITFY rwr THIS SURVEr MEETS ME Srm"as OF PRACTICE SET FORTH or THE FLOW04 BOARD Of CN. CON CONCRETE MC4MCNTRA0. RADIAL PROFESSfONU. SURVEYORS AND YAPPERS IN CHAPTER SJ-17 FLORIDA AOYINISRLIITVE CODE PURSLWFT TO SECTION 472.027. FLORIDA STRIVES SET LIL UB' IA ./4L1 459E HA. NON-RACIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SCM41URE AND ORIGINAL RAISED SEAL THIS SURVEY JA* OR COMES ARE NOT VALID REM RECOVERED W.P. WITNESS POOR A FM SURVEY WAS PREPARED FROM TITLE INFORYARON FURNISHED TO THE SURVEYOR. MERE YAY BE OTHER RESTRICTIONS PAL TLC POINTOF BEGINNING POINT LI fAIIDICIICLNCLT CALL PCCNTAIL CALCULATEDPCRNAIOR REFERENCENONUNENTOR EASEMENTS IWT AFFECT THIS PROPERTY. 4. NO UNOERCROUNO BTPROVEMORS IMVE BEEN LOCATED UNLESS OrNowe SHOWN. H N DMAIL 0, IIS NAG. LDISK9F. FF.. FINISHEDFLOOR ELEVATION rimisk0 SETBACKLINETHISSURVEY IS PREPARED FOR rX SOLE BENEFIT OF THOSE COMED TO AND SNOLU NOT BE RELIED UPON BY ANY OTHER ENTITY. R/V RIGNT-0E-WAY @A DCNCNARK WYENSIONS SHOWN FUR THE LOCATION OF LUPROVEMENIS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNGARr LINES. CSMT. CASEMENT 0.16 BASE BLARING 7. BE:IRIMCS ARE BASED ASSONrD DNTUY AND ON THE LINE SHOWN AS 116SE BEARIND (&B.) DRAIN UTILITY[ ELEVATIONS. IF SHOWARE 84SM ON NATIONAL GEODETIC VERRCAL 04TUM OF 1929. UNLESS OTHERNTSE NOTED. 0.FC. CHAIN LINKFLNCE CERTU1GlTE Of AUTHORIZATION Na 45940. W96rt. VOOO rENee C/9 Pt CONCRETEBLOCK POINT Or CURVATURE P.T. POINT Or TANGENCY KM DESCRIPTION R RADIU2 L ARC L IN p DELTA C CHORD GL CHORD KARING CERnmv eY.• NORTH 1 SCALE I-- 1' - 20' --4 1 DRAWN BY: ••• 1 0'-! n I PLOT PLAN 08-16-2017 J337-17 THIS BUILDING\ PROPERTY DOES NOT UE WITHIN — THE ESTABLISHED 100 YEAR FLOW PLANE AS PER 'FIRM' VrOXRLIS EVER, R.LS. / 4714 ZONE fit' MAP / 1211700090 F (09-28-07) SCO R. 45 / 4801 to Of RECORD COPY Filename: PARK SQUARE 1621 WALTON II 1,811SF.rrr Lighting and Small Appliance/Laundry Circuits Floor Area SmAppNo LaundNo Line Neutral 1 2 1 Lighting Summary Standard 3,526 3,526 Optional 4,503 3,526 Ranges & Ovens Range No. No? Nameplate Line Neutral 1 1 8000 2 0 0 3 0 0 Mange/Oven Summary Standard 6,400 4,480 Optional 8,000 4,480 Otterr---------- Dryers Dryer No. No? Nameplate Line Neutral SANFORD 1 1 5000 FjOART 0 0 Dryer SummaryStandard 5,000 3,500 # 1 7 - 2 5 7 0• Optional 5,000 j7 --------------------------------------------------------------------------- 3, 500 Heating and Cooling: Actual Number = 1 Oame M? Ph No Amps Volts VA HP Line Neutral i---- -- -- -- ---- ----- -- 1 M 1 1 22.0 240 5,280 0 1 M 1 1 2.0 240 480 0 1 M 1 1 5.0 240 1,200 0 1 1 1 1 22 240 1 5,280 0 Heat/ Cool Summary Standard 12,240 0 Optional 12,240 0 Fixed Appliances: Actual Number = 6 Name M? Ph No Amps Volts VA HP Line Neutral DISP 1 1 120 600 600 600 DISH 1 1 120 1200 1,200 1,200. MICRO 1 1 120 1200 1,200 1,200 WH 1 1 18.5 240 4,440 0 bPT POOL 1 1 10 240 2,400 0 OPT POOL HEAT 1 1 31 240 7,440 0 Fixed Appliance Summary Standard 12,960 2,250 Optional 17,280 2,250 Other Appliances: Actual Number = 0 Name M? Ph No Amps Volts VA HP Line Neutral Other Appliance Summary Standard 0 0 Optional 0 0 25% of Max Motor: - Line is Std Only; Neutral for Both Maximum Phase Amps Volts 0. 0 1 22 240 Heat/Cool Phase Amps Volts 1 22 240 Fixed Appl. Phase Amps Volts 0 Other Appl. Phase Amps Volts 0 Max Motor Summary Standard Only 1,320 0 SUMMARY_____________________ S'tandard Line Neutral -----------=========--------=-- Total Total = 41,446 13,756 Maximum Amperage = 173 57 Service Voltage = 240 Service Phase = 1 Optional ----------------- Line Neutral Total Total = 32,153 13,756 Maximum Amperage 134 57ServiceVoltage = 240 Service Phase = 1 70 D Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Ing RECORD COPY RE: PSQ1821A-T - Park Square Hms./ Walton-1821-A_TRAY MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: PARK SQUARE HMS. Project Name: PSQ1821A Model: WALTO4aT$l,1FkPffiQY115H Lot/Block: 212 Subdivision: WYNDHAM PRESERVE Address: 3825 NIGHT HERON DR. City: SANFORD State: FLORIDA Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: 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: N/A psf This package includes 27 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. I Seal# I Truss Name I Date I No. I Seal# Truss Name 18/15/17 Date 1 IT11834715 lA1 8/15/17 112 1 T11834726 1 B7 2 IT11834716 JA2 8/15/17 113 1 T11834727 I C1 8/15/17 3 IT11834717 IA3 5 14 1 T11834728 I C2 18/15/17 J 4 IT11834718 IA4 8/15/17 115 1 T11834729 I CJ1 8/15/17 5 T11834719 A5 8/15/17 16 T11834730 CJ3 8/15/17 16 I T11834720 I A6 18/15/17 117 1 T11834731 1 CJ5 18/15/17 J 17 IT11834721 IA7 18/15/17 118 1T11834732 I D1 18/15/17 1 8 IT11834722 IA8 8/15/17 119 IT11834733 ID2 8/15/17 9 IT11834723 JA9 8/15/17 20 T11834734 E1 8/15/17 10 IT11834724 JB5 8/15/17 21 1 T11834735 1 E2 8/15/17 111 IT11834725 166 18/15/17 122 1 T11834736 I F1 18/15/17 1 1 7 - 2 5 7 0 v1L0/,VC SANFORD O iOARTM This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Mid -Florida Lumber Acquisitions, Inc.. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and property incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 42 August August 15,2017 Velez, Joaquin 1 of 2 RE: PSQ1821A-T - Park Square Hms./ Walton-1821-A_TRAY Site Information: Customer Info: PARK SQUARE HMS. Project Name: PSQ1821A Model: WALTON 1821-A / TRAY Lot/Block: 212 Subdivision: WYNDHAM PRESERVE Address: 3825 NIGHT HERON DR. City: SANFORD State: FLORIDA No. ISeal# ITruss Name Date 23 IT11834737 I F2 8/15/17 24 IT11834738 I F3 8/15/17 25 IT11834739 IG1 8/15/17 26 IT11834740 JR 8115/17 27 IT11834741 I KJ7 8/15/17 2 of 2 Job Truss Truss Type Pry Park Square HmsJ VYahan•1821-A_TRAY 10ty I T71834715 PS01821A•T Al HIP 1 1 Mi06Flonda Lumber. Barlow, FL. 7 640 a Apr 18 2016 MTek Industries, Inc rue Aug 15 03,10,12 2017 Page 1 ID:FrzuslH5cf6ud')TDUdP6Yy3q_d-Ao?R76NiXAOczRR6wnM2mOOg8tpOsCBCHIMHGuyngdP 43Si7I 25. 8-0 I 0 4t02 0290 -0I322 391--00--004 32.12 5-6-0Scale = 1 70 7 1. 5x4 II 5x5 = — 8 00 12 3x4 = 3x4 = 3x8 = 3x4 — 3x4 = 5x5 = 4 520 6 21 7 8 922 10 23 11 i i, P 47-m w. Iapp- 11!1AV 0. arm10- 34 = 193x8 = 3x4 = 16 cm 15 3x6 = 3x8 = LOADING ( psf) SPACING- 2 0- 0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.04 2-19 >999 240 MT20 244/190 TCOL too Lumber OOL 1. 25 SC 0.77 Ven(n.) -0.19 13 15 >908 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.79 Horz(TL) 0.03 13 n/a n/a BCDL 10.0 Code FBC2014rrP12007 ( Matrix) Wind(LL) 0.02 19 >999 360 Weight: 207 lb FT - 0% LUMBER- BRACING - TOP CHORD 2x4 SP No. 2 TOP CHORD Structural wood sheathing directly applied or 4-7-9 oc punins. BOT CHORD 2x4 SP No. 2 BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 14-0- 0 except (jl=length) 13=0-7-8, 2-0-7-8. lb) - Max Horz 2=77( LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 13=206(LC 8), 18=399(1-C 8), 17=236(LC 8). 16=-399(LC 8). 2=206(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 13=963(LC 14), 18=2020(LC 13), 17-840(LC 17), 16=2004(LC 14), 2= 954(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-1429/ 322, 3-4-12681306. 4-5=11001289, 5.20=68/635, 20-21=W/635, 6-21=-68/635, 6- 7=76/501, 7-8-76/501, 8-9=76/501, 9-22=68/611. 22-23=68/611. 10-23=-68/611, 10. 11-1117/289, 11-12=1287/306, 12-13=1447/322 BOT CHORD 2-19=223/ 1280, 18-19=94/490. 17-18=606/184, 16-17=626/184, 15.16=105/480, 13-15=223/1239 WEBS 4-19=265/165, 5.19=131/910, 5.18=1524/365. 6-18=686/225, 7-17-751/289, 9-16=686/225, 10. 16=1512/365, 10.15=131/897, 11-15=258/165 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wtnd: ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCOL=3.Opsf; h-15ft; B=4511; L=24ft; eave=5ft: Cat II; Exp B; Encl.. GCpi=0. 18; MWFRS (directional); Lumber DOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrem with any other live loads 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to beanng plate capable of withstanding 206 lb uplift at joint 13, 399 lb uplift at joint 18. 236 lb uplift at joint 17, 399 lb uplift at joint 16 and 206 lb uplift at joint 2. 7) Girder carries hip end with 7-0-0 end setback. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 488 lb down and 169 lb up at 33-0-0. and 488 lb down and 169 lb up at 7-0-0 on top 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 10) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. not Considered Signed and Sealed and LOAD CASE(S) Standard the signature must be verified on any electronic copies AWARNING - Verily design peramithwa and READ NOTES ON ndS AND INCLUDED AOTEK REFERENCE PAGE AIV-7473 rev. f"=Ofs BEFORE USE. Design valid for use only with MfTek* connectors. This design Is based only upon parameters shown. end is lot an individual Wilding component, not a truss system Before use, in* building designer must verily the applicability of design parameters and property incorporate this design into the overall budding design. Bracing indicaindividualtres Wicated is to prevent bucklingOfinddualswebandhorCordmemo*($ only. Additional temporary and permanent bracing is akv!" required for stabYrly, and to prevent collapse with possible personal Injury and property damage. For general guidance regarding if* fabrication, storage, delivery, erection and bracing of trusses and truss systems, we ANSIRPII Quality CAteda, OSS419 and SCSI Bulldog Component 6801 Parke East Blvd Safety Information available from Tens Pate Institute, 218 N. Lee Street. Suite 312. Alexandra. VA 22314 Tamps, FL 36610 Job Truss Truss Type Oty Ply Pam Square Hms/ Waeon-1821-A TRAY T11831715 PS01921A-T Al HIP 1 1 Me-Pldrlda Lumber, nanON, I-L. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1 25. Plate Increase=1.25 Uniform Loads (plf) Ven. 1-4=-60, 4-11=126(F=-66), 11-14=60, 2-13=-42(F-22) Concentrated Loads (lb) Ven: 4=385(F) 11=385(F) 7 640 s Apr 19 2016 MRek Industries, Inc Tue Aug 1s 08.10 13 2017 Page 2 ID. FnzuslHScfbud?TDUdP6Yy3q_d-o_ZpKSOKIUYTabOIUUtHJDx?uH9dbIOLWPSgoKyngdO O WARNING - Verify design parameters and READ NOTES ON T#fS AND INCLUDED WTEK REFERENCE PAGE Mb-7472 rare. tOM3,201a BEFORE USE. Design valid for use only An MtTek® connectors. This design Is based only upon parameters shown, and is for an mdmdual bustling component, not a truss system Before use, the budding designer must verity the applicability of design parameters and property Incorporate this design Into the overallIsbuddingdesignBracingindicatedIstopreventbucklingofindividualtrussweband/or chord members oray 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, detnary, erection and bracing of trusses and truss systems, see ANSVTPII Quality Crlterla, OSB49 and SCSI Building Component 69U Pang Fast Blvd Safety Irffometlon available from Tens Plate Institute, 218 N. Lae Street, Suite 31Z Alexandre, VA 22314 Tampa, FL 3WI0 Job Truss Truss Type oty Ply Park Square Hms! Wagon" 11121-A TRAY T11834716 PSO1821A-T A2 HIP 1 1 M4FlorWa Lumber, Barlow, FL 7 640 s Apt 19 2016 MITek Industries, mt Tue Aug 15 08.10.14 2017 Page 1 ID.11 RL6CIwswnzWmafnB8efmy3q_c.W7CYoOy3ogKCIbU 1COWrRTBshSTK9zM3rOLmyngdN 16.3.7 2359 31.0.0 35-2.12 40-0-0 41.0.0 1 h2.12 103 7.5.3 7.3.7 h2.12 h9 1 0 Scale - 1:70.7 411 5x5 = 800 12 17 18 3x4 = 3x6 = 1.5x4 II e 20 85x5 = 1.5x4 4 3 I.SX4 9 2 10 34 = 16 15 14 13 3x4 = 3x4 = site = 3x8 = 12 3x4 = 3x6 = Sl-0-0 18-3.7 I 23-8-a 9-0.0 7.3.7 7.5.3 3140 40-0-0 7-3-7 9.0.0 Plate Offsets fX.Y1- WG-2-8.0.24L 18.0-2-0.0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. to (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.28 13.15 >999 240 MT20 2441190 TCDL 100 Lumber DOL 1.25 BC 0.99 Vert(TL) -0.76 13-15 >625 180 BCLL 0.0 ' Rep Stress Incr NO WB 0 64 Horz(TL) 0.21 10 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix) Wind(L-) 0.22 13-15 >999 360 Weight: 202 lb FT - 0% LUMBER. BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.44 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Structural wood sheathing directly applied or 5-4-15 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-13 REACTIONS. (lb/size) 2=165410-7-8.10=165410-7-8 Max Horz 2=96(LC 9) Max Uplift2=308(LC 10), 10=308(1-C 10) FORCES. (lb) - Max Comp /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2927/1218, 3.4=2739/1141, 4-17=3346/1450, 17-18=3346/1450, 5.18=3346/1450, 5.6=3346/1449, 6-7-3346/1449. 7-19-3345/1449, 19-20=334611449, 8-20-334611449. 8-9=2739/1141, 9-10=2927/1218 BOT CHORD 2-16=962/2531, 15-16-812/2401, 14-15=1188/3346, 13-14=1188/3346. 12-13=412/2401,10-12=962/2531 WEBS 4-16-34/360.4-15=443/1194.5-15=489/278.7-13=453/278.8-13-44211193. 8-12=34/360 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp B, End , GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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 308 lb uplift at joint 2 and 308 lb uplift at joint 10 7) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING • Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PACE 1110.7473 rev. 100013Q018 BEFORE USE. Oesign valid tot use only with Wake, connectors This design is band only upon parameters shown, and is for an Individual building component. not a buss system Before can, the building designer must verity the applicability of design parameters and property incorporate this design Into the overall budding design Bracing rndrdsted is to prevent timkiuig of individual buss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and propel damage. For general guidance regarding the is fabrication, storage, delivery, traction and bracing of trusses and truss systems, ace ANSVTPII Quality Cohorts, OSS49 and SCSI Building Component 69N Parke East Blvd. Safety Information available ham Truss Plate Institute, 218 N Lee Straw, Suds 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type oy Ply Park Square Hms/ wafton•1621•A TRAY T11634717 PSO1621A•T A3 HIP 2 1 Mid -Florida Lumber, Sandw. FL 7 640 s Apr 19 2016 MRek Industries. Inc Tue Aug 15 08.10.14 2017 Page 1 ID.11RL6CIwswnzWmefn88efmy3q o•687CYoOy3ogKCIbU1COVWRTGChVEK46V13rOLmyngdN 1 5.9.4 1• 17 3.0.0 0 34• •1 404}0 1.0.0 S9.4 S2.12 600 8.0.0 B4}0 S2.12 S9.4 1.0- Scale = 1.70.7 Sits = 314 = 3x4 = Sits = 4 16 5 a 17 7 3 A 0 11 US = 15 14 1e 1V 1a 4u 91 12 11 US = 1.Sx4 II 34 = 5)6 = 34 = 1.50 It 5-9.4 11.0-0 2atM 211-AO 342.12 4G0.0 S94 1 S2.12 9.0.0 fL60 S2.12 S&4 Plate Offsets (X.Yh 12:0.2-8.Edoel.14:0.2-8.0-2-41. 17:0.2-8.0-2-41.19:0.2-8.Edae1. 113:0-3-0.0-3-41 LOADING (psi) SPACING. 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 2040 Plate Grip DOL 1.25 TC 0.57 Vert(L-) -0.23 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber OOL 1.25 BC 0.81 Vert(TL) -064 12-13 >738 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.95 Horz(TL) 019 9 n/a n/a BCDL 100 Code FBC2014frPI2007 (Matrix) Wind(L-) 0.16 13 >999 360 Weight: 208 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 2-10-14 oc puriins BOT CHORD 2x4 SP No.1 BOT CHORD Structural wood sheathing directly applied or 6-4-14 oc bracing WEBS 2x4 SP No 3 REACTIONS. ( lb/size) 9=1654/0-7-8.2-1654/0-7-8 Max Horz 2=115(LC 8) Max Uplift9=308(LC 10), 2=-308(LC 10) FORCES. ( ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-2984/1216, 3-4=2575/1107. 4-16=226211052. 5.16=2262/1052, 5-6=2788/1241, 6. 17=-2262/1052, 7-17=2262/1052, 7-8=2575/1107, 8-9=2984/1216 BOT CHORD 2-15=955/2565, 14-15=955/2565, 14-18=945/2738, 18-19=945/2738. 13-19=945/2738, 13- 20=945/2738. 20-21-945/2738. 12-21-945/2738, 11-12=955/2565, 9. 11--955/2565 WEBS 3.14=373/251, 4-14=270/779, 5-14=753/281. 6.12-753/281, 7-12=270/779. 8- 12--373/251 NOTES- ( 7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft, eave=5ft, Cat. 11; Exp B. Encl.. GCpi=0.18, MWFRS (directional) and C-C Exterior(2) zone,C-C for members and forces 6 MWFRS for reactions shown; Lumber OOL=1.25 plate grip DOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live bads. 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fin between the bottom chord and any other members, with BCOL = 10 Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 308 lb uplift at joint 9 and 308 lb uplift at joint 2 7) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNINO • Vw*Y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIl•7472 rw 1"17015 BEFORE USE. Design valid lot use only with MiTek® connectors This design is based Only upon parameters shown, and Is for an individual budding component, not a truss system. Before use, the building designer must verily the applicability of design parameters and property incorporate this design into the overall budding design. Bracing indicated is to provem 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 fabricaWn. Storage, delivery, erection and bracing of trusses and truss systems, see ANSVIPII Quality Cnterla, OSS49 and SCSI Building Component 6904 Parke East Blvd Salary IMormatlon available from Truss Pats Inateiee. 218 N Lee Street, Suss 312. Alexandra. VA 22314 Tampa. FL 36610 Job Truss Truss Type oty Ply park Square Hms./ Walton-1821•ATRAY T1163471e PSQ1821A-T M HIP 2 1 Mal -Florida Lumber, Bartow, FL 7 640 s Apr 19 2016 MRak Industries. Inc Tue Aug 15 08:10.15 2017 Page 1 ID 11RL6CN+swnzWmafnBBefmy3q_c-eNhet7Pag5pBquAhbvNOeOMW4pr3gRe2)ext0yngdM 6.9.4 13.0.0 200-0 7.00 -1400.0 1 1 6 94 8 2.12 7.10 7 0 0 6-2-12 &9 4 1 O Scale = 1:70 7 SX - 1.Sx4 II Sxe = 4 13 5 14 6 34 = ] 4 n io 11 rr io iv 3x8 = 3x4 = Sire = 30 = LOADING ( psf) TCLL 20.0 TCOL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014/TPI2007 CSI. TC 0.86 BC 0.92 WB 0 37 Matrix) DEFL. in (loc) Vdefl L/d Vert( L-) -0.29 11-12 >999 240 Vert( rL) -0.66 11-12 >717 180 Horz( TL) 0.16 8 n/a n/a Wnd( LL) 0.15 11 >999 360 PLATES GRIP MT20 244/190 Weight: 199 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-8 oc pur ins. BOT CHORD 2x4 SP No.1 BOT CHORD Structural wood sheathing directly applied or 6-3-8 oc bracing. WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 8=1654/0-7-8, 2=1654/0-7-8 Max Horz 2=134(LC 9) Max Uplift8-308(LC 10), 2=308(1-C 10) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown TOP CHORD 2-3=2897/1234. 3-4=2628/1156. 4-13=2416/1140, 5.13=2415/1140. 5-14=2415/1140. 6- 14=241611140. 6-7-2628/1156, 7-8=2897/1234 BOT CHORD 2-12=-962/2578, 12-15=677/2137, 15.16=677/2137, 11-16=677/2137, 11-17-677/2091, 17- 18=-677/2091, 10-18=-677/2091, 8-10=962/2508 WEBS 3.12=326/303, 4-12=164/550, 4-11=1411581, 5-11-439/252, 6-11=141/581, 6- 10=1641550. 7-10=-326/303 NOTES- ( 7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft-140mph (3-second gust) Vasd=108mph; TCOL-4.2psf; BCDL=3 Opsf; h=15ft; 8=45ft; L=24ft; eave=5ft; Cat. II; Exp B; Encl.. GCpi=0 18. MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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.Opst 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 308 lb uplift at joint 8 and 308 lb uplift at joint 2 7) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - Varfy dealt. parameters and READ NOTES ON TIBS AND INCLUDED a07Ex REFERENCE PAGE 11411-7473 rev. fdN3/201 S BEFORE USE. Design valid for use waywith MRu ak® connectors. This design is bad only upon parameters shown, and is for an individual budding component, not a true system. Before uu, the bulldog designer must verdy the applicability of design parameters and property incorporate thus design into tho overall _ building design Brad" indicated is to prevent bueklemg of individual truss web and/or Bard members only Additional temporary and permanent bracing is alwys arequlre0 farstability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage. delivery, election and bracing of trusses and truss systems, see ANSIRPH Quality Cftena, OSS49 and SCSI Building Component 6904 Perko East Slue. Safety Information available from Truss Plate Institute, 218 N Lee Street. Suite 31Z Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Pant Square Hmsl Wanort-1821-A TRAY I T11834719IPSO1821A-T AS HIP 1 1 Job Reference (optional) 7.9.4 10 BE_k1YJYdOvq, t 2M12 20.0.0 25-0-0 5x8 — 1.Sx4 II 5x6 = 4 5 8 r.wu s Apr lv zula Mi i eR industries. IOC i ue Aug 1 b da.111 le zu17 Paget 7.2.12 7.9.4 Scale - 1.70.7 a 3xG = 12 13 14 11 It. 15 10 3x6 = 3x4 = 5x8 = 30 = 10]-4 2G.d0 2946.12 40-0-0 10.3.4 9.6.12 941-12 I 1 m Plate offsets a.Y1- 14:0-3-0.0-2-01,16:0-3-0.0-2-01.111:0-4-0.0.3-01 LOADING (psf) SPACING- 2 0-0 CSI. OEFL. in (loc) I/de0 Ud TCLL 200 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.30 11-12 999 240 TCDL 10.0 Lumber DOL 1.25 SC 0.92 Ven(TL) 064 11-12 735 180 BCLL 0.0 Rep Stress Incr NO WB 0.44 Horz(TL) 016 8 n/a n/a BCDL 100 Code FBC2014/TP12007 Matrix) Wind(LL) 013 8-10 999 360 LUMBER- BRACING - PLATES GRIP MT20 244/190 Weight: 204 lb FT = 0% TOP CHORD 2x4 SP No.1 *Except' TOP CHORD Structural wood sheathing directly applied or 2-7-6 oc puriins. 4. 6: 2" SP No.2 BOT CHORD Structural wood sheathing directly applied or 6-2-13 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=1654/0-7-8.8=1654/0-7-8 Max Horz 2-153(LC 9) Max Uplift2=308(LC 10). 8-308(LC 10) FORCES. ( lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=2915/1233, 3-4=2702/1221, 4-5=-2129/1033, 5-6=-2129/1033, 6-7=2702/1221. 7- 8=2915/1233 BOT CHORD 2-12--951/2616, 12-13=-602/2032, 13-14=-602/2032, 11-14=-602/2032, 11-15-602/1960, 15- 16=-602/1960, 10-16=-W2/1960, 8-10=951/2501 WEBS 3.12=-391/354, 4-12=287/710, 4-11=-38/447, 5-11=-274/124, 6-11=38/447, 6. 10=-287/710, 7-10=-391/354 NOTES- ( 7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vint=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft, 8=45ft; L-24ft; eave=eft; Cat. II; Exp B; End , GCpi=0.18; MWFRS (directional) and C-C Extenor(2) zone;C-C for members and forces 8 MWFRS for reactions shown, Lumber DOL=1.25 plate grip DOL=1.25 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 vide will M 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 308111 uplift at joint 2 and 308 lb uplift at joint S. 7) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies D WARNING • VrNly design with MiTak* co and READ NOTES is base oil INCLUDED Mters REFERENCE PAGE MO-7473iv dualrsv. budding component. BEFORE USE. Design veld for wa only with MTala®mnnadors. This design is based only upon parameters sriown, and is for an indivgwl buddutg component, not a truss system Before use, the building designer must vrinfy the apPICabibly of design parameters and property incorporate this design Into the overall Du Mng design Bracing dWicated is to prevent buddoV of InMNdwl truss web and/or chord members only. Additional temporary and permanent bracing is skvoys required lot stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, sea ANSVIPH Quality Criteria. OSS49 and SCSI Building Component 6904 Parka East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tamps, FL 36610 Job Truss Truss Type 0ty Ply Park square Hmsl Watton•1821•ILTRAY T11f13/720 PS01821A-T A6 HIP 1 1 Mid-Rodds Lumber, Banow, FL 7.640 a Apr 19 2016 MRek Industries, Inc. Tue Aug 15 08.10 17 2017 Page 1 ID:BE kJYJYdDvg7w9sKvftBzy3q_b•WmoKApRrMj3v3CK31KxDT351CUTCXUixR132y5yngdK 6515 11 3 17-0.0 2328•S13 40-0-0 1 0. 0 &S75 5-01 SS13 8.0.0 SS13 SO.3 6-515 1-0-0 Scale = 1:71 5 5x8 = Sx5 = 3x6 = 10 Is 1f 14 13 t2 Its 19 11 3x6 = 3x4 = 3x4 = 3x6 = 3x8 = 3x4 = 1. 10 f7-1-12 i 22.70.4 1- 1. 8 2 5.8-0 i 30.10.E 40-0-0 8. 0.2 9.1.10 Plate offsets rX.Y1— r4:0-2-8.0.3-01,15:0.6-0.0.2-81,16-0-2-8.0-2-41,17:0-2-8.0.3-01 LOADING ( psf) SPACING- 2-" CSI. DEFL. in (loc) Well cad PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.20 11-12 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 0.99 Vert(TL) -0.50 14-15 >953 180 BCLL 00 ' Rep Stress Incr NO WB 0.76 Horz(TL) 0.16 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix) Wind(LL) 0.13 12-14 >999 360 Weight: 221 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 2-5-6 oc purllns BOT CHORD 2x4 SP No.2D BOT CHORD Structural wood sheathing directly applied or 6-2-4 oc bracing WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-12 REACTIONS. ( lb/size) 2=1654/0.7-8, 9=1654/0-7-8 Max Horz 2=172(LC 9) Max Uplift2=308(LC 10), 9=308(1-40 10) FORCES. ( lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2929/1258, 3-4=-2701/1222, 4-5=-2068/1015, 5-6=1796/971. 6-7=2068/1015, 7- 8=2700/1222, 8-9=2929/1258 BOT CHORD 2-15=983/2620, 15-16=767/2281, 16.17=-767/2281, 14-17=-767/2281, 13-14=512/1865, 12- 13=512/1865, 12-18=767/2192, 18-19=767/2192, 11-19=767/2192, 9- 11=983/2518 WEBS 5.14=223/654, 6-12=222/595, 3-15=-271/246, 4.15-151/472, 4-14=609/369, 7- 12=609/369, 7-11-151/474, 8.11=-271/246 NOTES- ( 7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuR=140mph (3-second gust) Vasd=108mph. TCDL=4 2psf; BCDL=3.Opsf; h=15ft; B=45ft, L=24ft; eave=5ft, Cat. 11; 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=1.25 plate grip DOL=1.25 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 308 lb uplift at joint 2 and 308 lb uplift at joint 9 7) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - V.Yy design parameters and READ NOTES ON Inds AND INCLUDED MI]EK REFERENCE PAGE 0111II4473 rev. 10MI2015 BEFORE USE. Design valid for use only with MiTekdD connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, 01a bulldog designer must verity the applicability of design parameters and property incorporate this design into the overall budding design Bracing indicated is to prevent buckling of individual WAS web andfor Gard 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 ANS11 PH Dually Criteria, OSB-09 and SCSI Building Component 69W Parke East SM. Satiety Intomudon available from Truss Plate Institute, M N Lee Street. Suds 312. Alexandria, VA 22314 Tamps, FL 36610 Job Truss Truss Type Oty Ply Park Square Hmsi wabon-1821-A TRAY T11834721lJob IPSO1821A-T A7 HIP 2 1 Reference (oritionall Mxt-Florida Lumber, Bartow, FL 7 640 It Apr 19 2016 MTek Industries, Inc Tue Aug 15 06.10.18 2017 Page 1 IO fOY6XuKAOX1ht4k2ucB6kBy3q_a-?yMIO9RT70BmhMvGG2SSOHewK15_G?241hpbUYyngdJ 665 19.0-0 14)-0 7-1.13 33.3.11 40.0.0 1 IV0.8-5 8.1.13 &1.13 2.0-0 6-1-13 &1.13 Scale = 1.74.4 9 5x5 = Sx5 = 10 [[ [a 14 10 12 c, — n 3x4 = 3x6 = 06 = 30 = 3x4 = 3x4 = i &94 l 1>>•1.12 to- 30.2.12 40.0.0 9.4 ti-44 14-8 fi-44 9.9.4 LOADING (psf) SPACING- 2 0 0 CSI. DEFL. in (loc) Udell Ud TCLL 200 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.34 14-15 999 240 TCDL 10.0 Lumber DOL 1.25 BC 082 Vert(TL) 0.75 14-15 638 180 BCLL 0.0 ' Rep Stress Incr NO WB 050 Horz(TL) 0.16 9 n/a n/a BCOL 100 Code FBC2014rrPI2007 Matrix-M) Wind(L-) 0.14 14-15 999 360 3x6 = PLATES GRIP MT20 244/190 Weight: 216 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-1-7 oc purlins. BOT CHORD 2x4 SP No 1 BOT CHORD Structural wood sheathing directly applied or 6-2-1 oc bracing WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-14. 7-12 REACTIONS. (lb/size) 2=1660/0-7-8, 9=1660/0-7-8 Max Horz 2=192(LC 8) Max Uplift2-302(LC 10), 9=302(LC 10) FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=2935/1302, 3-4=2675/1237, 4-5=1930/991, 5-6=-1655/952, 6-7=1930/991, 7-8=2675/1237, 8-9=2935/1302 BOT CHORD 2-15=-1025/2649, 15.22=747/2194, 22-23=747/2194, 14-23=747/2194, 13-14=-442/1687, 12-13=-442/1687, 12-24=747/2121, 24-25=747/2121. 11-25=747/2121, 9-11=1025/2550 WEBS 5-14=-284/616, 6-12=284/616. 3.15=330/298, 4-15=170/551, 4-14=735/441, 7-12=736/441, 7-11 =-1 70/552. 8-11=-330/298 NOTES- (7) 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; 8=45ft; L-24ft; eave=5ft, Cat. Il, Exp B; Encl. GCpi=0.18, MWFRS (directional) and C-C Exterior(2) zone,C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1 25 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 1O.Opsf 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 302 lb uplift at joint 2 and 302 lb uplift at joint 9. 7) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. IAt Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies QWARN/NG - Vwlly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MO-7473 rev. 1003/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual budding component, not a truss system Before use, the budding designer must vent' the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual tens 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 MR fabrication, storage. delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, OSS49 and SCSI Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tamps. FL 36610 Job Tnlss TTTrussTypeDryPlyParkSquatsNmslWaeon•t621-k Tt 1a34722 PSO1821A-T AS MOD QUEEN 6 1 Mo-Flatus Lumber. Bartow. FL. 7.640 s Apr 16 2016 MfTek Indusines, let Tue Aug 15 Oe.10.1a 2017 Page 1 ID fOY6XuKAOXlhl4k2uc86kBy3cLa-?yMtO9RT708mhMvGG2SSOHeu_IgNG?H4fhpbUYyngdJ 13-11- 2 26-2.14 3 -5.1 40-" t-0-0 76-4 8.2.14 &2-t4 6.2.14 6.2-14 74" -0-0 Scala c 1:70 4 Sx5 = is iw crr 11 c. cc ,.. 3x4 = Sxa = 3x4 = US US= LOADING (psf) TCLL 200 TCDL 100 BCLL 0.0 ' BCDL 100 SPACING- 2 0 0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Inca NO Code FBC2014f rPI2007 CSI. TC 077 BC 0.93 WB 0.49 Matrix-M) DEFL. in (loc) I/deft L/d Vert(LL) -0.34 11-12 >999 240 Vert(TL) -0.75 11-12 >639 ISO Horz(TL) 0.15 8 n/a n/a Wind(LL) 0.1511-12 >999 360 PLATES GRIP MT20 244/190 Weight: 206 lb FT - 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-15 oc puffins BOT CHORD 2x4 SP No 1 BOT CHORD Structural wood sheathing directly applied or 63-12 oc bracing. WEBS 2x4 SP No 3 WEBS 1 Row at midpt 5-11. 6-11. 4-11 REACTIONS. (lb/size) 2-1660/0-7-8, 8=1660/0.7-8 Max Horz 2=201(LC 8) Max Uplift 2-302(LC 10), 8=302(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-2880/1270, 3-4=2680/1259, 4-5=1861/972, 5-6-1861/972. 6-7=2681/1259, 7-8=2880/1270 BOT CHORD 2-12=983/2632, 12-19=-699/2145, 19-20=699/2145, 11-20=699/2145, 11-21=-699/2033, 21-22=-699/2033, 10-22=699/2033, 8.10=-983/2489 WEBS 5-11=597/1280, 6-11-716/441, 6-10=235/632, 7-10=3531317, 4-11-716/441, 4-12-235/ 631, 3.12=353/317 NOTES- (6) 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; 6=45ft; L=24ft; eave=5ft; Cat. II; Exp B, Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1. 25 plate grip DOL=1.25 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrem 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 3-64) 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 302 lb uplift at joint 2 and 302 lb uplift at joint 8. 6) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING - Verify, design parameters and READ NOTES ON rids AND INCLUDED MITEN REFERENCE PAGE NO.7473 rev. IOA1L2015 BEFORE USE. Design valid for use only with MlTekm connectors This design is based only upon parameters shown, and is for an individual budding component, not a truss system. Before use, the budding designer must vent' the applicabildy of design parameters and properly inCpporala Ints design into the Overall budding design. Bracing indicated is to prevent buooutp of individual boas web and/or chord members only. Additional temporary and permanent brsckig is always required for stability and to prevent coilepse with possible personal injury are property damage. For general guidance regarding tins Is fabrication. storage, delivery, erection and bracing of trusses and truss systems, we ANSVTPII Quality Criteria, OSB49 and 8CSI Building Component 6904 Pariro East Blvd. Safety Intonation avadable from Truss Plata Insidute. 218 N Lae Street. Suite 312, Alexandria, VA 22314 Tampa, FL 36810 Job Truss Truss Type Oty Ply Park Square HmsJ Walton. 1821-A TRAY Tt1834723IPS01821A.T A6 MOO QUEEN 2 1 wixrcnonba Lumber, tsanow, FL. 7 640 s Apr 19 2016 MTek Industries, Inc Tue Aug 15 08.10, 19 2017 Pepe 1 ID 7c6UkDLo"YNEJESKILHOy3q_Z-T8w5bVS5uKJdIWUSgI hYUBOYiA87OBEuLY80yngdl 2.7.8 73 2 12•PO 204)-0 26-5.13 3 32. 1 11 4 41 1-0-0 2-7$ 4•a-4 4.6-4 a-0.0 6.5.13 8-0.3 0• 1 7.0.5 Scale a 1,600 5x6 6 00 rt2 3x4 5x12 4 7 5 6x6 5x5 Q 4 a 4x6 4 3 2 9 14 R ' p t 15 10 1 3x5 = 18 sire = 13 17 12 16 19 11 34 = Sx8 f2.00 12 5x6 \\ 5x8 = 3x4 = axe MT20KS = LOADING (pso TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC20141TP12007 CSI. TC 0.98 BC 0.96 WB 0.77 Matrix) DEFL. Ven(LL) Vert(TL) Horz(TL) Wind(LL) in (loc) Vdefl Ud 0.42 11-12 >999 240 093 11-12 >508 180 039 9 n/a n/a 0. 26 14-15 >999 360 PLATES MT20 MT20HS Weight: 224 lb GRIP 244/ 190 187/ 143 FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied 8- 10,1-4: 2x4 SP NoA D BOT CHORD Structural wood sheathing directly applied or 5-4-15 oc bracing. BOT CHORD 2x4 SP No.2D *Except* WEBS 1 Row at midpt 5-13, 5-12, 6.12, 7-12 2- 16: 2x4 SP No 2, 14-15,9-12: 20 SP No 1 WEBS 2x4 SP No.3 *Except' 3- 15,5-14,4.15: 2x4 SP No.2 REACTIONS. ( lb/size) 2=1654/0.7-8, 9=1654/0-7-8 Max Horz 2=201(1_C 8) Max Uplift2=308(LC 10), 9=308(LC 10) FORCES. ( lb) - Max. Comp./Max. Ten -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2917/1268, 3.4=-6145/2488, 4-5=3086/1392, 5.6=1869/953, 6.7-1844/964, 7- 8=2662/1254,8-9=-2897/1262 BOT CHORD 2-16=1013/2539, 15-16=1236/3183, 14-15=1276/3393, 13-14=-1033/3033, 13- 17-775/2282, 12-17=-775/2281, 12-18=-701/2039, 18.19=701/2039, 11- 19=701/2039, 9-11=975/2484 WEBS 3-16-2148/845. 3.15=-1171/3390, 5-14-952/2662, 5-13=1891/716, 5.12=$36/467, 6. 12=-529/1163, 7-12=721/426, 7-11=234/653, 8-11=337/307, 4-15=960/2709, 4- 14=7401399 NOTES- ( 7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Opsf; h=15ft; 8=45ft; L=24ft; eave=5ft; Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1 25 plate grip DOL=1.25 3) All plates are MT20 plates unless otherwise indicated 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 bad of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 308 lb uplift at joint 2 and 308 lb uplift at joint 9. 7) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies QWARNING - VarHy daalpn panma/4rs and READ NOTES ON TT05 AND INCLUDED MITEK REFERENCE PAGE aeu472 rev. 1003/2013 BEFORE USE. Design valid for use only with MTalc® Connectors This design is baud only upon parameters shown, and is lot an individual buBWng component, not a truss system BOWS use, the budding designer must vent' the applicability of design parameters and properly incorporate this design into the overall _ budding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent Collapse with posslne personal injury and property damage For general guidance regarding the h1111C on, Storage, delivery, erection and bracing of trusses and truss systems, sae ANSVTPIt Quality Cnterla, DSB$9 and SCSI Building Component 6904 Persia East Blvd SafetyInformationavailablefromTrussPlateInstitute, 218 N Lee Street. Suite 312. Alexandria, VA 22314. Tamps, FL 36610 Job Truss Truss Type oty Ply Park Square Hm$J Walton-1821•A_TRAr T11ex724 PSO1821A-T 85 HIP 1 1 Mid-FbrEa Lumber, Bartow, FL. 7,640 s Apr 19 2016 MTek Industries. Inc. Tue Aug 15 08:10:20 2017 Pape 1 ID:bpgsy2MOw81P 0uR01Dapcy3q_Y-xLUTorTIfeRUwg3eOSVwSiIDeSWcknkN7 IiYOyngdH 1 2.71 L 12 12 : 15-0.0 L= 25-0.0 32-2-12 40.0.0 1 1-0-0 2.7$ 4.8 4-8-4 3.0-0 54}O 5.0-0 7.2.12 7.9-4 -0.0 Scats - 1.72.0 5x5 = 1.5x4 II 5,6 = 3x5 = 17 6x8 MT20HS = axe = 14 ro is 13 a ai a 3x6 = 8x75x6 {2.00 12 \ 5x8 = 3x1 = 2.7.8 i 7.4-8lfv 8.0.0 1 f 10.3.1 Plate Offsets (X.Y1- f2.0-2-8.Edeel.16:0.2-8.0-2-41. 18.0.3-0.0-2-01.113:0-4-0.0-3-01. f14:0.3-12.0.1-81.117:0-2-8.Edoe1 LOADING (psi) SPACING- 2-" CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.89 Vert(L-) 0.40 12-13 >999 240 MT20 244/190 TCDL 10 0 Lumber DOL 1.25 SC 0.94 Vert(TL) 0.88 15-16 >537 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 1.00 Horz(TL) 039 10 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix) Wind(LL) 0 26 15-16 >999 360 Weight. 230 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No 10 *Except* TOP CHORD Structural wood sheathing directly applied or 1-10.8 oc purlins. 6-8: 2x4 SP No.2 BOT CHORD Structural wood sheathing directly applied or 5-5-1 oc bracing. BOT CHORD 2x4 SP No.1 *Except* WEBS 1 Row at midpt 5-14 2-17: 2x4 SP No.2, 13-14: 2x4 SP No.2D WEBS 2x4 SP No.3 *Except* 3.16,5-15 2x4 SP No 2 REACTIONS. (lb/size) 2=1664/0-7-8.10=1654/0.7-8 Max Horz 2=-153(LC 8) Max Uplift=308(LC 10), 10=-308(LC 10) FORCES. (Ib) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=2895/1215, 3.4=-6181/2405, 4-5=3088/1330, 5.6=2481/1219, 6-7=2096/1036, 7-8=2096/1036. 8-9=2684/1221, 9-10=2898/1233 BOT CHORD 2-17=962/2606, 16-17=1174/3149, 15-16=1279/3482, 14-15=990/3079, 14-18=592/2010,18-19-592/2010,13.19=-592/2009,13.20=-601/1937, 20-21=-601/1937,12-21=601/1937,10-12=952/2489 WEBS 3-17=-2126/801, 3-16=1153/3428. 4-16=886/2630, 4-15=-858/466, 6-15=927/2668, 5.14=2534M% 6-14=340/690, 6-13=-62/407, 7-13=297/154, 8.13=46/429, 8-12=-289/724, 9-12=393/356 NOTES- (8) 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=2411, eave=5ft; Cat. II, Exp B; Encl., GCpi=O 18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1 25 plate gnp DOL-1 25 3) Provide adequate drainage to prevent water ponding 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with SCOL = 1 O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 308 lb uplift at joint 2 and 308 lb uplift at joint 10 6) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING - VoNy dealgn parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE iN1l-7473 rev. 10V3,7015 BEFORE USE. 0084n valid for use only with MTek® connectors This design is based only upon parameters shown, and is (of an individual buildup component, not a truss system. Before use, the building despnecmusl verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling ofindividual truss web andfor chord members only Additional temporary and permanent bracing rs always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection are bracing of trusses and truss systems, sea ANSIrfP11 Quality Criteria, OSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Tres Plata Institute, 218 N. Lee Street. Suite 31 Z Alexandria, VA 22314 Tamps, FL 36610 Job Truss Truss Type Py Park Square Hmsl Wanon-1821-A_TRAY 10ty T11634725 PSO1821A-T 88 HIP 1 1 Mid-Flonda Lumber, Barlow, FL 7 640 a Apr 19 2016 MITek Industries, Inc. Tue Aug 15 06 10 21 2017 Page 1 10bpgsyZMOw81P OuR010apcy3q_Y-PX2rOBULPtIZLYpdgyAO9dvGMkVrKTE7XMe1F5syngdG 1 8 7-31 12 U 17-0,0 230-0 31- -1 40-0-0 41 2.7.8 48.1 4.8.4 8-0.0 Sire = 54 MT20HS e.00 ,2 Scale - 174 2 01IL 3x5 = 18 6x8 MT20HS = 5x7 = 15 14 14 12 11 3x5 = 5x8 3x8 — 5x6 'f2 00 12 \ 3x4 = 3x8 = 1 5x4 I I LOADING (psf) TCLL 200 TCDL 10.0 BCLL 00 ' BCDL 100 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014frP12007 CSI. TC 1.00 BC 0.97 WB 099 Matrix) DEFL. in (loc) Udell L/d Vert(LL) -0.32 16-17 >999 240 Vert(TL) -0.90 16-17 >526 180 Horz(TL) 0.40 9 n/a n/a Wind(ILL) 0 26 16-17 >999 360 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight 233 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 'Except' TOP CHORD Structural wood sheathing directly applied 7-8. 2x4 SP No.20, 1.4. 2x4 SP No 1, 8-10: 2x4 SP OSS BOT CHORD Structural wood sheathing directly applied or 5-2-4 oc bracing. BOT CHORD 2x4 SP No 2 'Except' WEBS 1 Row at midpt 5-15, 6-12, 8-12 16-17 2x4 SP No. 1. 9-13: 2x4 SP No 2D WEBS 2x4 SP No.3 *Except* 3-17: 2x4 SP No 2 REACTIONS. (lb/size) 2=1654/0-7-8, 9=1654/0-7-8 Max Horz 2=172(LC 9) Max Uplift2=308(LC 10), 9=-308(LC 10) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=2903/1233, 3-4=-6095/2433, 4-5=-3081/1353. 5-6=2047/1020, 6-7=1806/979. 7-8=2129/1002, 8-9=2896/1221 BOT CHORD 2-18=-978/2435, 17-18=1192/3053, 16-17=1297/3375, 15-16=-972/2908, 14-15=740/2169, 13-14=507/1784, 12-13=-507/1784, 11-12=-927/2470, 9.11=927/2474 WEBS 3-18=-2058/811, 3-17=1163/3306, 4-17=894/2539, 4-16=-831/457, 5-16=-909/2609, 5-15=1886/652. 5-14=-622/374, 6-14=246/608, 7-12=157/538, 8-12=769/466. 8-11=01373 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design 2) Wind, ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph; TCOL-4.2psf, BCDL=3 Opsf; h=15ft, B=45ft, L=24f1; eave=5ft; Cat II; Exp S; Encl., GCpi=O 18; MWFRS (directional) and C-C Exterior(2) zone,C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1 25 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated 5) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 1O.Opsf 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 308 lb uplift at joint 2 and 308 lb uplift at joint 9. 8) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED ANTEX REFERENCE PAGE Ald-7473 rev. 1"2/2015 BEFORE USE. Design valid for use only with Mirek® connectors. This design is based only upon parameters shown, and is for an individual budding component, not a truss system Before use, the budding designer must vent' the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent budding of individual truss web andfor chord members only Additional temporary and permanent bracing is akvays requited for slabdity, 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 ANSVIPH Quality Crlterla, OSB29 and SCSI Building Component 6904 Parke East Blvd Safety Information available from This Plate Instaute, 218 N Lae Street. Suite 312. Alexandria, VA 22314. Tamps, FL 36610 Job Truss Truss Type Oty Ply Park Square HMSJ Wagon-1821-A TRAY I Tlte3a728 PS01e21A-T 67 HIP 1 nail Ma -Fla da Lumber, Banow, FL 7 840 8 Apr 19 2016 MiTek Industnea, Inc Tue Aug 15 06, 10 22 2017 Page 1 1D 3?EE9vM2hSOGeYTdZkkpMpy3cLX-tjc00XUzAFhB9zC1VtXOA7p74vAZChhgalnpdJyngdF 7 7-3-1 1 -0-0 tti-00 1-0-0 7-1.13 33.311 40.0.0 4 2.7d 4d-4 4-6.4 7-0-0 2.0.0 6-1.13 &1-13 6$5 Scale 2 1.81.8 5x5 = 5x5 = axe = 19 17 16 20 is 14 13 21 22 12 3xe = axe5xef2.00 12 3x6 MT20KS = 3x4 = axe MT20HS = 5 , 3.4 = 3x4 = 2.7d 7 7-0-0 2-0-0 9d-12 9.9.4 Plate Offsets (X.Y)- 16:0.2-8.0.2-41. f7:0.2-8.0-2-41. 19:0-2-8.03-01.116'0-3-0.0-1-121. 119:0.2-g.Edae1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/de0 Ud PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 0.85 Vert(LL) 0.38 12-13 >999 240 MT20 244/190 TCDL 100 Lumber OOL 1.25 SC 0.97 Vert(TL) 0.88 12-13 >540 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Inu NO WB 0.97 Horz(TL) 0.39 10 n/a n/a SCOL 100 Code FBC2014lrP12007 Matrix) Wind(LL) 0.26 17-18 >999 360 Weight: 234 lb FT = 0% LUMBER- BRACING. TOP CHORD 2x4 SP No 2 'Except' TOP CHORD Structural wood sheathing directly applied or 1-10.2 oc puriins. 9.11,1-4: 20 SP No.1 BOT CHORD Structural wood sheathing directly applied or 5-2-2 oc bracing. BOT CHORD 2x4 SP NoA 'Except' WEBS 1 Row at midpt 5.16, 5-15, 8-13 2-19,14-16: 2x4 SP No.2 WEBS 2x4 SP No 3 'Except' 3-18. 2x4 SP No.2 REACTIONS. (lb/size) 2-1654/0.7-8, 10=1654/0-7-8 Max Hors 2=192(LC 8) Max Uplift2-308(LC 10). 10=308(LC 10) FORCES. (lb) - Max. CompJMax Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2891/1233, 3-4=-6136/2470, 4-5=3091/1366. 5-6=1917/971, 6-7-1639/943, 7-8=19101980. 8-9=2661/1217, 9-10=2908/1278 BOT CHORD 2-19=973/2483, 18-19=-1189/3126, 17-18-1400/3630, 16.17=1015/2959, 16-20=767/2255, 15-20=767/2255, 14-15=43411647. 13-14=-434/1647, 13-21=72912098. 21-22-729/2098, 12-22=729/2098, 10-12=1001/2518 WEBS 3-19=2118/812, 3-18=121313436, 5-17=91212554, 5-16-1862/695. 5-15=817/447. 6-15- 242/516, 7-13=292/661, 8-13-736/429, 8-12=165/562, 9.12=310/288, 4-18=- 843/2492, 4-17=969/506 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10: Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCOL-3.0psf; h=15ft; B=45ft: L-2411, eave=511; 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- 1.25 plate grip OOL=1.25 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonooncument with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCOL = 1 O.Opsf 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 308 lb uplift at joint 2 and 308 lb uplift at joint 10. 8) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING - VeAry design pantimefara and READ NOTES ON THIS AND INCLUDED WrEK REFERENCE PAGE afll-7473 rev. 1"=015 BEFORE USE. Design valid for use only with MTeli® cannectom This design is baud only upon parameters shown, and is for an individual buikhng component, nor Inrss.system Before use, the buitd¢e rng designermustverifytheapptbllltyofdesign parameters and property incorporate this design into the overa9 buildup dasipn Bracing indicated is to preventbucqulp of individual truss web and/or hard members only. Additional temporary and permanent bracing- -' - is aWays requirod for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the IN fabrication. Storage, delivery, erection and bracing of trusus and truss systems, see ANSUMI Oualhy Crherla, OSS49 and SCSI Building Component 6904 Parke East Blvd. Safety Ifdormation available 8om Tniss Plate Institute, 218 N. Lee SInW. Suite 312. Alexendna, VA 22314. Tempe, FL 36610 Job Truss Truss Type Oty Ply Pam Square Hms/ Waeon-1821-A TRAY n te347n PS0182IA-T ci MONO HIP 1 1 Md-Fkxids Lumber, Bartow, FL. 7 640 s Apr 19 2016 MITek Industries, Inc Tue Aug 15 08.10:22 2017 Page 1 ID:37EE9vM2hSOGeYTdZkkpMpy31LX4gcDDXUzAFhB9zC 1 VIXOA7pZ3vK1 CmPgalnpdJyngdF 1 -t Oct I 7.0.0 14-3.4 1.0.0 7.0.0 7-3.4 Scale =1267 5k5 - 3x6 = oxo - 3ic4 = 5 4it1 II 5.3.10 4-9-2 4.2-0 Plate Offsets (X.Y)- 12.0-1-0.Edoel. l3 0.2-8.0.2-41. IS Edae.0.3-81. 16:0-3-0.0-4-41 LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(L-) -0.03 6-7 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(rL) -0.09 6-7 >999 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.67 Horz(TL) 0.02 5 n/a n/a BCOL 10.0 Code FBC2014/TPI2007 Matrix) Wind(LL) 0.02 6-7 >999 360 Weight: 81 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-1 oc puriins, except BOT CHORD 2x6 SP No.2 end verticals WEBS 2x4 SP No.3 80T CHORD Structural wood sheathing directly applied or 10-0.0 oc bracing. REACTIONS. (lb/size) 5=1432/0-7-8, 2=1003/0-7-8 Max Horz 2-120(LC 8) Max Uplr t5=277(LC 5), 2=189(1-C 8) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-1653/251. 3.4-1427/260, 4-5-1348/273 BOT CHORD 2-7-25211391, 6-7-259/1311 WEBS 3.7=0/259, 4-6-305/1763 NOTES- (8) 1) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf, BCDL=3.Opsf; h=15ft; B=45R; L=24ft, eave=5f1; Cat. II; Exp B; Encl.. GCpr=0.18, MWFRS (directional); Lumber OOL=1.25 plate grip DOL-1.25 2) Provide adequate drainage to prevent water ponding. 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 bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 277 Ill uplift at joint 5 and 189 lb uplift at joint 2. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1251 lb down and 249 lb up at 10-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, bads applied to the face of the truss are noted as front (F) or back (8). 8) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-3=60, 3-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 6-1251(F) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNINO - Verify design pommetws and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE NX7473 rev. 1 NOL2016 BEFORE USE. Oesign valid for use only with MlTeltm connectors This design is baud only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only Additional temporary and permanent bracing n always required for stabley, and to prevent collapse with possible personal injury and property damage. For general guidance regarding it* kv fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSUTPI1 Quality Criteria, OSS-61 and SCSI Building Component SOW Parka East Blvd. Safety Information available from Truss Plata Institute, 218 N Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type oy Ply Park Sgusrs 11m1J Wall.1821-A_TRAY T1183172DIPSO1821A-T C2 MONO TRUSS 1 1 MidFlorlds Lumber, Sanow, FL 7 640 s Apr l9 2016 M(Tek IrWustnes, Inc Tue Aug 15 08.1023 2017 Pagel ID UawNnxPx_NorT')BCFtHW Sy3eLU-LvAbRsVcx2p2n7nD3b2dIKLoSJe7xBlppyltM9yrgdE 7$14 14.3-4 1 OO 7-&14 6-8-e Scale = 142 3 1 3x4 = 5 1x4 II 3x4 = d: 7$14 a." O.4 LOADING (psi) SPACING- 2-0-0 CSI. OEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.06 2-6 999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 0.51 Vert(rL) 020 2-0 820 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.73 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FSC2014/TPI2007 Matrix) Wrnd(LL) 006 2-6 999 360 Weight 73 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. ( lb/size) 2=635/0-7-8, 5=549/0-7-8 Max Horz 2=217(LC 10) Max uplift2=-89(LC 10). 5=-141(LC 10) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=768/138 BOT CHORD 2-6=388/600, 5-6=388/600 WEBS 3-6=0/320, 3-5=671/433 Structural wood sheathing directly applied or 5-8-5 oc purlins, except end verticals. Structural wood sheathing directly applied or 8-11-13 oc bracing. NOTES- ( 5) 1) Wind: ASCE 7-10; VUR=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; 111=151t; 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 S MWFRS for reactions shown; Lumber DOL=1.25 plate gnp DOL=1 25 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurtent 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 89 lb uplift at joint 2 and 141 lb uplift at joint 5. 5) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE UX7473 nine. 1"3 201S BEFORE USE. Design valid for use only with MiTak® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the budding designer must verify the applicability of design parameters and Property incorporate this design into the overall building design Bracing indicated rs to proven= buckling of individual truss web and/r chord members only Additional temporaryand permanent bracing rs aways required for stability and to Prevent Collapse with possible personal injury and Property, damage. For general guidance regarding the labnestion, storage, delivery, erection are bracing of trusses and truss systems, sea ANSVTP11 Ouallty Criteria, OSS49 and SCSI Building Component 6904 Parke East Blvd Solely Information available from Truss Plata InstaNe, 216 N Lea Street, Suite 312. Alexandria, VA 22314 Tamps, FL 36610 Job Truss Truss Type oty Ply Park Square HmsJ Wanon-1621-A TRAY 1 T11634728 PS01621A-T CJ1 JACK 4 all Mod -Florida Lumber. Barlow, FL 7.640 s Apr 19 2016 Mrrak Industnes. Inc. Tue Aug 15 08 10 23 2017 Page 1 10 YBodMFNgSmY7Eh2p7SF2uly3q_W-LvAbRsVcx2p2n7n03b2dIKLwMJluxM7gpyWM9lyngdE 1-0-0 1.0.0 1.0.0 1.0-0 2x4 = d> 40 Scale - 111 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 009 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.01 Ven(TL) -0.00 2 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCOL 10.0 Code FBC2014/TPI2007 Matrix) Wind(LL) 0.00 2 "" 360 Weight. 5lb FT = 0% 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=9/Mechanical, 2=137/0-7-8, 4=9/Mechanical Max Horz 2=34(LC 10) Max Uplift3=9(LC 1). 2=-64(LC 10) Max Grav 3=12(LC 10), 2=137(LC 1), 4=19(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- (6) 1) Wind. ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCOL=3 Opsf, h=15ft, B=45ft; L-241t; eave=5ft, Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces d. MWFRS for reactions shown; Lumber DOL=1 25 plate gnp DOL=1 25 2) This truss has been designed for a 10 0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9 lb uplift at joint 3 and 64 lb uplift at joint 2. 6) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - VnNy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M9.7475 rev. 1000=015 BEFORE USE Design valid for use only with Mrela® connectors This design rs based only upon parameters shown, and is for an individual budding component. not a truss system. Before use, the budding designer must verity the apphudldy of design parameters and property incorporate this design into the overall budding design Bracing indicated is to prevent buckling of indmdual truss web andfor 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 kv fabrication, storage, delivery. erection and bracing of trusses and truss systems. see ANSVTPH Quality Crhens, OSS49 and SCSI Building Component 6904 Parke East BIM. Safety Information available from Truss Plate Institute, 218 N. Lora Street. Suite 312, Alexandria. VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply Park square His / Waaon-1621-A TRAY T11834730 PSQ1621A-T CJ3 JACK 4 1 Mid -Flinch Lumbar, Bartow, FL 7.640 s Apr 19 2016 MTek Industries, Inc. Tue Aug is 08.10:23 2017 Pape 1 ID YBodMFNgSmY7Eh2p7SF2uty3q_W-LvAbRsVcx2p2n7nD3b2djKLvjJktxM7gpyWM9lyngdE 14)II 3.0.0 1.0.0 34}0 Sub = 1:12 3 2x4 = 3-0-0 3.0.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Uden L/d PLATES GRIP TCLL 20 0 Plate Grip DOL 125 TC 0.13 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 125 BC 0.07 Vert(TL) -0Ot 2-4 >999 180 BCLL 00 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014frPI2007 Matrix) Wind(LL) 000 2 "" 360 Weight, 11 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No 2 BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing REACTIONS. ( lb/size) 3=59/Mechanlcal, 2=203/0-7-8, 4=26/Mechanical Max Horz 2=62(LC 10) Max Uplift3=25(LC 10), 2=-63(LC 10) Max Grav 3=60(LC 15), 2=203(LC 1). 4=53(LC 3) FORCES. ( lb) - Max Comp./Max. Ten - All forces 250 (lb) or less except when shown NOTES- ( 6) 1) Wind: ASCE 7-10, Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 8=45ft; L=24ft; eave=5ft; Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (directional) and C-C Extenor(2) zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.25 plate grip DOL-1.25 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurreni 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 25 lb uplift at joint 3 and 63 lb uplift at joint 2 6) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING • Verify design parameters and READ NOTES ON TNS AND INCLUDED AUTEK REFERENCE PAGE 1161•7472 rev. /QN3/201S BEFORE USE. Design valid for use only with MTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must vent' the applicability of design parameters and property incorporate this design into the overall budding design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing rs always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Cnterla, OSS49 and SCSI Building Component 6904 Parke Fast Blvd Safety Information evadable from Truss Plate Insinute. 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply Park Square KMSJ Walton- 1621-A_TRAY T1163c731 PSO1621MT CJ5 JACK 4 1 Mid-Flonda Lumber, Barlow, FL. 7 640 s Apr 19 2016 Mrrak Industries, Inc Tue Aug 15 06 10 24 2017 Page 1 ID.YBodMFNgSmY7Eh2p7SF2ul y3q_Wp6jzeCWEisxvPHMPdlZsFYuOoj2KgpNz2cGvhByngdD 100 540 1. 0-0 640 20 = Scala = 1:17.3 i 5.0.0 5- 0-0 LOADING ( psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Ven(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 SC 0.25 Vert(TL) -0.07 2-4 >809 180 BCLL 0.0 ' Rep Stress Incr YES WB 000 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix) Wind(LL) 0.00 2 — 360 Weight: 18 lb FT - 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-" cc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Structural wood sheathing directly applied or 10-0-0 cc bracing REACTIONS. ( lb/size) 3=128/Mechanical, 2=275/0.7-8, 4=46/Mechanical Max Horz 2-89(LC 10) Max uplift3=56(LC 10). 2=-64(LC 10) Max Grav 3=128(LC 1), 2=275(LC 1), 4=93(LC 3) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- ( 6) 1) Wind: ASCE 7-10. Vutt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft, 8=45ft; L=24ft; eave=5ft, Cat II; Exp 8; Encl. GCpi=O 18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1 25 plate gnp DOL=1.25 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrellt 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 56 lb uplift at joint 3 and 64 lb uplift at joint 2 6) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - Verify design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE UM7472 ray. Ia*"01S BEFORE USE. Design valid for use only with MTaICp connector$ This design is based only upon parameters shown, and is for an individual buftrig component, not a truss system Before use. the budding designer must vent' the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria. OSS49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 210 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type ay Ply Park Square HmsJ Waban-1621•A TRAY T1t634732 PS01621A-T 01 GABLE 1 1 Ma-Flaids Lumber, Banow, FL 7 640 s Apr 19 2016 MiTek Industries, Inc Tue Aug 15 06.1025 2017 Pagel ID YBodMFNgSmY7Eh2p7SF2uty3q_W-HIHMsYXsTA3mORxc8055oIRG 6RnPGn6HG7TEeyngdC 1 10 , 10.0.0 20-" , 21.0.0 , l 1104.0 10.00 1-60 Scale - 1:37.1 04 = 1$ 3x4 = 22 21 20 19 18 17 18 15 14 3x4 1x4 II 10 II tx4 II 10 II 5x5 = tx4 II 1x4 11 1x4 II 1x4 II Plate Offsets (X.Y)— 118:0-2-8.0-3-01 LOADING ( psf) SPACING- 2.0-0 CSI. DEFL. in (loc) I/den L/d PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.08 Vert(L-) -0.00 13 n/r 180 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 SC 005 Vert(TL) -0.00 13 Nr 80 BCLL 0.0 ' Rep Stress Incr YES WB 0 05 Horz(TL) 0.00 12 n/a n/a BCDL 100 Code FBC2014/TPI2007 Matrix) Weight: 101 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins BOT CHORD 2x4 SP No.2 BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 20-0-0. lb) - Max Horz 2=105(LC 8) Max Uplift All uplift 100111 or less at ioint(s) 12, 19, 20. 21, 22, 17, 16, 15, 14, 2 Max Grav All reactions 250 lb or less at joint(s) 12, 18, 19. 20, 21, 22, 17, 16, 15. 14, 2 FORCES. ( lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown NOTES- ( 9) 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=2ft; Cat It: Exp 8; End, GCpi=O 18; MWFRS (directional) and C-C Exterior(2) zone,C-C for members and forces 3 MWFRS for reactions shown: Lumber DOL=1 25 plate gnp DOL=1.25 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 consuft quallrted building designer as per ANSIfrPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurreftt with any other live loads 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 19, 20, 21, 22, 17. 16, 15, 14, 2. 9) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING • Verily design parameters and READ NOTES ON T10S AND INCLUDED 1j6TEK REFERENCE PAGE M/1.7473 rev. 1"14015 BEFORE USE. Design valid for use only with Wake connectors. This design is based only upon parameters shown, and is rot an Individual building component, nol a truss system Bella use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overact building design Bracing indicated is to prevent Duckling of individual trust web and/or Mad members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with potable personal injury and property damage. For general guidance regarding tM Is Iabricuion, storage, deirvery, erection and bracing of trusses and truss systems, see ANSVTPH Quality criteria, OSS29 and SCSI Building Component 6901 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314 Tampe, FL 36610 Job Truss Truss Type Oty Ply Park Square Hms/Wabon•1821•A_TRAY Tt1831733 PS01821MT 02 OUEENPOST 7 1 mic-rlorga Lumber, t1anOw, rL 7 640 a Apr 19 2016 MTek Industries, Inc. TUG Aug 15 08' 10'25 2017 Page 1 10 ONM9abOJ03g_rrd?h9mHREy31ZV-HIHMsYXsTA3mORxcBO55o1RBk6EsPOP6HG7TEeyngdC 4-11 9.8.0 14.4.12 19-6-0 2 4-11.4 4-8.12 4-8-12 53-4 1.110 Stale - 1:36.0 4x4 = 3x5 = 3x4 5,8 = LOADING (psf) TCLL 20.0 TCOL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-" Plate Grip OOL 1.25 Lumber OOL 1.25 Rep Stress Incr YES Code FBC2014frPI2007 CS1. TC 0.42 SC 0.87 WS 0.21 Matrix) DEFL. in (loc) Vdefl Lid Ven(LL) -0A7 5-7 >999 240 Ven(TL) -0.44 5-7 >517 180 Horz(TL) 0.04 5 n/a n/a Wind(LL) 0.04 1-7 >999 360 PLATES GRIP MT20 244/190 Weight: 88Ib FT-0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-4 oc puffins. SOT CHORD 2x4 SP No.2 BOT CHORD Structural wood sheathing direly applied or 9-4-12 oc bracing. WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 1=759/0-7$, 5=843/0.7-8 Max Horz 1-103(LC 8) Max Uplrft 1=126(1-C 10), 5-174(LC 10) FORCES. (lb) - Max Comp /Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 1-2=1202/557, 2-3-933/440. 3-4=933/439. 4-5=1234/567 BOT CHORD 1-7=377/1010, 5-7=388/1050 WEBS 2-7=298/244. 3.7=-180/541, 4-7=336/257 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuQ=140mph (3-second gust) Vasd=108mph, TCOL=4 2psf; BCOL=3.Opsf; h=15ft, B=45ft: L=24ft: eave=5ft; Cat II; Exp B, End., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 3 MWFRS for reactions shown: Lumber DOL=1.25 plate grip OOL=1.25 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (ft=lb) 1-126. 5=174. 6) Truss is designed with, and confirms to the 2007 Flonda Building Code w/2009 supplements Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WAR/dING - Verify design parameters and READ NOTES ON T##S AND INCLUDED MTEK REFERENCE PAGE 111,11111,7473 rev. 10011MIS BEFORE USE. Design valid for use only with MiTekm connectors. The design is based only upon parameters shown, and is fart an Individual building component. not a truss system 8e10(a use, the budding designer must verify the applicability or design parameters and property incorporale this design Into the overall budding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regabing the fabneatan, storage, delivery, erection are bracing of trusses and truss systems, we ANSIRPII Quality Collette, OSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plata Instates, 218 N Lee Street. Suite 312. Alexandre, VA 22314 Tampa, FL 36810 Job Truss Truss Type oty Ply Park Square Hms/ Walton -1621-ATRAY T11634734 PSQ1621A-T E1 GABLE 1 1 Mid-FWids Lumber, Barlow, FL. 7 UO s Apr 19 2016 Wadi Industries, Inc Tue Aug 15 09.10,25 2017 Page 1 ID:ONM?abOJD3g_rrd?h19mHREy3cL-VrrUrk3uYUEUBdebWolgcKKzzOLWmiBirGV WIOM4yngdB S- 2.0 f0" 11.4.0 140 S-2-0 S-2-0 Scab - 1 21 9 4x4 = 1i 10 9 a 3x4 = tx4 II 1x4 II fire II 3x4 f 0.4-0 fo- a-0 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 0.11 Vert(LL) 0.00 6 n/r 180 MT20 244/190 TCDL 10.0 Lumber DOL 1 25 BC 0.07 Vert(TL) 0.00 7 n/r 80 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 HOrz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix) Weight 44 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 10-4-0. lb) - Max Horz 2=59(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9, 10. 8 FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- ( 9) 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-3.0psf; h=15ft; B=45ft. L=24ft: eave=2ft; Cat. It: Exp B; Encl.. GCpi=-0.18: MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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 quair ied building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 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 240-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 6, 10, 8 9) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING - VNVY design parameters and READ NOTES ON TPOS AND INCLUDED MTEK REFERENCE PAGE 610-7473 nv, I"MOIS BEFORE USE. Design valid rot use only with MTelam connectors This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall budding design Bracing mdrated is to preveid bucging of mdrAdtlal was web andier chord members onty. Additional temporary and permanent brwmg is always required ror 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 ANSVrPII Quality Criteria. OSB49 and SCSI Building Component 6904 Parks Fast Blvd Safety Information available from Truss Ptate Institute, 216 N Lee Street, Suite 312. Alexandria, VA 22314 Tamps. FL 36610 Job Truss Truss Type Dry PIy Park square, Mms/ Wafton•11MI-A_TRAY T118b173S PS01121A-T E2 KINGPOST 5 1 Job Reference (optional) Mid -Florida Lumber, Banes, FL. 7 640 It Apr 18 2016 Mrek Industries, Inc. Tue Aug 16 00.10.26 MIT Pape 1 10:ONM?abOJD3g_rrd'7h9mHREy3cL-V•mUrk3uYUEUBdebWolycKKzzM1 WkzSiaGVw10m4yngdB 104)-0 1.0.0 52.0 4-1" Scale - 120 1 4x5 = is 2x4 = 3x4 = 5-2.0 4-10-0 LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in (loe) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.01 2-5 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1 25 SC 0.24 Ver(TL) 004 2-5 999 180 BCLL 00 ' Rep Stress Incr YES WB 0 08 Horz(TL) 001 4 n/a n/a BCDL 10.0 Code FBC2014/rPI2007 Matnx) Wind(LL) 0.01 4-5 999 360 Weight: 37 lb FT - 0% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=459/0-7-8, 4=369/0-7.8 Max Horz 2=57(LC 9) Max Uplift 2-111(LC 10), 4-59(LC 10) FORCES. ( lb) - Max. Comp /Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=516/263, 3-4=518/262 BOT CHORD 2-5=149/399, 4-5=1491399 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Structural wood sheathing directly applied or 10.0-0 oc bracing. NOTES- ( 6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuft=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCDL=3.Opsf; h=15ft; 8=45ft; L=24ft; eave=5ft; Cat. II; Exp B, Encl., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL-1.25 plate grip DOL=1 25 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2= 111 6) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING - Verify design parameters and READ NOTES ON IMS AND INCLUDED OTEK REFERENCE PAGE 111/1-7473 rev. 10MMOIS BEFORE USE. Design valid for use only with Mfiekrp connectors This design is based only upon parameters shown, and is lot an indivlCual building componem, not a truss system Ssfore use, the building designer must verity Ins applicability of design parameters and properly incorporme this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor card members only Additional temporary and pemunem bracing is always required for stabdey 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 ANSVTPI1 Quality Cnterla, OSS41 and SCSI Building Component SOW Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N Lee Street. Suite 31Z Alexandra. VA 22314 Tamps. FL 36610 Job Truss Truss Type oty Ply Park Square Hms / Wanon-1821-A TRAY Tt1834738IPS01821A-T 11 GABLE 1 1 Job Reference lootionall Mid-FlCrea Lumber, Bartow, FL. 7 640 s Apr 19 2016 Mrek Industries. Inc. Tue Aug 15 08.10.27 2017 Page 1 ID:gHGSkoBGYxpc6pmPPKJX2y3pgR-EhP6GEY6?nJUGk5_IR7ZtAW NjwyRt6?PkaUal WyngdA 1e.n M12 , stile 1st-1o. Z.a.e n t 0 2 05 = 4x5 = .-. - 1x4 11 ."_ -- 1x4 II 05 - t10.11il 114.0 o a4 S-104 10.104 11 O4O sod 544 F- 2 Scale - 133 5 Plate Offsets (X.Y)- 12:0-2-8.0-1-121.16:0.2-8.0.1-121.18:Edde.0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.96 Vert(LL) -0.12 10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1 25 BC 0.74 Vert(TL) -0.25 10 >476 180 BCLL 0.0 ' Rep Stress Inv NO WB 014 Horz(TL) 0.00 9 n/a n/a SCOL 10.0 Code FBC2014/TPI2007 Matrix) Wind(LL) 0.05 10 >999 360 Weight: 79 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No 3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/sae) 9=524/0-3-8, 11-52410.3-8 Max Horz 11=134(LC 8) Max Uplrft9=177(1-C 10). 11G191(LC 10) Max Grav 9=571 (LC 17). 11=571(LC 18) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=335/263, 4-5=335/263 WEBS 5-9=356/359, 3-11=356/359 Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. Structural wood sheathing directly applied or 10-0-0 oc bracing. NOTES- (8) 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=O 55; MWFRS (directional) and C-C Exlerior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 2-0-0 oc 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 24)-0 wide will fit between the bottom chord and any other members, with BCDL - 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (it=lb) 9=177, 11=191. 8) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verify daslgn pammarrs and READ NOTES ON INS AND INCLUDED MITEK REFERENCE PAGE 110111-7472 rev. 1120L2015 BEFORE USE. Design valid for use Only with MlTekm connectors. This design is based only upon parameters shown, and is for an individual Waiting component, not a truss system. Before use, the buildup designer must verily the apptlub8dy, of design psTmeters 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 are truss systems. we ANSUTP11 Quality Criteria, OSS49 and SCSI Building Component 6904 Parke East Shod Safety Intomtadon available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Square Hmsl Wahon-1821-A TRAY T11834737 PS01e21A.T F2 HIP 5 1 all Mid-Flanda Lumber, Barlow. FL 7 640 s Apr 16 2016 MITek Industries. Inc Tue Aug 15 08.1028 2017 Page 1 10:9HGSkoBGYxpo6pmPPKJX2y3pgR-ItzUUaZkmSRLtugBs6eoPO3YTKHgcbFZzEE7gyyngd9 t.e.e natz . s1o.d 1a1o.4 11.e.0 1.e.0 I ,o-0To•rI-u sa4 s-0.4 (o•a12 1-0-0 ' 4x5 = Scab - 1.33 5 Ass = 11 lx4 lI 1.4 II 4x5 — 0.6-0 5-10-0 10.10.4 tt oao 01.1z 5-04 so.4 0 - 2o-e-0 Plate Offsets (X.Y)— 12 0-2 8.0-1-121.16 0-2 8.0.1-121.18.Edoe.0.2-01 LOADING (psf) SPACING. 2-0.0 CSI. DEFL. in loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.96 Ven(LL) -0.12 10 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.25 10 >476 180 BCLL 00 ' Rep Stress Incr NO WB 0.14 Horz(TL) 000 9 n/a file BCDL 10.0 Code FBC20141TPI2007 Matrix) Wind(L-) 0.05 10 >999 360 Weight: 60 lb FT - 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purllns, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Structural wood sheathing directly applied or 10-0.0 oc bracing REACTIONS. (lb/size) 9=524/0-3-8.11=524/03-8 Max Horz 11-134(LC 8) Max Uplift9=177(LC 10), 11=191(LC 10) Max Grav 9=571(LC 17), 11-571(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4-335/263. 4-5=335/263 WEBS 5-9=356/359, 3-11=3561359 NOTES- (6) 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=4511, L=24111, eave=5ft; Cat. II; Exp B; Part. Encl.. GCpi=0.55; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed , end vertical left and right exposed; C-C for members and forces S MWFRS for reactions shown, Lumber DOL=1.25 plate grip DOL-1 25 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 24)-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplrft at joint(s) except (t=lb) gal77, 11=191. 6) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - VerKy design parameters and READ NOTES ON IMS AND INCLUDED OTEK REFERENCE PAGE 11411-7473 ray. 16=016 BEFORE USE. Design valid for use only with MrTek® connectors. This design is based only upon parameters shown, and is for an individual building component, no a truss system. Before use, the budding designer must verify the applicability of desrgn,parnmeters and pfOpeny incorporate it" design into the overall ding design Bracing indicated is to prevent bucking of individual truss web and/or chord members orgy Additional temporary and permanent bracing rs always requded for Mobil" 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, a" ANSbTPl1 Quality criteria, OSS-49 and SCSI Building component Safety Information available from Truss Plate Insldute. 216 N Lee Street. Suite 31Z AlexandraSOW Parka East Bhd. VA 22314 Tampa. FL 381110 East Job Truss Truss Type Oty Ply Park Square Hms! Wanon-1821-A TRAY T11831738 PS01821A-T F3 HIP 1 1 Md-Flonda Lumber, Bartow, FL 7 640 *Apr 19 2016 Mfrek Industnes. Inc Tue Aug 15 08,10 28 2017 Page I 10 9HGSkoBGYxpoSpmPPKJX2y3pgR-ItzUUaZkm5RLtugBs8eoPO3YSKKgcbJZzEE7gyyngd9 1ao na1 , 5-10.0 aae 1a-0 , 1oa a9 a 5-0-4 a10-0 1ao 44 = 4x4 II Scale - 133 5 U4 = 3x4 04-12 1x4 II o.e.a...11 8- o1oast a1.12 HMOHMO aiao—i Plate Offsets (X.Y)— f2:0-2-0.0-1-121. f5:0.2.0.0.1-121. f7:Edoe.0.1-81 LOADING (psf) SPACING- 2-041 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.26 TC 0.97 Vert(L-) -0.02 8-9 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.06 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.13 Horz(TL) 000 7 n/a n/a SCOL 10.0 Code FBC2014rrPI2007 Matrix) Wind(LL) 0.04 8-9 >999 360 Weight' 44 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 640-0 oc purllns, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No 3 BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/sae) 7=282/0.3-8, 9=369/0-3-8 Max Horz 9=168(LC 10) Max Uplift7=157(LC 10), 9=-89(LC 10) Max Grav 7=350(LC 15), 9=370(LC 19) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 lb) or less except when shown. WEBS 3-9=273/347 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design 2) Wind' ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf, h=15ft; B=45ft, L=24ft; eave=5ft; Cat. 11; Exp B. Part. Encl , GCpi=O 55; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 748-0 zone; cantilever left exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1 25 plate gnp DOL=1.25 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10 Opst. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9 except (n=lb) 7=157 6) Truss is designed with, and confirms to the 2007 Flonda Building Code w/2009 supplements. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING - Verify dealgn perameters and READ NOTES ON rl9S AND INCLUDED WrEK REFERENCE PAGE UX7473 rev. 10003aidIS BEFORE USE. Design valid for use only with MITela® connectors This design is based only upon parameters shown. and is for an individual building component, not a truss system Before use, the budding designer must vent' the applicability of design parameters and property mcorporate this design into the overall building design Bracing indicated is to prover budding of individual truss web andtor chard members only. Additional temporary and permanent bracing is always required lot 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 ANSVMII Oualny, Cr11eda, OSBa9 and BCSI Building Component 6904 Parke Fast Blvd Safety Information available from Tens Plate Institute, 218 N Lee Street. Suite 312. Alerendna, VA 22314 Tampa. FL 36610 Job Truss Truss Type oty Ply Park Square Hms/ wanon-1821-A TRAY T71834739IPS01821A.T Of FLAT 1 1 Mid-Flands Lumber, Bsnow, FL 7.610 s Apr 19 20 is MITek Industries, Inc Tue Aug 15 08 10 29 2017 Page 1 ID UawNrtxPX NorT?BCFIHW Sy3q_U-A3XshwaMXPZCV2FNOr9lybbspkdTLOliBuzgNPyngd6 2.5-10 4.11-4 2-5.10 2.5.10 1 5x4 I I 3x4 = 1 5x4 I I Scale = 19.7 1 0 3 04 = 4x4 = 4-11 1 4711 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.41 Veri(LL) 003 4-5 999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 0.77 Vert(TL) 008 4-5 670 180 BCLL 0. 0 ' Rep Stress Incr NO WB 0.28 Horz(TL) 0.01 4 n/a n/a BCDL 100 Code FBC2014rrP12007 Matrix) Wind(LL) 002 4-5 999 360 Weight: 27 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No 2 'Except' BOT CHORD 2-5, 2-4: 2x4 SP No.3 REACTIONS. (lb/ size) 5=1251/0-7-8, 4=1251/Mechanical Max Upllft5= 247(LC 4), 4=-247(LC 4) Max Grav 5=1258(LC 13), 4=1258(LC 13) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 1-5=334/70, 3-4=-334nO BOT CHORD 4-5=254/1204 WEBS 2- 5=1302/275.2-4=1302/275 Structural wood sheathing directly applied or 4-114 oc puriins, except end verticals. Structural wood sheathing directly applied or 10-0.0 oc bracing. NOTES- (9) 1) Wind. ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL-4.2psf; BCDL=3.Opsf, h=15ft; B=45ft, L=24ft, eave=5ft, Cat. it. Exp B; Encl.. GCpi=0.18; MWFRS (directional), Lumber DOL=1.25 plate grip DOL=1.25 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10 0 pst bottom chord live load nonconcurreni with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=247, 4=247. 7) Girder carries tie-in span(s): 10-4-0 from 0-0-0 to 4-11-4; 11-" from 0-0-0 to 4-11.4 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. LOAD CASE( S) Standard 1) Dead + Root Live (balanced) Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads ( pff) Veit 1- 3=357(F=297),4-5=181(F=161) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verily design Parameters and READ NOTES ON THIS AND INCLUDED MITEX REFERENCE PAGE AW473 rev. 1ND3/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the budding designer must verity the applicability of design parameters and property incorporate this design into the overact .. _ budding design Bracing indicated is to prevent budding of individual tons web andlof chord members drily Additional temporary and permanent bracing Is always required for stability and to prevem collapse with possible personal injury and property damage For general guidance regarding the MW lamoalion, aofage. delivery, eregron and bracing Of trusses and truss systems, a" ANSIRPII Quality Criteria, OSS49 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suds 312. Alexandria, VA 22314 Tamps, FL 36610 Job Truss Typo oty Ply Park Square Hrnsl Watton•1621•A TRAY Ps T11831710 PS01821A-T J7 14 1 Mid -Florida Lumber, Be".. FL F] 7.610 s Apr lg 2016 Mrrek indutitrlas. Inc Tue Aug 1S 08.102p 2017 Pape 1 10'ymTl')HPZIhwh59mOoap"3cLT,A3XshwaMXPZCV2FNOMybbiHkgtL4c48i PyngdB 1.0.0 7.0.0 Scale = 1:22 2 2x4 = 1 7 LOADING (pso SPACING- 2-0.0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.96 Ven(LL) -0.12 2-4 >688 240 MT20 2441190 TCOL 10.0 Lumber OOL 1.25 BC 0.55 Vert(rL) -0.29 2-4 >275 180 BCLL 0.0 ' Rep Stress Ina YES w8 0.00 Horz(TL) -0.00 3 n/a n/a SCOL 10.0 Code FBC2014/TPI2007 Matrix) Wind(LL) 0.00 2 — 360 Weight: 24 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 20 SP No.2 BOT CHORD Structural wood sheathing directly applied or 10.0-0 oc bracing. REACTIONS. (Ib/size) 3=191/Mechanical, 2-352/0-7-6, 4=66/Mechanical Max Horz 2-117(LC 10) Max UpliR3=-85(LC 10), 2=-68(LC 10) Max Grav 3=191(LC 1), 2=352(LC 1).4=133(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- (6) 1) Wind: ASCE 7-10; Vu1t=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf; BCDL=3 Opsf, h=1511, B=4511, L=24ft, eave=5ft; 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=1.25 plate gnp DOL=1.25 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING • Verrfy design parameters and READ NOTES ON T1aS AND INCLUDED aeTEK REFERENCE PAGE Md•7473 rev. 10003aidIS 13EFORE USE. Design vela for use only with MlTek* connectors This design is based only upon parameters shown, and is for on individual building component, not a truss system. Before use. me.building designer must verily the applicability of design parameters and property incorporate this design into the overall _ _•. _ , _ budding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Is fatlrictlion, storage, delivery. erection and bracing of trusses and truss systems, see ANSVTPI1 Quality criteria, OSS49 and BCs1 Building component 69N Parka Fast ONO Safety Information available from Truss Plate Instaiae. 216 N Lao Street. Suite 312, Alexandria. VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Square Hms/ Wallor I e21-A_TRAY T11834741 PS01021A-T KJ7 MONO TRUSS 2 1 all Mid-Flonds Lumber, Bartow. FL. 7.640 s Apr 19 2016 MTak Industries. IhC. TUC Aug 15 05:10 30 2017 Pape 1 1D:ymTI*)HPZtrwh59mOoapWv y3q_T-eGSFvGb?11h37CpZzZgGVp6_i71D4SVrOYIEveyngd7 9-1613 t-1f}t0 5+0 4$13 Scale = 1:22 4 3x4 = LOADING (psi) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014/rP12007 5-4-0 CSI. TC 060 BC 0.48 WS 0.34 Matrix) 4$13 DEFL. in (loc) Udell Ud Vert(LL) -0.02 6-7 >999 240 Vert(TL) -0.10 6-7 >999 180 Horz(TL) 0.01 5 n/a n/a Wind(LL) 0.02 6-7 >999 360 PLATES GRIP MT20 244/190 Weight: 43 lb FT = 0% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 64).0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2-463/0-7-8, 5=378/Mechanical, 4=246/Mechanical Max Horz 2-150(LC 8) Max Uplift 2=1OO(LC 8), 5=37(LC 8). 4=103(LC 8) Max Grav 2=463(LC 1). 5-378(LC 1), 4=248(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-762131 BOT CHORD 2-7-138/693, 6-7-138/693 WEBS 3-7-0/269, 3-6-759/151 NOTES- (7) 1) Wind: ASCE 7-10: VuR=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3 Opsf; h=15ft; B=4511; L=24R; eave=5ft; Cat. 11; Exp B; Encl.. GCph=0.18; MWFRS (directional); Lumber DOL-1.25 plate grip DOL=1.25 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live bad of 20.Opsl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (l=lb) 2=100 4=103 6) In the LOAD CASE(S) section, loads applied to the face o1 the truss are noted as front (F) or back (B) 7) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=l 25 Uniform Loads (pit) Vert: 1-8--60 Trapezoidal Loads (plf) Vert: 2=2(F-9, 8=9)-to-5=49(F=15, B=15), 8=0(F=30, 8=30)-to-4=148(F=44, 8=44) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING - Vwify design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE af11.7473 tar. 10002Q016 BEFORE USE. Design valid for use only won MiTeli® connectors This design is based Only upon parameters shown• and is for an individual building component. not a truss system. Before use. the building designer must verify the applicability of design parameters and property incorporate this design into the overall budding design. Bracing xoicated is to prevent bucktxig of individual truss web and/or Chord members only Additional temporary and permanent bracing is always required for stablity, and to prevent collapse with possibia personal injury and property damage for general guidance regarding the Is fabrication, storage• delivery, erection and bracing of trusses and truss systems. a" ANSVTPI1 Ousliry, Criteria, OSS49 and SCSI Building Component 6904 Pa" East Sled. Safety Information available from Truss plate Institute. 218 N Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 38610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. 64-8 1 dimensions shown in It -in -sixteenths Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system, e.g. TOP CHORDS diagonal or x-bracing, is always required. See SCSI. 0'116 01-2 ca3 2. Truss bracing must be designed by an engineer. For 4 p WXZCr, wide truss spacing• individual lateral braces themselves may require bracing, or alternative Tor I TI O q yq 0 O bracing should be considered. s'¢ 3 U 3. Never exceed the design loading shown and never stack materials on braced trusses. 0- inadequately O o_ H p 4. Provide copies of this truss design to the building For 4 x 2 Orientation, locate designer, erection supervisor, property owner and plates 0- 'ad' from outside BOTTOM CHORDS all other interested parties, edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE joint and embed fully. Knots and wane at pint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from Plate location details available in MiTek 20120 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSVTPI 1. software or upon request NUMBERSILETTERS. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for ICC-ES Reports: use with fire retardant, preservative treated, or green lumber. The first dimension is the plate 10. Camber is a non-structural consideration and is the width measured perpendicular4x4 ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, sae, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and sae, and Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. in all respects, equal to or better than that specified. 13. Top chords must be sheathed or insurp provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber valuesgy 14. Bottom chords require lateral bracing at 10 spacing. BEARING established by others. oror less, rl no ceding is installed, unless otherwise noted. her 15. Connections not shown are the responsibility of others. Indicates location where bearings 16.Oo not cut or alter truss member or plate without prior supports) occur. Icons vary but 2012 MiTek® All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertical unless indicated otherwise. vertically Min size shown is for crushing only. 18. Use of green or treated lumber may pose unacceptableho s environmental, health or performance risks. Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. i and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. Is not sufficient. SCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSUTPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 RECORD COPY City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # 1-1- 06-10 # 1 7- 2 5 7 0 Project Location Address &34-:5 gzcr\- roN r ye. 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 A 5332.4 Sectional Clopay Building Products 94rr40-W4 FL15279.20 Roll U Automatic Other 2. Windows Single Hung MI Windows & Doors Series GA 185 Aluminum SH FL 17499.2 Horizontal Slider Casement Double Hun Fixed MI Windows & Doors Series GA 185 Alum Picture Fixed FL15349.1 Awnin Pass Through Projected Mullions MI Windows & Doors 5764 Verical Alum Mullion FL 15353.2 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding James Harding Bldg Products Hardie Panel FL13223.2 Soffits Aluminum Coils, Inc Coils / Soffits FL12194.1 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles IKO Industries, LTD Asphalt Shingles Cambridge FL7006.1 Underla ments Warrior Roofing 15 and #30 Roofing Felt FL2346.1 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shin les Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray.Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates En ineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signatu Applicant's Name 'Ynjc- Q or1L 5p J Please Print) June 2014 Florida Building Code Online Page 1 of 4 Profe&Monat Re,9Wafipn- OCIS Home I Lao In I User Registration ! Hot Topics I submit surcharge I scats R Facts ; Publications I FSC staff I SCls Site Map I Links I search I ROflda a/ usiv, Product Approval IUSER: Public user i aaAew Product Approval Menu > PfodY[t or ADDIiUtion search > Application List > Application Detall FL # F1.8871-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@rwbidgconsultants.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 Registere4 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. f`, Validation Checklist - Hardcopy Received Certificate of Independence FL8871 R7 COI (a) CERTIFICATE OF INDEPENDENCE. odf Referenced Standard and Year (of Standard) Standard Year ASTM D1929 1996 ASTM 02843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By 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 K 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.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.1 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.1.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 8871.2 b. "ClassicCraft" or "ClassicCraft 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door (X) - Rustic" Series Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 II (a) INST 8871.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.2 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.2.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 8871.3 c. "ClassicCraft" or "ClassicCraft 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door with Rustic" Series Sidelite (OX or XO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 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 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) 8871.4 d. "ClassicCraft" or "ClassicCraft 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door with Rustic" Series Sidelites (OXO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 11 (a) INST 8871.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.4 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.4.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of "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 8871.5 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.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.5 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.5,odf Created by Independent Third Party: Yes http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ,A,tDgty3Ij 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" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door with Series Sidelite (OX or XO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 II (a) INST 8871.6.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.6 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.6.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of "3" 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 If (a) INST 8871.7.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.7 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.7.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of "3" 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 If (a) INST 8871.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.8 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.8.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 8871.9 1. "FiberClassic", "SmoothStar", 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door with ClassicCraft" or "ClassicCraft Sidelites (OXXO) - Inswing or Outswing Rustic" Series Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 II (a) INST 8871.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.9 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.9.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of "3" 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 BOCk .— Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 phone, 8SO487.1824 The State of Florida is an AA/EEO employer. Coovrioht 2007-2011 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail If you have any questions, please contact 850.487.1395. `Pursuant to Section 4SS.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 dick here_ Product Approval Accepts: R~• http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDgty3Ij Wak2nHrp... 9/13/2017 Florida Building Code Online Page 4 of 4 Credt Card Safe http://w",v.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgty3Ij Wak2nHrp... 9/13/2017 K 5g E 9 THERMAITRU 0 THERMA TRU DOORS 1 1 B INDUSTRIAL DR., EDGERTON, OH 4351 7. SMOOTH STAR & FIBER CLASSIC FIBERGLASS SINGLE DOOR INSWING / OUTS WING GENERAL NOTES "IMPACT" I. This product has been evaluated and is in compliance with the 51h Edilion (2014) Rodddo Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as fisted and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" lhis 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'NVHT'requfrtng wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not require on impact resistant covering. This product meets missile level "D" and Includes Wind tone 4 as defined In ASIM E1996 and Section 1609.1.2.2 of the FBC. S. For 2x stud homing construction. anchoring of these units sholl be the some as that shown for 2x buck mosonry construction. 6. Site conditions that deviate from the details of Ihis drawing require further engineering analysis by a licensed engineer or registered architect. 7. Oulswing configurations using coastal sill item #4 under active doors meet water infiltration requirements for "HVHr. 8. Inswing configurations and ouirMng configurations using sill item NS under the door do not meet the water infiltrotion requirements for the "HVHP and shall be installed only In non-hobilable areas or of habitable locations protected by on overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE OF CONTENTS DESCRIPTION Typical devotions, design essures d general notes Door panel detols (bmoolh slor) R Door panel detols (Fiber classicHorizontaluosssections Vertical cross sections Buck and Irame - 2X buck mosonry comlruclion Frame anchoring - I X buck mosonry construction 8 Bill of Molerlals & Components 37.75' MAX. FRAME WIDTH 36,W MAX. I PANEL WIDTH m t7xm W 1 14 VVV 8 1, o ftd d da a • j,. '= OVERi1lL r DfSIGN_P'R SSURE'(P5f)'< DO. OR:TY-Mc SWING T-•' ' Z.T- FRi4A%IEt;6 POSfiIyE NIEGATIVE= s ^:' T'DIMENSION"• SMOOTH INSWING 37.75" x 98.00" 80.0 80.0 OUTSWING 37.75" x 96.50" 80.0 80.0 STAR FIBER INSWING 37.75" x 98.0D" 80.0 80.0 CLASSIC OUISWING 37.75" x 96.50' 80.0 80.0 See Sheet 8 for design pressure 6mflolbro. DINS clnc er: LFS FL-8871.5 ET _L or 8 L DETAIL A -A J FSmooth sta DOORIANE 0000000000000000000000000000000000000000000000000000000000000000000000000000000000 q0000000000000000000000000000000000 DETAIL A -A Panel reinforcement 7 28.86% OPEN AREA MAX. l INTERIOR 1 HORIZONTAL CROSS SECTION 2 I Illilll NOTE: WOOD DOOR COMPONENTS: PINE (SG >= 0.42) EXTERIOR N: i Obi m inn i/ go. P i o d v mnii 4 INTERIOR 2 VERTICAL CROSS SECTION 2 S 0 E 0 e N.T.S. 5 Elf'. DINS ° r: LFS 3 FL-8871.5 ° a n2 or 8 C L DETAIL A -A J eP ,,.—Ql —PAMEL d.,k DETAIL A -A Ponel reinforcement INTERIOR rl HORIZONTAL CROSS SECTION EXTERIOR INTERIOR n6l 2\ VERTICAL CROSS SECTION NOTE: WOOD DOOR COMPONENTS: PINE (SG >= 0.42) LL N.T.S. owl DWS or LFS RM Hmt FL-8871.5 Ey 3 or —11 1 2 S 5 C e. rri 11 n11s 0 R D z98 b E m 10 8 G q C W 19 INTERIOR OQ a `n 1 4 2 4 e gg8 3a 3 4 o i 18 EXTERIOR 40 r 60 A Nsn E E D EMB. (TYP.) D G o B 6 S S 5 S 3 HORIZONTAL CROSS SECTION B e 4 Shown w/1X sub bmk L L O.IS 0.15 C CSINK C SINK TYP.) (n P•1 • 8 9 9 8 o N ce• 0 10 10 e vin INTERIOR INTERIOR o e. L e x n a• IT x nN..Ze • U e 12 12 40 EXTERIOR EXTERIOR 40 14 05 22 08 Ia. L C 11 60 16 60 C sr, .. N.T.S. e/: DWS m' 1-I/4'MM. E EMB. (TYP.) 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 1-1/4*MIN. EMB, ITYP.) a«. s*. LFS 3 im m c W, c 4 %Ing shown - inswingalsoapproved 4 gg lsem - Ong FL-8871.5 u n MN INTERIOR EXTElkft P ooE foD a. 11 1 n. 0N. n E z $ o g i m 9p` oa L qp ' Y maaD 4 A C 10 60 E c 5C 34 40 40 60 10 60 10 EXTERIOR INTERIOR' EXTERIORINTERIORW 3 VERTICAL CROSS SECTION m 1VERTICALCROSSSECTION2VERTICALCROSSSECTION5Outswingconfiguration5 Ouhwing sh j Shown w/17(wb•buck see general notes. sheet I GI o d alsoapprovedfor'HvHZ water infiltrationi requirements a a u E EXTERIORINTERIOREXTERIORINTERIORqp INTERIOR EXTERIOR 0 N8 i 40 a o N 66060eoo rC 1 4 40 0 9 2 7 3 7 10 aa 60 rc e12^ n Yr N v • • • • v Z u ase 05 22 08 = 56YE: N.T.S. 0v ma sr: OWS m 4 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION 6 VERTICAL CROSS SECTION anc or. LFS 5 Insuring conrsgurot'ion 5 Inswing configuration 5 Oulswing configuration notes, 1 MOM ra.: a 0 see general notes, sheet 1 see general notes, sheet I see ggeeneral sheet foriIVFlZwaterinfdlralan F1-8871.5 °o farlsVHZwater infalrotion requirements for: 1VHZwaterinfiltrotlon requirements requirements ssW -L or 0 CX IN a;- oa cc to TYP. HEAD B, , m JAMBS ' TYP. HEAD B 6g ` 9 d c nMASONRYMASONRYJAMBSman OPENING OPENING\ 4 v° FRAME d 2 o 2X BUCK 2X BUCK $ cl OirYY U m BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB Masonry 2X buck contraction r 0 P N e 9O ado in CONCRETE ANCHOR NOTES: o o 1. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to mortar Joints. ° 2. Concrete anchor locations noted as MAX. ON CENTER' must be adjusted to 11 15 a maintain the min. edge distance to morlarpints, oddilionol concrete anchors L > > s may be required to ensure the MAX. ON CENTER" dimension are not exceeded. 12 16 e N Z 3. Concrete anchor table: ` 12 r p^ _ pnNC i 0 12 ^ i g 14 — 05 22 08 °z_ L 12 snu: N.T.S. 3 am tm. OWS o HINGE DETAIL LATCH i DEADBOLT DETAIL dWL A ° f L13 WOOD SCREW INSTALLATION NOTES: +° NO.; 1. Maintain a minimum 5/8" edge distance, 1' end distance, d 1"o.c. spacing of FL-8871.5 0 wood screws to prevent the splitting of wood. sssm OF8 p N ANCHOR :ANCHOR. MIN. GLEARANCE MIN. CLEARANCE IXPE, SIIE:,.`:. i0 MASONRY: : TO'A:DJACEM:'; EMBEDMENT EOGE •:: ANCHOR :. ITW o 1/4" 1.1/4" 2" 4" TAPCON ELCO a 1/4" 1.1/4" 1" 4" ULTRACON 4K A. .............. Q.- 4K d• z C. TYP. HEAD it's z0 JAMBS fill, z m MASONRY j g c 9 'C aw OPENING s 0 20 w cc 0. O L E Cz In J V d 17 T FRAME 17 L I X BUCK LITCH & DEADSOLT DETAIL Lu 9- A z0HINGE JAMB STRIKE JAMB 11 CONCRETE ANCHOR NOTES: FRAMEANCHORING G I. Concrete anchor bcofions of the cornets may be adjusted to maintain the n*L masom I X buck construction edge distance to mortar WhIs. MAX. 2. Concrete anchor locations noted as ON CENFER"must be adjusted to maintain the min. edge distance to mortar Joints• odclitlonal concrete anchors may be required to ensure the 7AAX. ON CENFEIr dtmenslon are not exceeded. 3. Concrete anchor table., E MIN. CLEARANCE BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A I X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C MAX. 1 /4" SHIM SPACE WOOD D 1 /4" X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE G 3/16' X 3.1/4" PFH ITW CONCRETE SCREW STEEL J I/4" X 3-3/4" PFH ITW CONCRETE SCREW STEEL L N 10 X 2-1 /7' PFH WOOD SCREW (I. 1S' MIN. EMBEDMENT) STEEL I INSWING ADJUSTABLE THRESHOLD IS300AJ ALUM./WOOD 2 INSWING THRESHOLD (IS300HP5) ALUM./COMP. 3 INSWING SELF ADJUST THERMAL BREAK THRESHOLD ISP30M ALUMJCOMP. 4 OUTSWING COASTAL THRESHOLD ALUM./WOOD 5 OUTSWING STANDARD THRESHOLD ALUM./WOOD 6 INSWING THRESHOLD ALUMJCOMP. 7 DOOR BOTTOM SWEEP VINYL 8 JAMB PINE SG >= 0.42 WOOD 9 JAMB (OAKI SG >= 0.42 WOOD 10 WEATHERSTRIP FOAM II HINGE STEEL 12 N 10 X We PFH SCREW STEEL 13 N9 X 3" PFH WOOD SCREW STEEL 14 LATCH STRIKE PLATE STEEL 15 SECURITY STRIKE PLATE STEEL 16 N8 X 24/2" PFH SCREW STEEL 17 N8 X 3/4" PFH SCREW STEEL 18 KWIKSET SERIES PASSAGE LOCK STEEL 19 KWIKSET SERIES DEAOBOLT 660 STEEL 40 SMOOTH STAR DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS 41 DOOR SKIN 0.072" THK. ISMOOTH STAR = 6,000 PSI MIN. FIBERGLASS 42 TOP RAIL SMOOTH STAR COMP. 43 LOCK STILE SMOOTH STAR WOOD/LVL 44 HINGE STILE SMOOTH STAR WOOD 45 BOTTOM RAIL SMOOTH STAR COMP. 46 PANEL REINFORCEMENT 0.023" THK. SMOOTH STAR STEEL 47 FOAM CORE POLYURETHANE 60 FIBER CLASSIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS 61 DOOR SKIN 0.137" THK. FIBER CLASSIC = 6,000 PSI MIN. FIBERGLASS 62 TOP RAIL FIBER CLASSIC COMP. 63 LOCK STILE FIBER CLASSIC WOODAVL 64 HINGE STILE FIBER CLASSIC WOOD 65 BOTTOM RAIL FIBER CLASSIC COMP. 66 PANEL REINFORCEMENT 0.023" THK. FIBER CLASSIC STEEL 67 1 FOAM CORE POLYURETHANE 456' O Q HEAD llSIDE lamb ITHRES lD trowkg adluslableSJ3Tr J R H0W 4uw4g selladNsl 5.75" 0 5 IHRESHOLD Oubw4g standard L 5" IF THRESHOLD truvkg adpnlaw 4sr L 4 THRESH LD Oulswing coastal5.8Y r 6 TH ES OLD Inswlrg MAX. DESIGN PRESSURE _ +/- 50 PSF 43 ggNO t' o OV msnit: N. T.S. owo.Im Dws a sm LFS FL-8871. 5 a -!-or 8 Florida Building Code Online Page 1 of 3 1rE scis Home I Log In I User Registration Hot Topics Submit Surcharge Stats 6 Facts `• Publications FSC Staff SCIS site Map Links Search dINpr USER: Product Approval Public User Product Approval Menu > Product or Aop6cation Search > AophoLia i > Application Detail FL # FL15332-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived 13 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 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 G 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 WIdk... 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 12/1S/2015 Date Revised 08/11/2017 summary of Products FL !t I Model, Number or Name 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 FLIS332 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 FLIS332 R3 AE 510807C.odf PRESSURE RATINGS Created by Independent Third Party: Yes 1S332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"x8O" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-00498D.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 FLIS332 R3 AE 510805C.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.3 SERIES 420 ALUMINUM SGO SERIES 420 ALUMINUM SGD REINFORCED OXO REINFORCED 145-3/4"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R3 II 08-02248B.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 FLIS332 R3 AE S12968B.odf 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 512969B.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96" REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R3 If 08-022508.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 FL1S332 R3 AE S12970B.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.6 SERIES 420 REINFORCED ALUMINUM SGD SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R3 11 08-004990.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 FLIS332 R3 AE 510806C.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.7 I ASERIES 420ILUMINUM SGD REINFORCED I SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Installation Instructions FL15332 R3 I1 08-OOSO1D.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports http://,Arww. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQvADgtH85 72gvd WIdk... 9/7/2017 Florida Building Code Online Page 3 of 3 Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510808C.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143"x8O" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVH2: No FLIS332 R3 I1 08-OOS02D.odf Approved for use outside HVH2: 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.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX ALUMINUM SGD 143"x96" Limits of Use Installation Instructions l Approved for use in HVH2: No FL15332 R3 11 08-00503D.odf Approved for use outside HVH2: 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 Neut Contact Us :: 2601 Blau Smn! Read- Tallahassee FI 32399 Phone: 11SO.4E7-1824 The State of Florida Is an AA/EEO employer Copyright 2007.2012 State of Florida.:: Prtvacv Statement :: ACMSlhllity Statement :: Refund Statement Under Florida taw, email addresses are public records. It you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional malt. If you have any questions, please contact 850.487.139S. `Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address H they have one. The emai6 provided may be used for official Communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Departrnent with an 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: cilia Credh Card Safe http://www.floridabuilding.org/car/pr_app_dti.aspx?param=wGEVXQwtDgtH8572gvd WIdk... 9/7/2017 NOTES- 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3 IX 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 6063-75. 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 REOUIRED 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 EOUAL 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 8E 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 6063-75 1/8' THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO• XX, XP, PX, XIP, PIX 1 TABLE OF CONTENTS 1 ISHEET NO.1 DESCRIPTION 1 1 NOTES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS REVISIONS DESCRO-MM WE I APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 RL. REVISED INSTALLATION DETAILS 08/03/15 R.L. SIGNED: 10/23/201S MI WIWS D LLC S IR 11 L 0 PDOOYRYOOOLAKESIDFLOWER MOUND, TX 75028.,•\GENS 9d+% 0 5 k= SERIES420SGDREINFORCEDWITHOUTADAPTER96" x 96" NOTES; STATE OF ORIDP' DRAWN. DwC ND. REv 08- 0022249 B iiS ONA I?`\ seA1FMENTS10/30/13 1 OF 10 6" MAX 96" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART R3 FOR NUMBER OF LOCATIONS REOUIRED r 17" MAX - r O.C. -I 6" MAX 17" MAX O.C. 16" LAX AME ICHT 6" MAX 6" MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t35.OPSF NONE SEE CHARTS #1 AND 82 FOR OTHER UNITS RATINGS RUISIDNS DESCRFWM DATE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 1 RL CHART Rt WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. SEE NOTE 9 SHEET I Design pressure chat (p4 Frame Single Panel and Total Frame Width (m) might In) 30.0 60.00 36.0 72.00 42.0 d4.00 48.0 96.00 Pot Neg Pot Neg Pos Neg Pot Neg 81.0 40.0 58.4 40.0 50.9 40.0 45.7 40.0 42 0 88.0 40.0 55.2 40 0 48.0 40.0 43 0 39.4 39.4 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 43.1 384 1 38.4 1 35.0 35 0 CHART I2 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIREO. SEE NOTE 9 SHEET I Design pressure chart (p4 Frame Single Panel and Total Frame Width (in) Height In) 30.0 60.00 36.0 72.00 42.0 84.00 48.0 96.00 Poa I Neg Pot Neg Pot Meg Pot Neg 58.4 58.4 50.9 45.7 45.7 42.0 42.0 48.0 43.0 430 39.4 39.4M61052.4 524 454 45.d4 40.6 40.6 37.1 37.1 49.8 498 43.1 30.4 38.4 350 35.0 CHART R3 Number of anchor locations required Frame Single Panel and Total Frame Width (e1) Height in) 30.0 60.0 36.0 72.0 42.0 84.0 48.0 96.0 HAS Jamb H6S Jamb H6S Jamb HdS Jamb 84.0 4 6 5 6 6 6 6 6 88.0 4 6 5 6 6 6 6 6 92.0 1 5 6 6 6 6 6 96.0 1 4 6 5 6 6 6 6 6 MI WINDOWS AND DOORS LLC 190D LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD REINFORCED WITHOUT ADAPTE 96" x 96" ELEVATION DRANK PVC NO. V.L. 08-02249 SCALE NTS IDATE 10/30/13 1 t"ET2 OF 10 SIGNED: 1012312015 04f7i/,. R 74.TATPOF ; wzz REV ii0.iP ;AtOR%IDV G B c b FR HE 96" MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD do JAMBS SEE CHART k4 FOR NUMBER OF LOCATIONS REQUIRED 6" MAX r-r 1 Y MAX O.C. 6' MAX 6" MAX 17" MAX O.C. 6" 1—. 4X 1ME GHT 6" MAX 2) ANCHORS PER LOCATION SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT SILL EXTERIOR VIEW SEE CHART A4 FOR NUMBER OF LOCATIONS DESIGN PRESSURE RATING IMPACT RATING REOUIRED i35.OPSF NONE SEE CHARTS / 1 AND 02 SHEET 2 FOR OTHER UNITS RATINGS REVISIONS ' RN DESCRIP"ON DATE APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L. ' CHART M Number of anchor locations required Single Panel and Total Unil V0th (in) Frame 1-108M in) 30.0 60.0 36.0 72.0 42.0 04.0 46.0 96.0 H6S IJamb HdS Jamb HdS Jamb HdS Jamb 04.0 4 6 5 6 6 6 6 6 66.0 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 6 6 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND. TX 75028 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" FIN ELEVATION V.L. 1 08-02249 5CAU NTS IDATE 10/30/13 SHEE13 OF 10 SIGNED: 1012312015 0?1/ i OENSF'4P.5_ A • FDA 6EOF O. i il`• F OR10T; • \\ ONA i 10a6\\ 1/2- MIN. EDGE DISTANCE REVISIDNS REV DESCRIPM/N DATE I APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R L. 1 3/8- MIN. WOOD FRAMING EMBEQMENT OR 2X BUCK BY OTHERS 1/4• MAX. SHIM Jf 10 WOOD SPACE 1 3/8- MIN. 1/4' MAX. SCREW EMBEDMENT I SHIM SPACE 1/2" MIN. EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE MTN ASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. ENT AIN. LVUL uiz LANCE 10 1 S, WOOD FRAMING OR 2X BUCK BY OTHERS JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 1012312015 MI WIND1900CWS DOORS LLC 511R 11L p// iLAKESIDEPARKWAY FLOWER MOUND, TX 75028 i•VGENS 0 6 T= SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" FRAME INSTALLATION DETAILS D • $TAT OF ' iiOFiP ;CIORLOl; DRAWN. owc No. REv DB 02249 B S/ONA 11 a stALE DATENTS 10/30/13 4 OF 10 METAL STRUCTURE BY OTHERS 3/4" MIN. I EDGE DISTANCE 1/4" MAX. r SHIM SPACE 10 SMS OR SELF DRILLING SCREW EXTERIOR II II II II INTERIOR REVISIONS DEwRFmN WTE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 1 R.L. 1/4" MAX. i HIM SPACE INTERIOR 3/4" MIN. EDGE DISTANCEANCE fFill k:= 11 SILL TO BE SET IN ILI fl 10 SMS ORABEDSELFDRILLING APPROVEEDD SEALANT SCREWS 10 SMS OR METAL - SELF DRILLING STRUCTURE SCREW BY OTHERS EXTERIOR METAL STRUCTURE BY OTHERS 3/4" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 1012312015 MI WINDOWS LLC 1111000LAKESIDEPARKWDOORAY FLOWER MOUND, TX 75028 J\e,1R GENSF,IP NOTES. SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0 6 1= I INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 96" x 96"}` FRAME INSTALLATION DETAILS O $ 70 , TAT OF2. PERIMETER AND JOINT SEALANT BY DESIGNED INACCORDANCEWITHASTME21 2STOBE owG dV.L. DRAW 08-02249 sml NTS — 10 30/13 sNEE15 OF 10 2 1/ MIN. EDGE DISTANCE n • 1 1/4- MIN. n. EMBEDMENT CONCRETE/ MASONRY 1/4 MAX' BY OTHERS SHIM SPACE OPTIONAL 1 1X BUCK I TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16- TAPCON 3/16- TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR II II II II INTERIOR SILL TO BE SET IN A BED APPROV DF SEALANT T T q 1 1/4- MIN. ate' EMBEDMENT I _ 2 1/2- MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION RMSDUS DmRrmu DATE AVPRpJEp ADDED FLANGE AND FIN INSTALLATION 12/W/13 R.L. REVISED INSTALLATION DETAILS OB/03/15 R.L. 1 1/4- MIN. EMBEDMENT 1/4- MAX. o21/2- SHIM SPACEIMIN. EDGE DISTANCE o 3/16- TAPCON CONCRETE/MASONRY BY OTHERS o • D OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 L01 X INTERIOR 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 SIGNED: 1012312015 MI WI WS D IltloOOOLAKESDPARKWAYLLCJ\5' 9FLOWERMOUND, TX 75028 GENS 0,.8126 t' #= SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 9 FRAME INSTALLATION DETAILS pO,• TATOF i•' ktOR10P••i' ii sS,pNA ORAwa owc No. aLv 08 02E249 B 110 G\``\ scut are NTS10/30/13 6 OF 10 1/2" MIN r EDCE DISTANCE WOOD FRAMING I 1 3/8" MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1/4' MAX. SHIM SPACE 10 WOOD SCREWS EXTERIOR WJ U—JJ INTERIOR f0 BE SET IN OF NED SEALANT fJ10 WOOD SCREW WOOD FRAMING OR 2X BUCH BY OTHERS MIN. RENT r.uur VI INIV r VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES. I INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 REVISIONS DESCRIPTDN DATE AP W40 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 1/2MIN. Y3 EDGEDISTANCE015C OD JI A llll-LjK==Mlll EWSEXTERIOR WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK WOOL) FRAMING OR 2X BUCK INSTALLATION BY OTHERS SIGNED: 1012312015 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY 0% II1I//// 5 R• L p/ij 9s i vFLOWERMOUND, TX 75028 GENg SERIES 420 SGD REINFORCED WITHOUT ADAPTER D 6 *= 4.T4AT 96" x 96" FLANGE INSTALLATION DETAILS 0 Of , O er• DRAWN. OWC NO. REV V. L. 08-02249 B i`r3 •=o a; SCALE a1[ sNEET NTS1030137 OF 10 Alk 3/4' MIN. EDGEr DISTANCE METAL STRUCTURE BY OTHERS EXTERIOR 1/4" MAX SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR LTOBESET IN BED OF PROVED SEALANT 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 3/ 4' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES I INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 3/ 4" MII EDGE DISTA L 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS tIA' uAV REVISIONS REV OESCRW1gN D-TE I APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. 0 REVISED INSTALLATION DETAILS 08/03/15 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" FLANGE INSTALLATION DETAILS DRAWN' Dwc ND REV V. L. 08-02249 B OW — Nis D"E 10/30/13 SNE-8 OF 10 SIGNED: 1012312015 2 1/2' MIN. EDGE DISTANCE 1 1/4' MIN. EMBEDMENT CONCRETE/ MASONRY 1/4" MAX. BY OTHERS SHIM SPACE OPTIONAL iw1XBUCK 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 RLvrsmNs • DcscRvnO" DATE APPROVED ADDED FLANGE AND RN INSTALLATION 12/10/13 R.I. REVISED INSTALLATION DEVILS 1 08/03/15 1 R.L. 1 1/4" MIN. EMBEDMENT r1/ 4" MAX. SHIM SPACE 2 1/2' ° INTERIOR MIN. ` EDGE DISTANCE a i 3/16' TAPCON CONCRETE/MASONRY BY OTHERS 1 ! D EXTERIOR 3/16' TAPCON JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETLJAIASONRYINSTALLATION MASONRY/ TO BE PROPERLY CONCRETE SECURED BY OTHERS SEE NOTE 3 SHEET 1 NOTES: T 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, 4 1 1 /4' MIN. NOT SHOWN FOR CLARITY. n • EMBEDMENT 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE n • DESIGNED IN ACCORDANCE WITH ASTM E21 T2 2 1/2' MIN. SIGNED: 1012312015 VERTICAL CROSS SECTION EDGE DISTANCE MI WINDOWS AND DOORS LLC ullttrrr, CONCRETEANASONRYINSTALLATM 1900 LAKESIDE PARKWAY J 5 R' LO,i FLOWER MOUND, TX 75028 GEIVSF.9p: SERIES 420 SGD REINFORCED WITHOUT ADAPTER o 6 *= 96" x 96" FLANGE INSTALLATION DETAILS gip' STATE OF DRAWN OWC No REV O•• t." ORLO 08-50 49 B j sS pNA11El G sruE DATENTS 10 30/11 9 OF 10 WOOD FRAMING BY OTHERS 1 1/4" MIN. EMBEDMENT APPROVED SEALANT BEHIND FIN 08 WOOD SCREW 1/4" MAX SHIM SPACE 7/16" MIN EDGE DISTANCE JAMS INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION APPROVED SEALANT BEHIND FIN 8 WOOD SCREW 7/16" MIN 0. EDGE DISTANCE IUf EXTERIOR 1 1 /4" MIN EMBEDMENT WOOD FRAMING BY OTHERS 1/4" MAX. SHIM SPACE 1 INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4.9. REVISIONS ' REV DESCRIPDDN DATE APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R L. 1 5/8" MIN. IEDGEDIST TRIM 1 1/4" MIN INTERIOR EMBEDMENT MASONRY/CONCRETE BY OTHERS 1X BUCK BY OTHERS. HOOK STRIP 1X BUCK TO BE PROPERLY SECURED i 0 3 TAPCONPCO EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRYICONCRETE 1/2" MIN EDGE DISTANCE METAL STRUCTURE rBYOTHERS EDGEE 3D MIN. DISTANCE TRIM 1 3/8" MIN. EMBEDMENT INTERIOR HOOK STRIP HOOK STRIP J 1 O WOOD S 10 SELF DRILLING SCREW a SCREW PANEL EXTERIOR PANEL INTERLOCK EXTERIOR INTERLOCK HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION 2X BUCK/W00D FRAMING METAL STRUCTURE SIGNED: 1012312015 MI WINDOWS AND DOORS LLC \0XII111III/// 1900 LAKESIDE PARKWAY \\\S R • LO FLOWER MOUND. TX 75028 \;•\GEfVs NOTES: SERIES 420 SGD REINFORCED WITHOUT ADAPTER _ *• D 5 yt= 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, ='O NOT SHOWN FOR CLARITY NAILFIN do HOOK INSTALLATION DETAILS ;yo • TAT OF ty 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAWN pYp NO. REV i'• • 1000; • \ DESIGNED / NACCORDANCE WITH ASTME2112 sV.uL. DATE 08 02249 B ,,,jFSS;ONA„,, NTS 10/ 30 13 10 OF 10 INTERIOR TRIM Florida Building Code Online Page 1 of 6 ii c Regulation SCIS Home Log In I User Registration ! Hot Topics i Submit Surcharge Stan 6 facts i Publications ( FBC Stall ; scis site Map Links Search Florida 400 ProductApproval USER: Public User Product Aooroval Menu > Product or AoohuHon Search > Application US[ > 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 171 Product Manufacturer Clopay Building Products Company Address/ Phone/Email 8S85 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 G 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 Eauiv 20150319 - FBC - DASMA 108 eauiv.odf FL15279 R4 Eauiv 20150319 - FBC - DASMA 115 eauiv.odf Product Approval Method Method 1 Option A http:// www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 QR... 9/7/2017 Florida Building Code Online Page 2 of 6 Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Go to Page 0 Q 03/19/2015 06/12/2015 06/21/2015 08/10/2017 FL # Model, Number or Name 15279.1 001 W3-09 DSIE-1A171: 2050, 2051, 2053, 4050, 4051, 4053, 62, 64, 65, 62G, 62LG, 64G, SOP38, 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). 15279.2 002 W3-09 DSIE-1A471: GD1SP, GR1SP, GD1LP, GR1LP, AR1SP, AR1LP, ED1SP, ED1LP, 4132, 2132, 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). 42 d Page 1/ 8 a a 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 FLIS279 R4 C CAC Letter with proof of contract and oroof of inspection.odf FL15279 R4 C CAC W3 Ustino Intertek.adf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 101655-Revl2.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE® W3 Garage Door Certification Agency Certificate FLIS279 R4 C CAC Letter with proof of contract and proof of inspection.odf FL15279 R4 C CAC W3 Listino Intertek.adf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R4 lI 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, HOPF13, 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, 40SO, 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 ofinspection.pdf FL15279 R4 C CAC W3 Listino Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R4 lI 104175-Rev0l.pdf 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) WINDCODEp W3 Garage Door Certification Agency Certificate FLIS279 R4 C CAC Letter with proof of contract and proof of inspection.odf FL15279 R4 C CAC W3 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 11 101820-Revl3.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZI QR... 9/7/2017 Florida Building Code Online Page 3 of 6 Created by InportsIdependentdent Third Party: 15279.5 005 W3-16 DSIE-1A471: GD1SP, Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated GR1SP, GD1LP, GR1LP, AR1SP, EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) AR1LP, ED1SP, EDiLP, 4132, 2132, Double -Car (9'2" up to 16'0" wide) WIN DCODES W3 Garage 6132, SFC38, MFC38 I Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of mspection.odf FL15279 R4 C CAC W3 Listino Intertek.pdf Quality Assurance Contract Expiration Date O5/21/2028 Installation Instructions FLIS279 R4 II 104028-RevOl.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.6 006 W3-16 DSIU-1A171: 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) WINDCODE® W3 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 FLIS279 R4 C CAC W3 Listino Intertek.odf Design Pressure: +20 PSF/-21 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for 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 windbome 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, 75, 190, 84A, 94, 42, 48, 55, 42B, 48B, SSS, 4RST, 6RST, 4RSF, 6RSF Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) WINDCODE® W3 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.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R4 C CAC W3 Listing Intertek.odf Design Pressure: +20 PSF/-21 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product OS/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 101308-Revl2:pdf windborne debris regions. The product without glazing DOES Verified By: *Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windbome Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.8 008 W4-09 DSIE-1F171:4300, 4301, 4310, 4400, 4401, HOG, HDGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and oroof of inspection.pdf FLIS279 R4 C GAG W4 Listing Intertek.odf Quality Assurance Contract Expiration Date OS/21/2028 Installation Instructions FL15279 R4 II 101652-B-Revll.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.9 009 W4-09 DSIE-1F471: GD2SP, Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS GR2SP, GD2LP, GR2LP, AR2SP, (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single- AR2LP, ED2SP, ED2LP, 4302, Car (up to 9'0" wide) WINDCODE9 W4 Garage Door HDGC, 6202, SFC68, MFC68 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLI5279 R4 C CAC Letter with proof of contract and proof Approved for use outside HVHZ: Yes of inspection.pdf Impact Resistant: No FLIS279 R4 C CAC W4 Listing Intertek,odf Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 QR... 9/7/2017 Florida Building Code Online Page 4 of 6 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. 05/21/2028 Installation Instructions FUS279 R4 II 103969-B-Rev02.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.10 010 W4-09 OSIU-11`171: 9200, 9201, 9203, HDP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, 8201, 8203 Double -skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODES 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.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R4 C CAC W4 Listing Intertek.odf Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R4 II 104183-Rev0l.pdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.11 011 W4-09 DSIUO-1K479: Canyon Double Skin Insulated PUR (exterior skin 27 ga. min.; Ridge/Brookstone interior skin 27ga. min.) with Overlay Single -Car (up to 9'0" wide) WINDCODE® W4 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R4 C CAC Letter with proof of contract and proof of inspection.odf FLIS279 R4 C CAC W4 Listino Intertek.odf Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product O5/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FLIS279 R4 II 104456-RevOl.0df windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.12 012 W4-09 PAN-2F151: 73, 1500, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 7S, 190, 84A, 94, 76, 42, 48, 55, WINDCODEO W4 Garage Door 42B, 488, SSS, 4RST, 6RST, 4RSF, 6RSF, 2RST, GOSS, GDSSV, GRSS, GRSSV, ARSS, ARSSV, EDSS, EDSSV Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R4' C CAC Letter with proof of contract and proof of insoecthon.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL15279 R4 C CAC W4 Listino Intertek.odf Design Pressure: +25 PSF/-32 PSF Quality Assurance Contract Expiration Date Other: The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for windborne debris regions. FLIS279 R4 II 300159-B-Revl6.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/Arbstry/Expressions: Steel Pan (min. 24 ga.) Single- G4L, GL4, GD4S, GD4L, GR4S, Car (up to 9'0" wide) WINDCODEp W4 Garage Door GR4L, G4SV, GS4V, G4LV, GL4V, G04SV, GD4LV, GR4SV, GR4LV, E4S, E4L, ED4S, ED4L, E4SV, E4LV, E04SV, ED4LV, SS4, SL4, AMS, 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 insoection.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL15279 R4 C CAC W4 Listing Intertek.12df Design Pressure: +25 PSF/-32 PSF Quality Assurance Contract Expiration Date Other, The standard glazing available for this product OS/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R4 If 103486-B-RevOS.Ddf 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.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv"yVVKJZ 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-IF171:4300, 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/-2S.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. 15279.16 016 W4-16 DSIE-1F471: GD2SP, GR2SP, GD2LP, GR2LP, AR2SP, AR2LP, ED2SP, ED2LP, 4302, HDGC, 6202, SFC68, MFC68 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.5 PSF/-25.5 PSF Other, The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. 15279.17 017 W4-16 DSlEO-1F479: Coachman/Settlers/Affinity Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-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-1F171: 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.S 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 Steel Pan (min. 24 ga.) with Overlay Single -Car (up to 9'0"wide) WINDCODEO W4 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of insoection.odf FLIS279 R4 C CAC W4 Listino Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R4 II 103549-RevO6.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FL15279 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 FLIS279 R4 II 101481-8-Revl3.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS exterior skin 27 ga. min.; interior skin 27 ga. min.) Double - Car (9'2" up to 16'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FLIS279 R4 C CAC Letter with proof of contract and proof of insoection.odf FL15279 R4 C CAC W4 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R4 II 104029-B-RevO3.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double Skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27ga. min.) with Overlay Double -Car (up to 16'0" wide) WINDCODEO W4 Garage Door Certification Agency Certificate FLIS279 R4 C CAC Letter with proof of contract and proof of inspection.odf FLIS279 R4 C CAC W4 Listino Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R4 II 103046-RevO7.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double -skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODEO W4 Garage Door Certification Agency Certificate Fi :5279 R4 C CAC Letter with proof of contract and proof of insoection.odf FL15279 R4 C CAC W4 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R4 II 104169-RevOLodf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgv"yVVKJZ 1 QR... 9/7/2017 Florida Building Code Online Page 6 of 6 0 comply with the impact resistant requirement for windborne Evaluation Reports debris regions (ref 1609.1.4 FBC). Created by Independent Third Party: 15279.19 019 W4-16 DSIUO-11<479: Canyon Double Skin Insulated PUR (exterior skin 27 ga. min.; Ridge/Brookstone 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 FLIS279 R4 C CAC Letter with proof of contract and proof 4f inspection.DdfApprovedforuseoutsideHVH2: Yes Impact Resistant: N/A FLIS279 R4 C CAC W4 Listino Intertek.odf 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 windborne debris regions. The product without glazing DOES FL15279 R4 II 104457-Rev02.odf Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.20 020 W4-16 PAN-2F153: 73, 1500, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) 75, 190, 84A, 94, 42, 48, 55, WINDCODE(& W4 Garage Door 411ST, 6RST, 4RSF, 6RSF, GDSS, GD5SV, GR5S, GR5SV, ARSS, AR5SV, EDSS, EOSSV Limits of Use Certification Agency Certificate Approved for use in HVH2: No FL15279 R4 C CAC Letter with proof of contract and proof of inspection.DdfApprovedforuseoutsideHVH2: Yes Impact Resistant: No FL15279 R4 C CAC W4 Listing Intertek.Ddf 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 FLIS279 R4 II 101711-B-RevlS.odf 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 O a Back Neat 0 Page l / 81& m Contact Us :: 2601 Blair Stone Road. Tallahassee fL 32399 Phone: 850-487-1824 The State of Florida is an AiVEEO employer Coovrioht 2007-2013 State of Florida.:: PriyaN Statement .: ACcessibility Statement :: Refund Statement Under Florida taw, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The 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 4SS, F.S., please dick here . Product Approval Accepts: r.. 6 r Credit-Catd Safe http://wvwv.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 QR... 9/7/2017 y l m m RaI Wr si t1 arar•a.: AaamMc aNn RWm aac M uDt SHEET I OF 2 OPTIONAL GLAZING MAY BE STANDARD OR IMPACT RESISTANT GLAZING. SEE SECTION B-B FOR DUAL3, MAX STANDARD SRE 6 42-1/2•0e•. IMPACT RESISTANT GLAZING 6 21-s/e•.1r1/e•. m OPN'OMM Ud0 • arnaw OMNI Now tax Famm IM\ mcm AmN - le-w VLAIW ANON ANSE pin DWK VOINI<WRW illaxDemm Imm AI®vMNp a om AlAOOYm. 144M Mw r. Rf SHIP TAP JOINTS. Sam If DENSITY POLYSTYRENE FOAM INSULATION 1-5/1e• THICK WITH VINYL MWRCELL N r BACKER (INSULATED MODELS OHM 25 GA YIN. GALV. STEEL SKIN WITH A BNMED-ON PAVER. 4 e. '• AND A BAKED -ON POLYESTER 900L Av t• TOP COAT APPLIED TO BOTH SIDES OF STEEL SIGN. SEE SHEET TWO FOR IMPACT RESISTANT CONSTRUCTION DETAIL -A' AND STANDARD CONSTRUCT DETAIL -B-; TRACK AND JAMB DETAILS. YAM WESIO6mo. P EJ fie. AMA aY m aU® w DOA L&A 10 to ULNA= we M® MCA OA mmm W al f om same am[ on WW AnOAAAaft YAM A= Pmm A iMAI 4 m Wa NWAIe aomoAe M M mmYA4OALWNN\t r o ROAN aaws Me me >D NM AMOUR OR Ae q LOOM a A®OUm dal w , nr6aft-- 8"m iaAs A. auA m uvY IA AS A N m 4 aA C a\aA AmNmn 7 O Clopay MPC: PAN97Iwm1/3/97 eyes DIME BLVD. ng Products MAwN, off +so4o °'"' eT JAc on (su) no-4eoo Wpq OeAw.MNA N IOyib Rwwn4. MWW SECTION AA (SIDE VIEWI r TALL U-BAR 20 GA GALV. STEEL MIN. YEILD SIRENGM: 50 K51 2• 110QN - l s r 1-7/B• T 12 GA. GALV. STEEL TOP ROUFR BRACKET. EACH BRACKET ATTACHED WJ(4) 14.5 e• SNEEf MEDAL 14 GA GALV. ROLLER HINGE. EACH HINGE FASTENED TO END STILES WITH (4) /144/e• SHEET METAL SCREWS AND (4) 1/4•.3/4• SELF TAPPING SCREWS. SEE VIEW V. r TALL 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. MEACHU-BATTACHED PWITH ER (lE1/4'.3/4* SELF TAPPING SCREWS LOCATIONATTACHEGk DWITHSTEELj144.5/Me• E 14TAL SCREWS. ALUMINUM EXIRUSK) H A VINYL WEATHEASIRIP. DESIGN LOADS: + 24.0 PSF ! -24.5 PSF TEST LOADS: + 3&0 PSF ! -37.0 PSF 5cm 3 v903ARoM;6-1 VAX M M sma W 4 I6'O'W . I6'0'H aEstlt tm. CLASSIC AND CH RP STEEL PAN DOUBLE -CAR. 16'W +24/-24.5 PSF B NNNI a 101711 BC TARA/a "AM t A O M Mt cural Grit HMM mlTMOAQmww m anon @ e v o-eAn 1/e'J uD Ixtttal oN !1 mW"melon 1-1 OO. tODlml LLOM. IAD faan Ita Q w,NloeRw OlR xvl Iml 1 TD F= A nA4" ILRMLO IiAMf. tKI®lD aVtle 00 Tel lx{x9D IYOI J ROK Allpa eRLe ON D' mntxD laaeD A rt OOnOMl4 ILSIM eIIM RLLK 1111C)O6 A am T(0-0 "O. aN IY am0flM oo= rs " O W& OR Y mROO (0-eD RODO. 1' DLL 09m0 I®IM teM 1urO0n NCHM W1 t C&AR M W Qe 101 RID != m wm A MOON I mwm Rermt. N7QOIDL IMm mD . 1NV1901 LOW ammu a- 0M m WA TOO -let. A WOM OEM WT 00101m 10 A'NIPI ATOO ME ROIOmO mwau Me Cana Rtn rtttrrts s r,na rw NaLm of mOA @OO1WO (1m am Le MLOF 11a M0 % m M IOl OMF. elm 00 / lsoaaw1Tmer1oLenl- MT[ SHEET 2 OF 2 1 , RL r _ Km am R/S"1-84' YO 7t7p -\l o OA )D4 Y.NIR QOI rD Rbl Ne0a1. 714 1 lr IPA !Q ` a1Ol IMPACT RESISTANT ASSEMBLY DETAILS raw slm Daa FAeIDo m a. tee• OMEN lam. LAM mm DRAWING 10171 1-A Ma a e V. elmWt1p RDOmiSIMm Oe tON NAM SECTION R-R (IMPACT -RESISTANT GLAZING OPTIONI tea tNI w tej.owAirAie, e tDu elgf etOl elm oLa tRa Rm a Anal aR lIR.I s> Oft MWAN re— elu mmm am a Del MO yl emit. DmteOl rRRO AO ILarq. IROIt /IO R t M Om0, Or I FE ORlee flRlOM F OOmKe OWL S MMOM0AAO1MMNOWVRO701eLVM0RIAAMOMOnAieNMOOe1xQMORmllRLIAOGOOD101MIOtOeL61DaMtwsn RAaR raLAO OOemt Rm am AO ma aft -Am Umw rtamDtOM Iawa FAemo W FIeFr e1N le w • ale m lex0 row Ia4Ra4mfluff STANDARD ASSEMBLY DETALS DRAWING 101711-8 MW ME W N IA1. 0WW OR OUIMI ReFML NOR DW rmw ntum 0 kwmv tAw mlpwr-I rala La YA.—S UK= Ran Urt KI M eya• rwt IrAD sam.. 0 110Ut W 0>a A 1 A1uet WO AVIIARL O IOWL /L11r11C 6 F1ASKUlf am a LImO M Gam OODII ATSDWY 06ULLED N C0IFNDOI toot ns >amR mm M um Imo 1®Ammee Oe M r1Olm, RX" OW OR KFOINA10K OOOI M l.O 'm DOM IaaNleIO. OW1D te MfjR41IO) CL1; A— mAm VU70FMA P.L. q$ BESONFIrlam ImtORT ON salt OWL RM TRACK CONFa W7RON ABOVE THE DOOR OPD04 D06 NOT AIFTW THE MIND LOAD WTW OF M 000% / D( monowx T Ns/ eal (iasAef) r IALL DOM Ale tRMR to a. DtLv. tlm ruD Rnaar. UIR TOP BRACKET fAOt MOap A,r mm DOUBLE HORMONTAL 1 . t-01/Y na m eomra. TRACK OW HEADROOM r a1F. cm100E l IRE via U23NOW am' P. 2-1/r,t1 CA aLV. /Im ma RMOI. 4) 1RAN Re00D M We. If OIODK.AveDdL WON ( Na V VAL Clopay M PAN-2F153 DADTE' 1/3/97 Iding Products w°3°'iwNOIEin O1A"IF34 JAC n an ( S)3) 770-4t100 fin® 0-M e.L.00- AN No Rw.wL MWW OVAL 15279 mL 1 II N Mxr OMM R aft rWL NO EOM wmw gvzm rle/Om comw PLIM FOR man = a F am. DESIGN LOADS: 424.0 PSF 0: -24.5 PSF TEST LAMS: + 3&0 PSF a -37.0 PSF VDOLMO RATDO RAC. 1 SIID W 4 18'0'w x 18'O'H E"DwTID' CLASSIC AND CH RP STEEL PAN DOUBLE -CAR, 18'W +24/-24.5 PSF B RutFoa wale 101711 ivm BC Florida Building Code Online Page 1 of 3 MINi00f SCIS Home I lap In I User Registration Hot Topics ( Submit Surcharge Stats 6 Facts j Publications FBC Staff k SCIS Site Map Unks search Product Approval USER: Public Userdbpr Prooutt Aoorovai Menu > ProAutt or Aoobcation Search > Application List > Application Detail 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 0 Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Unch, PE Z 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 07/19/2016 Date Validated 08/05/2016 Date Pending FBC Approval Date Approved 08/05/2016 Year 2008 2008 http://www.floridabuilding.org/prlpr_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 5202 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 2).odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes FL17499 Ri C CAC MI Windows - 185 SH (Fin) Imoact 3).odfDesignPressure: +55/-55 Other: R-PG55, Missile Level D, Wind Zone 3. Glass to be FL17499 R1 C GAG MI Windows - 185 SH (Flange) Imoact 2).odfbeddedinPecora896sealant. FL17499 R1 C CAC MI Windows - 18S SH (Flange) Impact 5).odf Quality Assurance Contract Expiration Date 10/10/2018 Installation Instructions FL17499 R1 11 08-02544A.odf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513320A.odf 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).pdfApprovedforuseoutsideHVHZ: Yes FL17499 R1 C CAC MI Windows - 185 SH (Fin) (10).odfImpactResistant: No FL17499 R1 C GAG MI Windows - 185 SH (Fin) (9).odfDesignPressure: +60/-60 FL17499 R1 C CAC MI Windows - 185 SH (Flange) (9).odfOther: R-PGS5 Quality Assurance Contract Expiration Date 10/09/2018 Installation Instructions FL17499 RI 11 08-02546A.odf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513322A.odf 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) Imoact 4).odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes FL17499 R1 C CAC MI Windows - 185 SH (Fin) Impact (5) Done.odfDesignPressure: +55/-SS Other: R-PGS51, Missile Level D, Wind Zone 3. Glass to be FL17499 III C CAC MI Windows - 185 SH (Flange) Impact 3).odfbeddedinPecora896sealant. FL17499 R1 C CAC MI Windows - 185 SH (Flannel Impact 4).odf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 R1 11 08-02545A.odf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513321A.odf 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 warverl.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL17499 R1 C CAC MI Windows - 185 SH (Fin) (11).odf FL17499 R1 C CAC MI Windows - 185 SH (Fin) (12).odfDesignPressure: +60/-60 FL17499 R1 C CAC MI Windows - 185 SH (Flange) Other: R-PG60 1( O).odf Quality Assurance Contract Expiration Date 10/08/2018 Installation Instructions FL17499 R1 II 08-02549A.odf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513327A.odf Created by Independent Third Party: Yes 17499.5 185 SH 36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass http://www. floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQvA,,tDgtCUGgvj Qiz6BP... 9/7/2017 Florida Building Code Online Page 3 of 3 Limits of Use Certification Agency Certificate Approved for use in HVH2: No FL17499 R1 C CAC APC(13363)E1729.01-109-47-RO 18S SH (FLG waiver).Ddf FL17499 R1 C CAC MI Windows - 18S SH (Fin) (13).Ddf Approved for use outside HVH2: Yes Impact Resistant: No FL17499 R1 C CAC MI Windows - 185 SH (Fin) (14).odfDesignPressure: +60/-60 FL17499 R1 C CAC MI Windows - 185 SH (Flange) Other: R-PG60* 11).Ddf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 R1 11 08-025SOA.odf Verified By: Luis R Lomas PE-62S14 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513328A.odf Created by Independent Third Party: Yes 17499.6 185 Triple SH 111x72 Fin Frame IG/SG Single Hung 11002 Flange Frame 1G/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVH2: No FL17499 R1 C CAC MI Windows - 185 SH Triole (Fin) Approved for use outside HVH2: Yes 3).odf Impact Resistant: No FL17499 R1 C CAC MI Windows - 185 SH Triole (Fin) 4).odfDesignPressure: +SO/ -SO Other: R-PGSO* FL17499 R1 C CAC MI Windows - 185 SH Triole (Flange) 3).Ddf FL17499 Ri C CAC MI Windows - 18S SH Triole (Flanoe) 4).odf Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions FL17499 R1 11 08-02548A.Ddf Verified By: Luis R Lomas PE 62S14 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513324A.Ddf 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 HVH2: No FL17499 R1 C CAC MI Windows - 185 SH Twin (Fin) Approved for use outside HVH2: Yes 3).Ddf Impact Resistant: No FL17499 R1 C CAC MI windows - 185 SH Twin (Fin) Design Pressure: +45/-45 4).ad Other: R-PG4S FL17499 Rl C CAC MI Windows - 185 SH Twin (Flange) 3).odf FL17499 R1 C CAC MI Windows - 185 SH Twin (Flange) 4).odf Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions FL17499 R1 II 08-02547A.Ddf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE S13323A.odf Created by Independent Third Party: Yes Back Next Contact US :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850.487-I1124 The State of Florida Is an AA/EEO employer. Cobvriaht 2007.2012 State of Florida.:: Privacy Statement .: aKe«iblliry 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 pub6o-reCords request, do not send electronic mail to this entity. Instead, contact the once by phone or by traditional mail If you have any questions, please Contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The em lits provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: Credit Card Safe http://vArww. floridabuilding.org/pr/pr_app_dtl.aspi?param=vvGEVXQ,,ArtDgtCUGgvj Qiz6BP... 9/7/2017 NOTES. 1 THE PRODUCT SHOIVN HEREIN IS CESI•GNED AND Li.ANLIFACTURED TO COMPLY WITH REOUIREMENIS OF IHE FLORIDA BUILUING CODE INCLUDING 1HE HVI47. 2 111100C FRAMING AND MfSONr., OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRA41NG AND MASONRY OPENING IS THE RESPCNSIBILlrY OF THE ARCHIIECI CR ENGINEER OF RECORD. 3. 1 X BUCK OVER MASONRY; CONCRETE IS OPTIONAL. 4 WHERE SHIM OR RUCK THICKNESS IS LESS THA14 1-1/2" V/Ii4DOW UNITS MUST BE AN;HORCD IWROUGII DIE FRAME IN ACCORDANCE V.I114 MANUFACTURER'S PUDLISIIED Ii41,TALU%TI0N I1457FUCTint.13. ANHOPS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY. CONC'REIE ON OTHER STRUCIUP.AL SL16STFAIE MAFERIAL 5. WHERE WOOD UIJCK THICKNESS IS 1-1/2" OR GREATER. COCK SHALL BE SECURELY rASIENCD 10 MASONRY. CCNCREIC OR OTHER SIRUCTURAL SUBSTRATE. WINDOW UNITS MAY FIE ANCHORED THROUGH FRAME TO SECURED Y:OOD BUCK IN ACCORDANCE WITH MANUFACTURER' S PUBLISHED INSTALLATON INSLRUCIIONS. 6. YnICR= 1t, BUCK 15 NOT USED DISSIMILAR MATERIALS MUST BE SCPARAIEL' WITH APPROVED COATT14G OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE P.ESrONSIBIUTY OF LtIE ARCIIITCCT OF, ENGINEER OF RECORD. 7. STOCKS SHALL (-:TEND BEYOND WINDCt1 INTERIOR FACE SO THAT F11LL FRAME SUPPORT IS PROVIDED. S. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REOUIRED AT EACII 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 Or $ USIAINING APPLICABLE LOADS. 10 WIND LOAD DURATION FACTOR Cd= 1 6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL- EXTRUDED RIGID FVC. 12. UNITS MUST BE GLAZED PER AS1M=1300-04/09. SCE SIIEET 14. FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS N FOR 11-11S PRODUCT IN ;MIND BORNE DCBP13 REGIONS. I44 FOR ANCHORING THROUGH Fill INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS VMTH SUFFICIENT LENGTH TO ACHIEVE A 1 I/A" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN CLEV4TIOFrS AND INSIALLATK;N DCIAILS. RINISOM 1 REV I 0FSCP1P1111N I DAZE I L Pr,Ovrl+ I A I REVISED ANCHOP. SPACINC k CHARTS 107/11.,'2016I R.L. 15. FOR ANCHORING THROUCII FRAME INTO WOOD rRA1A1NG Or, 2X BUCK USE N10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SURS1P. A1C. LOCATE ANCIIORS AS SIIO'WN 114 ELEVA11ONS AND INSTALLAr1ON DETAILS. 16 FOR ANCHORING THROUGH FRAME INTO MASONRY/C'OIICRETC USE 3/16" TADI;Orl_ WITH SUFFICIC14T LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/ 2" M1141MUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALIAIION DCIAILS. 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE # 10 SMS OR SELF DRILLING SCREWS WITII SUrrICIEr1T LENGTH TO ACHIEVE 3 THREADS MINIMUM BEforlD STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND 114STALLA11ON MAILS, 18. ALL FASTENERS TO BE CORRO rION RESISTANT. 19 114STALLATIO14 ANCHORS SHALL BE INSTALLED IN ACi:ORDA4CF WITH ANCHOR MANUFACIUN. EP'S INSI.4LLANON INSIRUCHONS AND ANCHORS SMALL NOF BF USED IN SUBSTRATES KITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM S"ECIFIC GRAVIr( OF G=O,,12 U. CONCRETE: MINIMUM COMPRESSPIE SiRCNGIH OF 2,000 PSI. C. MAS014RY HCLLOW/FILLED BLOCK PER ASIM C90 WITH I'17,=2.000PSI MINIMUM. ri. METAL STRUCTURE: STEEL 1BCA (.046') F)=33KSI,%rU=52KSI OR ALUMINUM 6063-T5 FLI=30KSI .048" THICK MI"IIMUM I TABLE OF COMTEIITS 1 ISHCCI NO IDESERT?110N I 1INOTES2 — d CLEVATONS 5 — 13 114STALLATIOPI DETAILS IA ICOMPONFNTS SIGNED: 0711212016 M65WINDOWS AND DOORS EST M GRATZ, PA 17030-0370 SLa J1 1 Dy j 5 # = SERIES 185ALUMINUMSINGLEHUNGWINDOW52X84" NON -IMPACT NOTES o( A` p0•2.• AT OF i'°FS' lpRIOP G P\ r.R.vP+ c;+o Np RI.v 08 A j//S O11111% 1`\`` sr_ r - TC `O°5160F NTS 12/09/14 14 4 FR HE 52" MAX rRAME YAIDTII IASf 16' 2.. MAX MAX 0 C. I I y I III r l5" MAX O.C. T_ " O 4a ME LIT X i r F -- 52' MAX FRAME WIDTH 2" MAX _ T 2" ki4KMAXOC. 2" I F" MAX 84" MA.1 F1. ME HEIGHT 1 p J/ X J 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FLANGE FINLESS INSTALLATION FLANGE$ FINLESS INSTALLATION WITHOUT FILLERS WITHOUT FILLERS SEE CHART 11 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART #1 FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING t60.OPSF NONE NOTES: I. HAX:MUM SASH SIZE 51" Y. 36". 2 MiAXIMUM SASH DLO.: A7 5/6" X 32 1 /2". 3. M0IMLJM FIXED O.L.O.: t9 1/4' X 45 METAL SWEEP LOCK AT 8" FROM EACH END BLOCK AND TACKLE BALANCE AT JAMBS Fl.•r.:rore OESCMP110N DATE 4P^FIND REI7SED ANCHOR SPACING It CHARTS 07/11/70I5 R.L. CHART #1 UNITS INSTALLED WITHOUT FILLERS Number of anchor locallona roqulred irmne Frama Width M 1600 24.00 30.00 39LW 4100 41 oe 52.00 Hal9hf P^) Hood Jamb Head Jamb Head Jamb Head Jamb Hood Jamb Head Jamb Head Jamb 2400 2 3 3 3 3 3 3 3 4 3 4 3 4 3 30.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 Al? 2 3 3 3 3 3 3 3 4 3 4 3 4 3 42.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 46.00 2 4 3 4 3 4 3 1 4 4 4 4 4 4 54.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 60.00 2 5 3 5 3 5 3 5 1 5 1 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 5 3 6 4 6 4 8 1 • 4 6 7600 2 6 3 6 3 6 3 1 6 1 4 G 14 6 5 6 84.00 2 5 3 6 3 5 3 1 6 1 1 1 6 1 1 1 7 1 5 7 MI WINDOWS AND DOORS 650 :PEST MARKEI SFREEI GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON —IMPACT FLANGE & FINLESS ELEVATIONS N.G. 1 08-02546 5"E NTS 1"E 12/09/14 sE"T2 OF 14 SIGNED: 0711212016 NI0M'9'i Ap o? AT 5EOF •ejzz 4 5` :10R%Dt 0 i//s/ONA ....10\\' E FR HE 52" MAX FRAME WIDTH -- 2" MAX - .,_ 16" Ma's - 2" MAX 1 r i O.C. I s iII /. 1 -I IG" MAX O.C. 1 I T^ I NX U H — I GT 1 t If X i 52' MA:( I'RAME WIDTH — Is" r1Ax2" MAX 2 MAX - O.C. i 2 IF" MAX 0 C. y r MAX FRAME HEIC•HT 4 d 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FLANGE d FINLESS INSTALLATION FLANGE d FINLESS INSTALLATION WITH FILLERS WITH FILLERS SEE CHART 112 FOR SMALLER UNITS REOUIRED ANCHORS SEE CHART 02 FOR SMALLER UNITS REOUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING t60.OPSF NONE 110TES. I "AX1MI111.4 SASH SIZE. 51" X So". M42. +:MUM SASI4 D.I.O.- 47 5/8" X 32 1/2". 3. %"IMUM FLED DL.O.• 49 1:-" X 45" IA.1121 METAL SWEEP LOCK AT 8" FROM EACH END INTERIOR MEETING RAIL I at.ae4Den ' p15CcinitON I LATE API PMED REVISED ANCHOR SPACING h CHARTS 07/11/201651 R.L. CHART #2 UNITS INSTALLED WITH FILLERS Number of anchor locations required Frame Wight (in) Freme Width (In) 1600 24.00 w.00 3Q00 4200 46.00 saoo Head Jamb Heed Jamb Head Jamb Head Jamb Head Jamb Heed Jamb Head Jamb 21,00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 30.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 3600 2 3 3 3 3 3 3 3 4 3 4 3 4 3 42.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 48.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 5400 2 5 3 5 3 5 3 5 4 5 4 5 4 5 60.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 61140 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 78 00 2 6 3 6 3 6 3 8 4 B 4 6 4 6 M.00 2 6 3 8 3 6 3 5 4 6 4 6 4 6 MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON —IMPACT FLANGE & FINLESS ELEVATIONS WUN: C':!C W. RLY N.G. 08-02546 A 704r NTS °t`E 12/09/14 5`t` 73 OF 14 SIGNED: 0711212016 g1 it I IL 7i,, i VOENSFgiP% 0 5 .* cp0•. AT OF • tt, R10r 1 F! HE 52- MAY FP.AME WIDTH — 2' M4:r - r , 0" MAX O.0 1 I I—* i 1C' MAX OO.0 I I._ IAX A%IE IGHT 4 X 2" MAX J 52" MAX FRAIJE WIDTH -- 2" MAX - 10 r MAX CC.. 1 1 10' MCI OO.0 f 14' IAX 41dE IGHT II 4 L C 2' MAX I 1 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FIN INSTALLATION FIN INSTALLATION SEE CHART M3 FOR SMALLER UNITS REOUIRED ANCHORS SEE CHART I3 FOR SMALLER UNITS REOUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING t60.0PSF NONE NOILS: 1 MAXII/UM SASH SIZE 51" X. .16". 2. M-*XIMUM SASH D.L.O.: 47 5/8" % 32 1;'2". 3. IA=XIIAUM FIXED D.L.O.: 49 1/4" ( 4S". BLOCK ANDTACKLE BALANCE ATIAMBS RLv1.51MA ' OISCfilntrOw I pltE a.-rafN[0 REVISED ANCHOR SPACING k CHARTS 107/11/'20161 P.L. CHARTO Number of anchor locations required Rama iblpht (In) Frame 1Mdth (in) fA00 21.00 30-00 36.00 IL00 IA00 6200 Nis JemD HiS Jamb H65 JemD HAS Jamb HAS Jamb HAS Jamb HAS Jamb 24.00 3 3 3 3 4 3 5 3 5 3 6 3 6 3 30.00 3 1 3 4 4 4 5 4 5 4 6 4 6 4 34.00 3 5 3 5 4 5 5 5 5 5 6 5 8 5 4200 3 3 5 4 5 5 5 5 5 6 s 8 5 4A00 3 6 3 6 4 6 5 6 5 6 6 6 6 6 4.00 3 6 3 6 4 6 5 6 5 6 6 8 6 6 10.00 3 7 3 7 4 7 5 7 5 7 6 7 6 7 60.00 3 6 3 6 1 6 5 6 5 B 6 6 6 6 7200 3 6 3 6 1 6 5 6 5 6 B B 6 B 76.00 3 9 3 9 4 9 5 9 5 B B 9 6 9 64.00 3 1 9 3 9 4 9 5 9 5 9 6 9 8 9 MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON -IMPACT FIN ELEVATION N.G. 1 08-02546 smr NTS 0'or 12/09/14 ISIIEIT4 OF 14 SIGNED: 0711212016 fAT " 5 E OF •, e''P OR10P • \4` WOOD r F;AMIIJG OR 2X RUCK 1I1 OIIIERS HArV.ER ROD t7 APPROVED SEALANT EXTERIOR 1 /2" MIN EDGE DISTANCE 1 1/4" MIN. I F.MSEI?1AENi I 1/4 MAX SIIIM SPACE 10 WOOD SCREW INTERIOR METAL S7RUC' iURE BY OTHERS APPROVED SEALANT EXTERIOR ILL TO BE SET IN A BED OF STRUCTURALSTRUC7UR NACK_R ROD SEALANT tc AP^ROvEU 5vIrSEALANT 1/4" IAAX. BACKER ROD lr~ it I SHIM SPACE APPROVED I WOOD TAMING SEALANT OR 2. BUCK BY OIHERS y , META STRUCTUR 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 314' MIN CULL" DISTANCE 1 j A• MAX. 0 SHIM SP„CL" I 1- SMS OR SELF DRILLING SCREW VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION INTERIOR SILL TO BE SET IN A BED 01 APPROVED STRUCTURAL SLALAIIT 1/4" MAX. SHIM SPACE an DFSLIMION WE urco an A REVISED ANCHOR SPACING At CHARTS 07/11/2016PL. 1 1/4- MIN. _ 1/4" I.WA. EMBEDMENT SHIM SPACE 1 / 2" % M114 INTERIOR EDGE DISTANCE ! 10 WOOD SCREW 912 ROODFRAMINGOR 2X DUCK \•_ BACKER R;}D EXTERIOR BY OTHERS fc APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1/ 4' MAX. SHIM SPACE po SIAS OR INTERIOR SELFDRILL1rIGSCREWS 4 EDGE I rL DISTANCE s J EXTERIOR METAL ` STRUCTURE BY 0111ERS BACKER ROD Lk . APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0711212016 Msso IwDOwESTMARKETS D DOORS IR 11L10 7i TREEI GRATZ. PA 17030-0370•GENS01 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X84" NON -IMPACT O•JFLANGE INSTALLATION DETAILS WITHOUT FILLERS fX ATe^ 0, eiay-t: P ' rd, p,Od oR•wN. r oe A sr c NTS °A' 12/09/14 111I156OF 14 2 1/2•' MIN. DOE DISTANCE CONCR_r f L" /IIASOt 114 r DY OTHERS • n • a OI'lIC1WAL 1 A SUCK• •° ° 1 1/ 4" MIN, SEC IJOIES 3 — 7 EMBEDMENT SNECT 1 1/4" MAX. _ BACKER ROD R SHIM SPACE Ac APPROVED SL"alJirn \ 3/16" TAPCON I EXTERIOR INTERIOR n1ln2li u SILL TO BE SET L BACKER III AEIEDOFROD APPROVED APPROVED SEALANT STRUCTURAL SEALANT OPTIONAL IX BUI I< L, •1" NJ1it SEE NOTE 3 -_7 \ \- ( SH1jIM SPACE SHCEI I CONCRETE/ MASONRY UY OTHERS ° • n VERTICAL CROSS SECTION CONCRETEQASONRY INSTALLATION eEhs; 01r,. . orscr11RION NlE ld+l•f+WSD REVISED ANCHOR SPACING A: CHARTS 07/ 11/7016 P L. J 1/4•' EN' l EMBEDMENI CONCRETE/ MASONRY 1 / i" MAX. SHIM $ PACE SY0111ER50 3/ 16" TAPCOrI • .a t INTERIOR 2 1 /2' MIN. EDGEDISTANCE ILI EXTERIOR BACKER ROD G APPROVED OPTIONAL IX BUC. Si ANT SEE NOTES 3 — 7 SHEET I JAMB INSTALLATION DETAIL CONCRETSMASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CUIRITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0711212016 M650 IWD04N ARKEI ANDDOORS IR IILI0 ESTSTREETGRAT7. PA 17030-0370 GENSF 9s i SERIES 185 ALUMINUM SINGLE HUNG WINDOW*• 0 5 •+t= 52" X84" NON -IMPACT kq FLANGE INSTALLATION DETAILS WITHOUT FILLERJA p' $ • O•. pRIPG vn,60. LN.' 08-02546 Ss•QNAiIF C\` a t NTS12/09/14 6 OF 14 WOOD FRAMING OR 1.X BUCK •.. BY OTHERS BACKER ROD d: APPROVED SEALANT / RIGID FILLER. 1/2- MIN EDGE DISTANCE 1 1; 4" MIN. I EMBEDMENT 1 4" MAX. SHIM SPACE q10 WOOD SCREW I sy INTERIOR All EXTERIOR ` BACKER ROD h APPROVED SEALANT WOOfi FRAMING OR 2X BUCK BY OTHErs METAL STRUCTURE BY 0114ERS APPROVED SEALANT P,IGID FILLER Rmor, ' RLv DFSCRIrmot WE I vpm-tt, 1/4- MIN rAj REVISED ANCHOR SPACING At CHM1S 07/11/7015 P.L. EDGE DISTANCE 1 1/4" MIN. 1/4' MAX. EMBEDMENT SHIM SPACE 1/•1" MAX SHIM SPACE I1 INTERIOR M114 / EDGE I EXTERIOR i III III SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANI 1/4" MAX. BACKER ROD L SHIM SPACE APPROVED SEALANT r1 MET< STRUCTUF BY OTHEF VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OT14ERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 10 5415 OR 10 WOOD - \ 1SCREW ffSELFDRILLINI, WOOD FRAMING /// SCREW OR 2X BUCK / EXTERIOR BACKER ROCBYOTHERSJRICID & APPROVED 1LLEN SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION INTERIOR METAL I /,I" MAx. STRUCTURE SH11d SPACE BY OTHERS 10 SMS OR —\ INTERIOR SELF DRILLING SCREWS \ VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 3/4— MIN. SILL TO BE SET EDGE 114 A BED OF DISTAN ' APPROVED ` a STRIK.TLIRAL EXTERIOR SG4LAIJ1 RIGID -J BACKER ROD 1/4" MAX. TILLER Ail APPROVED SHIM SPACE SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0711212016 MIWINDOWSND DOORS IDOWIILIo WrESTMARKETSTREETSHINGRATZ, PA 17030-0370 ter •%,\DENS*:9,p' SERIES 185 ALUMINUM SINGLE HUNG WINDOW i 5NON- IMPACT FLANGE INSTALLATION DETAILS WITH FILLERS WATe,•t#y DR<WN: u.>•, xo. Rev 0•,. i'OFS ,' T• 1OR0. OB ASj0NA11E\\\\ sc tlis DA` 12/09/14 E5760F 14 2 1; 2" MIN EDGE DISTANCE 6Y OTHERS d 01''IIGIJAL ix 6ws'. —. d 1 1/4" MIN. SCE I401ES 3 — 7 r EMBEDMENT 1 1/ 4" MIN. SHECT 1 EMBEDMENI Jl ` CONCRETE/MASONRY IJ CKF_R ROD — i 1 /4" MAX. _ SHIM SPACE BY OTI IERS ,— — F APPROVED v SEALANT P.ICID FILLER 3/16" TAPCON 3/16" TAPCON I . v II EXTERIOR INTERIOR I 11.1 I SILL TO BE SET I BACKER, POD d APPROVED SEALAlIT • III AD BED OFAPPROVEDOVED STRUCTURAL SEALANT OPTIONAL IX RUCK \ J 1/4" AIAX. SEC NOIE 3 — 7 FSIJIM SPACESHEETI CONCRETE/IAASONR;' BY OTHERS a VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION a ' u 2 1/2" _ MIN. EDGE o DISTANCE RIGID I-ILLCR RLvlsrc+r, D[SCmITON MIC I .,r pa i0 RE111SCD NJCNOR SPACING h %HARTS 07/11/2015 P.L. OPIION.4L 1X BUCK SEE NOTES 3 — 7 SHEET 1 1/4" MAX. SIIIM SPACE INTERIOR EXTERIOR j ` BACKER ROD APPROVED SCALAIJT JAMB INSTALLATION DETAIL CONCRETE4NASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS 650 WES1 MARKET STREEI GRA1Z, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON —IMPACT FLANGE INSTALLATION DETAILS WITH FILLER DRAWN Ir:•; I.O. N.G. 08-02546 SOUL NTS I DA1t 12/09/14 SI1tIr8 OF 14 SIGNED: 0711212016 v •v\GENS•giP 0 5 •#= o . o , AT OF e441 A OR EDGE DISTANCE FPAMu:G , OR 2X RUCK BY UTIIERS METAL STRUCTURE BY OT-ERS HACKER ROD tc APPP,OVE1? 1 4" MAX SEALANT III SI IIM SPACE APPRLANTSEALANT 10 WOOD SCRE* cJ^ l ` Z INTERIOR r EXTERIOR OACKER ROD AP^RciVED SEALANT WOOD FRAMING OR 2x BUCK BY CIIICI:S 4' MIN I I CDGE DISIANCEr—T EXTERIOR f Sri_ SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT BACKER ROD 1/4" MAX. & APPROVED SHIM SPACE SEALANT STRUCTURE BY OTHERS VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 j 4' MAX. 1 1/4' MIN. EMDEDMENI SHIM SPACE 1/ MIN EDGE DISIANCE IS OR SELF DRILLING SCREW INTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALAN1 1/4' MAX. SHIM SPACE orumnnol I WE AanrovEn REVISED ANCHOR SPACING k CHARIS 1 07/11/2016RL 1/ 4' MAX. SHIM SPACL' INTERIOR 10 WOOD CRErI 7EXTERIOR WOODFRAMINGOR ZX BUCK BY OTHERS SACKER ROD APPROVED SCALAtJ l JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION r 1/ 4" MAX SHIM SPACE 110 sM5 OR INTERIOR SELF DRILLING SCREWS 3/ 4 MIN. EDGE DISTANCE EXTERIOR t METAL — BACKER ROD STRUCTURE A APPROVED DY OTIICR4 SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0711212016 MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 VGENSF • SERIES 185 ALUMINUM SINGLE HUNG WIIJDOYI 0y5 * = 52" NON — IMPACT FINLESS INSTALLATIONTION DETAILS WITHOUT FILLERS j O' 8E4 rauwr+. c: Io. 08 nEv 02 A sl11NAj0\`\ sc" r NTS o`°[ 12/09/14 sI11J596OF 14 2 1/2- MI11 EDGE DISTANCE CONCRL'R-/MASQlrirt— BY OTHERS •• ' • ' I I n G OPTIONAL 11( BUi.Y. — n ' ° a. I BEL) MIN. SEE NOTES 3 - 7 • n EMBEDMENt SHEET t ' • - 1 j4" MAX _ PER ROD — ' 414 SHIM SPAL'E h APPROVED SEALAN i 3/ 1 G" T IPCON I EXTERIOR `L; INTERIOR SILL TO BE SET IN A BED OF BACKER ROD I / APPROVED APPROVED STRUCTURAL SEALANT \ y>^j J SEALANI OPTIOtIAL IX RUCK \ SEE ROTE 3 — 7 J— 1/4" LIAX. SHIM SPACE SHEET 1 CONCRETE/MASONRY — UY OTHERS a 1 A VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION 1 1/4" MIH. EMBEDMENT COHCRETE/MASONRY i)Y OTHERS 3/16" TAPCON 2 tl/2" MIN. a EDGE DIST LANCE ' J RcvlSnrr,, INAPAIE .PPr'0VCP REVISED ANCHOR SPACING h CHARTS 07/11/7016P L. OFIIONAL 1X BUCK SEE NOTES 3 — 7 SHEET I 1 / 4" VAX. SHIM SPACE INTERIOR EXTERIOR BACKER R00 G: APPROVED SEALANII JAMB INSTALLATION DETAIL CONCRETHMASONRY 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: 071I M016 Moro WINDOWSDOORS 1Still IILro EST AND KET STREET`\ PA GRATZ, 17030-0370 GENS:9U+ SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X84" NON -IMPACT 0„ 62 jr f{1 = FINLESS INSTALLATION DETAILS WITHOUT FILLER p , AT OF iv DRAWK u:.:1:e RLv OR10; G` ! N. G. 08 0 54fi A S pNA 11`` artNTs12/09/14 10 OF 14 111111 1/2 MIN EDGE DISTANCE WOOD FF.AMING OR ^.Y BUCK UY 0111ER5 HACKER ROD t APPR!>VEI? \ SL•NLANT SPACE RIGID I I L 00 WOOV SCREW FILLL-R 1— Z1 — IJ INTERIOR EXTERIOR NAC KER ROU At APPROVED S=ALANT WOOD FRAMING OR 2A BUCK BY U1HErs METAL STRUCTURF - BY OTHER' APPROVE( SEALAN' 3/ 4" MIN LDGE DISTANCE 1, 4" MAX. g r $HIM $PACE R1CIB -- II 1LLER 10 SETS OR SELF DRILLING EXTERIOR 1 I SCREW rJGI INTERIOR SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1/4" MAX BACKER P,OO r SHIM SPACE APPROVED SEALANT r STRUCTURE BY OTHERS VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOlf4T SEALANT BY OT14ERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SILL TO BE SET IN A BCD 01' APPROVED ST R11C,TURAL SCALAHI 1/4" MAX. SHIM SPACE MNSWIG • orsr.m .110H MIf I -F` r a.ED REVISED ANCHOR SPACING h CHARTS 07/11; ;10 161 P.L. 1 I/4" MIN. 1/4" MAX EMBEOME147 SHIM SPACE i 1 /2' INTERIOR MIN EUCC DISTANCE ti 10 WOOD J SCREW WOOD FRAMINSI J/ h EXTERIOR OR 2X BUCK BY OTHERS BACKER ROD APPROVED ILLAR SEALANT FILLER JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE 1/4" MAX. BYOTHERS SHIM SPACE 10 SMS OR INTERIOR SELF DRILLING \ SCREWS 1 earunr nll; t/4r - MIN EDCE DISTANCE,rr EXTERIOR 1 RIGID ` &kCKER ROD FILLER A APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0711212016 MIWINDOWSIwDOWEST M AND DOORS S R Ill p4/i, ETSTREEIGRATZ. PA 17030-0370 ' •VGEN,S•9,P SERIES 185 ALUMINUM SINGLE HUNG WINDOW*• 0 5 •#= 52" X84" NON -IMPACT — FINLESS INSTALLATION DETAILS WITH FILLERS r _ . g ATE OF N, G-. 17a3 1.a RLv i t`• lORIOP• ' salt eAT 08- 5 2546 A IVAj1f lV6\ I4T$ 12/09/14 11 OF 14 L 2 1/2" mill. f EDGE DISTANCE CONCRLIE/IdASOl1KY 6' OTHERS n 1 1/4" MIN 01' 11GWAL 1 ( SUCK— . ° EMBEDMENT SEE NOTES 3 — 7 SHECT 1 1 /4" MAX. _ TACKER R13D —^ j SHIM SPACE A4 AP^RO ED SEALANI RIGID — I I — 3/ 16• TAPCON FILLER EXTERIOR J _ INTERIOR JVF—SILL TO DE SET Iy f/ IIJ A RED OF BACKER ROD I / A:'PROVED APPROVED SEALANT L / STRUCTURAL NT \ SEALANTOPTIONALIXBUCK \ hf 1,14" MAX. SEC 11OIE 3 — 7 1 SHIM SPACE SHEET 1 Co1Nt;RETE/MAONR;' UY UIHERS ° : b 1 ° , .. VERTICAL CROSS SECTION CONCRETEMASONRY INSTALLATION RE.Ker OESCnr 11DN DAIE I AWNED REVISED ANCHOR SPACING h CHARTS 07/11/2015 P.L. 1 LAIN. — BEE- EMBEL1MENi CONCRETE/MASONRY 3Y OTII[RS I r CI=110NAL IX BU=K If SEE NOTES 3 - 7 SHEET 1 3/16" TAPCON ' 1/4" MAX SHIM S^ACC INTERIOR 2 112- MIN. c EDGE DISTANCE EXTERIOR BACKER ROD k APPROVED RIGID FILLER SEALANT JAMB INSTALLATION DETAIL CONCRETEMASONRY 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 MIWINDOWSIWDOW nR NOD DOORS S1R IIL10/i ESTSTREETGRATZ, PA 17030-0370 GENS 9tp i 0 #= SERIES185ALUMINUMSINGLEHUNGWINDOW52 LLATI NON TAILS T INSTALLATION DETAILS WITH FILLER k( At`FINLESS p $'jAT F j OFORI P p Z': DRAWNIns; I.O. RIV 08 A I'll 11 a\\`\ 7"" E NTS DA'E 12/09/14 s" 12 OF 14 8 t/GOD ^•. SCREW 7/1G" MIN EDGE DISTANCE EXTERI 7/16" MIN EDGE DISTANCE 8 WOOD SCRLW Is»ne cmoc u. VERTICAL CROSS SECTION WOOD FRAM/NG OR 2X BUCK INSTALLATION WOOD FRAMING Bi OTHERS 1/•1' MAX. SHIM SPACE r WOOL` FRAMING BY GTIIEPS MIIJ LEMBEDMENT 8 WOOD ' SCREW 7/16• MIN _ EDGE DISTANCE 1j4" MAX HIM SPACE INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION atwsn,Ir, DF%nwwk ai[ I v P-MED RVASCD NICHOR SPACING h CHARIS 07/11/9G 161 R.L. 1 /4' MAX NOTES. SHIM SPACE 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 RAn D FRAMINGFMING SIGNED: 0711212016 BY OTHERS MWINDOWS DOORS RKET 650ESTSTREEl GRATZ, PA 17030-0370 ElL 9'. r,• G NS••S SERIES 185 ALUMINUM SINGLE HUNG WINDOW 0y 5 *= 52" X84" NON —IMPACT FIN INSTALLATION DETAILS A , SAT OF ` ur. 1.e"IN N. G. i0. L4 1iSjooR. w s' O•( 0'N• 6N 08-02546 A A11•01•E? 1—"NTS D*E 12/09/14 SI¢r 13 OF 14 atwslolr> T 2 .S/ 16" 1 7/6' --1 1 3l9 •— an uscmlmou ra,L d rgwco 5 2 3/16" "-1 T—' — h RL173ED N1 IOR SPnCINC k CIIARIS 07/11/2016 PL. 13/16" 2 3/18" I 2 3/16- u I I ! 7r 1 5/ l o" u t t FLANGE FRAME HEAD FLANGE FRAME JAMB FINLESS FRAME HEAD FINLESS FRAME JAMB CM-18501 cM-18503 CM-18553 CM-18513 5/8" ALUMINUM 6063-T5.050•THICK ALUMINUM 6063-T5.050•THICK ALUMINUM 6063-T5.050•THICK ALUMINUM 6063-T5.050•THICK q 1/8" ANN - 1/8" ANN. METAL REINFORCED BU Fs L SPACER 2 3/16EXTERIOR I I INTERIOR 3 3/E"_JLJ 1. 13/t 3 3/•t" I y ,— — SIUCUNC 9" DITC I F SEALANT IL 2 5/ 16" l S: TIING FLANGE FRAME SILL FINLESS FRAME SILL 1 GLAZING DETAIL A CM. 18502 cm-1855r FIN FRAME SILL FIN FRAME HEAD ALUM/ NUM6063-T5.055'TH/CK ALUMINUM 6063- T5.055'THICK CM 18509 CM-18508 - 3/16" ANN ALUMINUM6063- T5.055•THICK ALUMINUM6063-T5.050'THICK 1 7/16' 2 3j6" 5/ 8" - - I I /8" EXTERIOR I INTERIOR l— i 2 +/ 16' 2 3/16" 5/A" RITE ` SIEALknT Ii,2T-- 1---I— I r L SETTING, II LOCK RAIL/STILE SASH BOTTOM RAIL MEETING RAIL FIN FRAME JAMB BLOCK GLAZING DETAIL B CM• 18505 cm-18510 CM-18555 cm- ALUMINUM 6063•T5.050• THICK ALUMINUM6063-T5 062' THICK ALUMINUM 6063•TS 050' THICK ALUMINUM 6063-T5.055• THICK r 1/ 16" - I' 3/ 8" r i5/ tc" SIGNED: 0711212016 5/ 6" 15/ 16" MI IWDOW EST AND DOORS `TREET`\` J\S\R IIL/0,/,,' SASHSTILEGRATZ, PA 17030-0370 ,• • G E NS' • 9D+ GLAZING BEAD cm• 18502 tF GLAZINGBEADALUM/NUM6063-TS.OSo'THICK SERIES 185 ALUMINUM SINGLE HUNG WINDOW 9 • ,DN5 • *= V• 663 V485 52" X84" NON -IMPACT b(AAT - R!GlDPVC.060•THlCK RIGID PVC.O50'THICK COMPONENTS p , OtV` srJu NTS WE 12/09/14 08- 0 5? 14 OF 14 A //// S1OJIIAIIt`\`` Florida Building Code Online Page 2 of 3 Summary of Products FL # Model, Number or Name Description 15351.1 HS 188 Fin and Flange Frame 73x62 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS351 R4 C CAC APC 97429.01-109-47 Fin and Approved for use outside HVHZ: Yes 97435.01-109-47 Flanae.odf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +55/-55 02/16/2019 Other: LC-PG55. Glass must comply with ASTM E1300-04. Installation Instructions FL15351 R4 II 188 HS FIN 73x62 DPS5 As Tested 97429.01.odf FL15351 R4 11 188HS Flange Non -Impact Fastener Schedule 08-010238.odf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL1S3S1 R4 AE S11S88B.odf 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 Flanpe.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +40/-55 04/15/2019 Other: HS-LC40 Installation Instructions FLIS351 R4 II 188HS XOX Flange Non-Imoact Fastener Schedule 08-01156B.odf FL15351 R4 I1 Installation Instructions - 188 HS (XOX) As Tested 99775.01.0df Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FLIS351 R4 AE 511725B.odf Created by Independent Third Party: Yes 153S1.3 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 .odfApprovedforuseoutsideHVHZ: 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 11 Installation Instructions - 188 HS Impact FIN 73x62 Product 3.odfannealedlaminatedglasscomprisedof2sheetsof3/32" 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 GAG APC 97356.01-109-47-RO 97432.01- 109-47-RO Prod 14.odfApprovedforuseoutsideHVHZ: 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 FLIS351 R4 11 Installation Instructions - 188 HS Impact FIN 73x62 Product 4.0dfSolutia. 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: 15351.5 HS 188 Flange Frame 73x62 Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS351 R4 C CAC APC 97354.01-109-47-RO 97433.01- 109-47-RO.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +45/-45 01/05/2019 Other: HS-LC4S. Missile Level D, Wind Zone 3. Installation Instructions Fu5351 R4 II Installation Instructions 08-01161B.p0f Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH85 72gvdWIau... 9/7/2017 Florida Building Code Online Page 1 of 3 Business & Frzfessioriale rtrr SCIS Home I Log In I User Registration Hot Topics ( Submit Surcharge I stets s Facts ; Publications I FBc Stan I SCIS site Map I Links I Search r oiic 3 Product Approval uuUSER: Public User a m ProAuct Aooroval Menu > Prooua or Aoohraoon 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 Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved L MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsidinger@miwd. com Brent Sitlinger bsitlinger@miwd. com Windows Fixed Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE 19 Validation Checklist - Hardcopy Received Standard AAMA 506 AAMA/ WDMA/CSA 101/I.S. 2/A440 Method 1 Option A 11/ 18/2016 11/ 18/2016 12/ 01/2016 Year 2008 2008 http:// www. floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH85 72gvd WIan... 9/7/2017 Florida Building Code Online Page 2 of 3 4n summary of Products FL !F I Model, Number or Name Description 15349.1 185 PW 73 x 72 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS349 R8 C CAC APC 12786.odf Approved for use outside HVHZ: Yes FL15349 R8 C CAC APC 12787.odf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure- +60/-60 04/03/2018 Other: CW-PG60 Installation Instructions FL15349 R8 II 08-02357B.odf Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FLIS349 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 FLIS349 RS C CAC APC 15350.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/24/2021 Design Pressure: +55/-55 Installation Instructions Other: R-PG55 FLIS349 R8 II 08-02949.odf Verified By: Luis R. Lomas, PE 62S14 Created by Independent Third Party: Yes Evaluation Reports FL15349 R8 AE 513783.odf Created by Independent Third Party: Yes 15349.3 185 PW Impact 72 x 72 Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS349 R8 C CAC APC 15454.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/25/2021 Design Pressure: +5S/-55 Installation Instructions Other: FW-LCSS, Missile Level D, Wind Zone 3. Glass FLIS349 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 S/8" glass bite. Evaluation Reports FLIS349 R8 AE 513782.odf Created by Independent Third Party: Yes 1S349.4 185 PW Impact 159 x 54 Triple CMS Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS349 R8• C CAC APC 8272.odf Approved for use outside HVHZ: Yes FLIS349 R8 C CAC APC 8273.odf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +SS/ -SS 01/24/2021 Other: FW-R55, Missile Level D, Wind Zone 3. Glass Installation Instructions consisted of 1/8" annealed exterior - spacer - 3/32" FLIS349 R8 it 08-01614B.odf annealed / 0.090 Solutia PVB / 3/32" annealed. Glass was Verified By: Luis Roberto Lomas 62514 bedded in Pecora 896 silicone with 5/8" glass bite. Created by Independent Third Party: Yes Evaluation Reports FL15349 R8 AE 512278B.odf Created by Independent Third Party: Yes 15349.5 18S 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: +5S/-SS Installation Instructions Other: FW-LCSS, Missile Level D, Wind Zone 3. Glass FL15349 R8 II 08-01613B.odf consisted of S/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 FLIS349 R8 AE S12277B.odf Created by Independent Third Party: Yes 115349.6 1 185 PW Impact 173 x 61 Insulated Laminated Glass Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-SS Other: FW-LCSS, Missile Level D, Wind Zone 3. Glass Certification Agency Certificate FLIS349 R8 C CAC APC 12136.odf Quality Assurance Contract Expiration Date 10/28/2017 Installation Instructions FL15349 R8 II 08-02947.odf http://www. floridabuild ing. org/prlpr_app_dtl. aspx?paratn=wGE VXQwtDgtH 8 5 72gvd N i7I an... 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 Badt Next Contact Us :: 2601 Blau Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA(EEO employer. Codvnaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida taw, email addresses are public records. If you do not want your a -matt address released in response to a public -records request do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please Contact 850 487 1395 'Pursuant to Section 455 27S(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If they have one. The !malts provided may be used for official communication with the licensee. However email addresses are public record If you do not wish to supply a personal address, please provide the Department with an email address which an be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credh Card Safe http://www. floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgtH85 72gvd Wlan... 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. 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REOUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-. 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. IC FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE 06 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 OMALLATION DETAILS 06/01/15 R.L. REVISED NAME AND ADDRESS 1 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.ODO PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C9D WITH Fm-2,000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.0487 FY=33KSI/FU-52KSI OR ALUMINUM 6063-75 FU-30KSI .046" 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. SIGNED: 1111512016 MI WINDOWS AND DOORS, LLC I lL 0 W. MARKET ST. A o, i/ E Ns GRATZ. PA 17030 c, d+'' 1D,,6126 *I= SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT NOTES D , STATES OF TABLE OF CONTENTS iOF 'c OR10; • ss10 11AI11 G\`\ Luts R. Lomas P.E. FL No.: 62514 DRAW7No. 08 2 REV BSHEETNO. DESCRIPTION NOTES scut NTS DAh s009/03/14 17 OF 12 2 — 3 ELEVATIONS. CHARTS AND GLAZING DETAILS L ROBERTOLOWSPE IIJ2 WOODFORD RD LEMSVILLE. NC 27023 Jr-666-0609 10"AS+Awaspe eom4 — 12 INSTALLATION DETAILS 72 1/2' MAX FRAME WIDTH - 6- MAX -I -r t 8" MAX O.C. -I 6' MAX L 18 / MAX O.C. 71 1/2' MAX FRAME HEIGHT REFER TO CHARTS J 81 do / 2 FOR NUMBER OF ANCHORS REOUIRED 6' MAX SERIES 185 ALUMINUM FIXED WINDOW EXTERIOR VIEW 72 1/2" MAX FRAME WIDTH 18' MAX G.C. - 6' MAX 6':1199-- / 71 1/2'• 18. MAX FRAME MAX D.C. HEIGHT T_ REFER TO CHARTS SERIES 185 ALUMINUM FIXED DESIGNER WINDOW 1 & 82 EXTERIOR VIEW FOR NUMBER OF ANCHORS REQUIRED DESIGN PRESSURE RATING IMPACT RATING t60.OPSF NONE NOTES: I MAXIMUM D.LO.: 69 3M' X 6B 3/4' REVISOR$ REV DESCRIPTION DATE APPROVED A REVISED INSTALLA110H DETAILS 06/01/15 R.L. B REVISED NAME AND ADDRESS 10/27/16 1 R.L. C14ART01 Number of anchors required (without rigid rollers) Frame Frame wIa1D In Might 24.00 20.00 26.00 42.00 46.00 64.00 00.00 66.00 72.60 In) HAS mb HAS tomb HAS IJambI HAS Jamb HAS Pambi HAS Jamb HAS tomb HAS tomb HAS amD 2400 2 2 1 2 2 J 2 J 2 J 2 4 2 4 2 4 2 5 2 2000 2 2 2 2 J 2 J 2 J 2 4 2 4 2 4 2 5 2 30.00 2 J 2 J J J J J J J 4 J 4 J S J 5 J 42.6D 2 J 2 3 J 3 J J J J 4 J 5 J 5 J 6 J 46.00 2 J 2 J J J J J J J 4 J 5 J 6 J 6 J 64.00 1 2 4 2 4 J 4 J 4 J 4 4 4 5 4 6 4 7 4 0.00 2 4 2 4 J 4 J S J S 4 5 5 5 6 5 7 5 to 00 2 4 2 4 J 5 J 5 J 6 1 6 5 8 6 e 7 6 1.60 2 S 2 S J 5 J 8 J 6 1 7 S 7 6 7 7 7 HART IP Number o/ anchors required (with rigid filters) Frame Frame width (In) He Ight 2400 1 30.00 36.00 42.00 41.00 4.00 6o.00 66.00 72.50 Ilnl HAS IJ&mbi HAS mD HAS jJamb HAS mD HAS Jamb HAS tomb HAS Jamb HAS mD HAS Jamb 24.00 2 2 2 2 J 2 1 J 1 2 J 2 4 2 4 2 4 2 5 2 30.00 2 2 2 2 3 2 1 J 1 2 J 2 4 2 4 2 4 2 5 2 36.00 2 J 2 3 J J J J J J 4 J 4 J 4 J 5 J 42.00 2 J 2 J J 3 J J 3 J 4 J 4 J 4 J 5 J 48.00 2 J 2 J J 3 3 J J J 4 J 4 J 4 J 5 J 54.00 2 4 2 4 J 4 J 4 J 4 4 4 4 4 4 1 S 4 60.00 2 4 2 4 3 4 3 4 3 4 4 4 4 4 4 6A00 2 4 2 4 3 4 J 1 J 1 4 1 4 4 4 1 S 4 71.60 2 S 2 S J S J 5 J S 4 S 1 S 1 S 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 Q FINLESS ELEVATION & CHARTS DRANN: DWC RD. J.L. 1 08-02357 SCALE NTS I DATE 09/03/14 1 SHEET 2 OF 12 L. ROBERTO LOMAS P E 14M WOODFORD RD LEWISVILLE, HC 27023 431.666.0609 dbmastillabnurp'e can SIGNED: 11/15/2016 IR I iLi0 9tp pi/STATE Of ; zttr cZOR10" Lute R. Lomas P.E. FL No.: 62514 71 FI HI 6" MAX — 72 1/2- MAX FRAME WIDTH — Ir-r 18' MAX O.C. —{ L j 18" j MAX O.C. 1/2" LAX IGHAMEIGHT j 6' MAX REFER TO CHART S3 SERIES 185 ALUMINUM FIXED WINDOW FOR NUMBER OF EXTERIOR VIEW ANCHORS REQUIRED 72 1/2' MAX FRAME WIDTH 6' MAX — 18" MAX O.C. 6" MAX j 18" MAX O.C. 71 1/2" MAX 0/0FRAME HEIGHT 11 0/11 EFER TO CHART 13 ---- FOR NUMBER OF SERIES 185 ALUMINUM FIXED DESIGNER WINDOW ANCHORS REOUIRED EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t60.OPSF NONE NOTES: 1. MAXIMUM O L.O.: 69 3/4' X 68 34' RLASWNS DESCRFWM DAZE AaiRD+ED REVISED INSTALLATION DETAILS 06/01/15 R.L. REVISED NAME AND ADDRESS 10/27/16 R.L. CHART#3 Number of anchor* required fin InsiallaUon Fame Frame width (In) It lDnt t4.00 30.0o is 42.00 14*.00 54.00 Ao.00 scoo 7LSo In) HAS amD HAS amb HAS J&mb HAS amb HAS amb HAS amD HAS Jamb HAS Jamb His Jamb 24.00 3 3 3 3 1 3 1 4 3 1 3 1 5 3 5 3 6 3 3000 3 3 3 3 3 3 4 3 4 3 4 3 1 5 3 5 3 6 3 36.00 3 3 3 3 3 3 4 3 4 3 4 3 5 3 5 3 6 3 4200. 3 4 3 4 3 4 4 4 4 4 4 4 S 4 5 4 6 4 4*.00 3 4 3 4 3 4 4 4 4 4 4 4 5 4 5 4 6 4 ALoO 3 4 3 4 3 4 4 4 4 4 4 4 5 4 5 4 614 60.00 3 5 3 5 3 S 4 S 4 5 4 S S S S S 6 5 66.00 3 s 3 S 3 S 4 5 4 5 4 5 S 5 S 5 6 5 71.50 3 6 3 6 3 6 4 6 4 B 6 5 6 5 6 8 8 SEE SHEETS 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 DRAM4e 7N0. J.L. 08-02357 sr tE NTS 09/03/14 —3 OF 12 L ROSERTO LOADS P E. r432 WOODFORD RD LEWISVILLE. AC 27023 434-M-0609 '00maS®akiaNSpa.cam SIGNED: 1111512016 1a IIL10/i CEIVS'•tP 0 6 k- TATE OF O'. RLv 'OF•jefORlO;• B i//iSS/ONA j1 aG Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN. EDGE DISTANCE 1 1 /4" MIN. 1 EMBEDMENT 1/4" MAx. BACKER ROD SHIM SPACE APPROVED SEALANT 110 WOOD SCREW EXTERIOR INTERIOR 110 WOOD SCREW RIGID FILLER BACKER ROD APPROVED 1/4" MAX. SEALANT SHIM SPACE WOOD FRAMING T I , 1 MIN. OR 2X BUCK EMBEDMENTBYOTHERS 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. 1/4" MAX. EMBEDMENT I SHIM SPACE 1/2" MIN. EDGE DISTANCE I F INTERIOR 110 WOOD SCREW WOOD FRAMING EXTERIOR OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE BY OTHERS BACKER ROD APPROVED SEALANT EXTERIOR BACKER ROD APPROVED SEALANT METAL STRUCTURE BY OTHERS 3/4" MIN. EDGE DISTANCE r 3/4" MIN I EDGE DISTANCE 1/4' MAX. SHIM SPACE 7#10 SMS OR SELF DRILLING SCREW INTERIOR S10 SMS OR SELF DRILLING SCREW RIGID FILLER 1/4" MAX SHIM SPACE II 3/4" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4" MAX SHIM SPACE INTERIOR 110 SMS OR SELF DRILLING SCREWS Y EXTERIOR METAL STRUCTURE BACKER ROD BY OTHERS APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION RENSIDNS ' REV DMRPMN D-TEI MR.L. A REVISED INSTALLATION DETAILS 06/01/15 B REVISED NAME AND ADDRESS 10/27/16 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 WINDOWS LLC 11 o ow. MaDKDOORS, ST. N*1` lk 9 i' ENSe.U+ GRATZ. PA 17030 v••GET 0 961 * SERIES185ALUMINUMFIXEDWINDOW73" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS WITHOUT FILLERS 6 w DTATOF , iFS;[ pR1* DRAwrraxeNO. REv 08 Luls R. Lomas P.E. FL No.: 62514 s uL NTS DATE 09/03/14 SHEE747 OF 12 L ROBERTO LOWS PE 1432 WOODFORD RD LEWLSVILLE, NC 27023 13#- M- 09 l0N"At6=bMSM Co. 2 1/2" MIN. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS OPTIONAL IX BUCK 1 1/4" MIN. SEE NOTES 3 - 7 EMBEDMENT SHEET 1 Z BACKER ROD 1/4" MAX. APPROVED SHIM SPACE SEALANT 3/16" TAPCON EXTERIOR INTERIOR 3/16" TAPCON BACKER ROD APPROVED SEALANT MAX. OPTIONAL 1X BUCK SHHIMIM SPACE SEE NOTE 3 - 7 SHEET 1 CONCRETE/MASONRY BY OTHERS n 1 1/4" MIN. EMBEDMENT 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEAMASONRY INSTALLATION REVISIONS REV OESCRIPIION DUE APPRDVED A REVISED INSTALLATION DETAILS 06/01/15 R L. B REVISED NAME AND ADDRESS 1 10/27/16 R L. 1 1/4" MIN. EMBEDMENT 0 CONCRETE/MASONRY BY OTHERS 1/4" MAX. SHIM SPACE OPTIONAL 1X BUCK v SEE NOTES 3 - 7 SHEET 1 b '• 3/16" TAPCON INTERIOR 2 1/2" MIN. EDGE DISTANCE EXTERIOR BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION NOTES. I INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT FINLESS INSTALLATION DETAILS WITHUT FILLERS DRAWN: pWC N0. ; J.L. 08-02357 GALE NTS I DATE 09/03/14 1 SNEn 5 OF 12 L. ROBERTO LOMAS P.E 1432 WOODFORD RO LEKISVILLE, AC 27023 434-M,OM eb =S@*b'=Spv m" SIGNED: 1111512016 G E N'rF' 9'P o, 3TAT POF , oj: 000"t- x Luis R. Lomas P.E. FL No.: 62514 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. r EMBEDMENT r I/4' MAX. SHIM SPACE RIGID FILLER 10 WOOD SCREW INTERIOR 10 WOOD SCREW RIGID FILLER 1/4" MAX. SHIM SPACE MIN. EMBEDMENT 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4* MIN. 1/4- MAX. EMBEDMENT I SHIM SPACE RIGID FILLER 1/2' MIN. EDGE DISTANCE I INTERIOR pIO WOOD SCREW WOOD FRAMING EXTERIOR OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE BY OTHERS BACKER ROD APPROVED SEALANT EXTERIOR BACKER ROD — APPROVED SEALANT METAL - STRUCTURE BY OTHERS r 3/4" MIN I EDGE DISTANCE 1/4- MAX. fl r SHIM SPACE RIGID FILLER 10 SMS OR SELF DRILLING SCREW INTERIOR p10 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. r SHIM SPACE RIGID FILLER 3/4' MIN. EDGE DISTANCE I INTERIOR 10 SMS OR SELF DRILLING SCREWS EXTERIOR METAL STRUCTURE BACKER ROD BY OTHERS APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION REV&DRS REV DESCRIPMN CATE APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R.L. B REVISED NAME AND ADDRESS 1 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 WINDOWS AND DOORS, LLC R` 11` o/ 650 W. MARKET ST. GRATZ, PA 17030 1fi/iv •GENS.9s,% SERIES 185 ALUMINUM FIXED WINDOW 1 = py6POF73" X 72" NON —IMPACT k(_ FINLESS INSTALLATION DETAILS WITH RIGID FILLERS 0 ; STAT w, DRAWN DWc J.L. o8 SoEE357 B aTENTS 09/03/14 6 OF 12 L. ROBERTO LOMAS P E. 1432 WOODFORD RD LEWISVILLE. NC 27023 Luis R. Lomas P.E. FL No.: 62514434.60-0609 Nbnws@#bmaWcom REv15IONS REV DESCRIPTION DATE APPROVED 12" MIN 2F:LEG'13ISI 6.E A REVISED INSTALLATION DETAILS 06/Dl/15 R.L. IB REVISED NAME AND ADDRESS 10/27/16 RL. CONCRETE/MASONRY BY OTHERS 1 1/4" MIN. 1 1/4" MIN. EMBEDMENT OPTIONAL IX BUCK EMBEDMENTSEENOTES3 — 7 SHEET 1 r CONCRETE/MASONRY BACKER ROD 1/4" MAX BY OTHERS 1/4" MAX. APPROVED SHIM SPACE SHIM SPACE SEALANT OPTIONAL 1X BUCK RIGID FILLER SEE NOTES 3 — 7 RIGID FILLERSHEET1 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 SHIM SPACE MIN. SEE NOTE 3 — 7 EDGE V. SHEET 1 DISTANCE EXTERIOR r CONCRETE/MASONRY BACKER ROD BY OTHERS n 1 1 4" MIN. SEALANT APPROVED 4. EM EDMENT JAMB INSTALLATION DETAIL CONCRET&WSONRY INSTALLATION 2 1 /2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEJMASONRY INSTALLATION SIGNED: 1111512016 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. V\1111I//,, J\? R • 0 1f GRATZ, PA 17030 GENSF d+ NOTES 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. SERIES 185 ALUMINUM FIXED WINDOW 0 6 * NOT SHOWN FOR CLARITY 73" X 72" NON —IMPACT ppq` 2 PERIMETER AND JOINT SEALANT BY07HERSTOBE FINLESS INSTALLATION DETAILS WITH RIGID FILLERS E OF DESIGNED IN ACCORDANCE WITH ASTM E2112 DRAWN owe NO REV i 0 . 08 2E357 B t`•:cfOR10P' ONA 0\ \\\ SCALE DATENTS 09/03/14 7 OF 12 L. ROSERTOLOLIASP.E 1/32 WOODFORD RD LEWISVILLE NC 27023 Luis R. Lomas P.E. 434-M-OW9 Town&&@* oMSMc" FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD k APPROVED SEALANT BEHIND FLANGE EXTERIOR BACKER ROD do APPROVED SEALANT BEHIND FLANGE WOOD FRAMING OR 2X BUCK BY OTHERS r 1/2" MIN. I EDGE DISTANCE 1 1/4" MIN EMBEDMENT 1 /4" MAX. SHIM SPACE 10 WOOD SCREW INTERIOR 010 WOOD SCREW RIGID FILLER 1/4" MAX. SHIM SPACE MIN. EMBEDMENT 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE 3/4^ cMIN ^r 1/4" MAX SHIM SPACE 10 SMS OR LF DRILLING REW EXTERIOR INTERIOR 10 SMS OR SELF DRILLING SCREW BACKER ROD k RIGID FILLER APPROVED SEALANT BEHIND FLANGE 1/4" MAX F SHIM SPACE METAL STRUCTURE BY OTHERS 3/4" MIN , EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION REVISIONS REV DCSCRFWN DATE APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R.L. B REVISED NAME AND ADDRESS 1 10/27/16 R.I. NOTES' 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4" MAX. 1 1/4" MIN. 1/4" MAX. SHIM SPACE EMBEDMENT SHIM SPACEF F 1/2- MIN. 3/4" MIN. INTERIOR EDGE DISTANCE EDGE DISTANCE INTERIOR MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. S10 WOOD 10 SMS OR GRATZ, PA 17030 SCREW SELF DRILLING SERIES 185 ALUMINUM FIXED WINDOW SCREWS 73" X 72" NON -IMPACT WOOD FRAMING OR 2X BUCK EXTERIOR METAL EXTERIOR FLANGE INSTALLATION DETAILS WITHOUT FILLERS BY OTHERS BACKER ROD & STRUCTURE BY OTHERS BACKER ROD dL oRAvrN• orrG "° R APPROVED SEALANT APPROVED SEALANT J.L. 08-02357 BEHIND FLANGE BEHIND FLANGE scuE NTS D` 09/03/14 SNES8 OF 12 JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL L RORERTOLOMAS PE WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION 1432 WOODFORD RD LEW/SKLE. NC 27023 AN-688.0609 nromes kbMsnsmm SIGNED: 1111512016 1R ill ! itIo'qGENS •,P o VATP10) F"L* R10 Luis R. Lomas P.E. FL No.: 62514 RENSIDNS ' REV DESCRN1gN DOE APPROVED 2 1/2" MIN A REVISED INSTALLATION DETAILS 06/01/15 R.L. EDGE DISTANCE B REVISED NAME AND ADDRESS 10/27/16 R.L. CONCRETE/MASONRY BY OTHERS a' 1 1/4" MIN. n n• 1 1/4" MIN. EMBEDMENT OPTIONAL 1X BUCK o EMBEDMENT SEE NOTES 3 — 7 SHEET 1 o CONCRETE/MASONRY BACKER ROD do 1/4' MAX, BY OTHERS 1/4' MAX. APPROVED SEALANT SHIM SPACE o I SHIM SPACE BEHIND FLANGE OPTIONAL 1X BUCK SEE NOTES 3 — 7 SHEET 1 3/16" TAPCON v EXTERIOR INTERIOR 3/16" TAPCON INTERIOR 3/16" TAPCON BACKER ROD dL APPROVED SEALANT BEHIND FLANGE OPTIONAL 1X BUCK 1/4- MAX SHIM SPACE 2 1/2" MIN. SEE NOTE 3 — 7 EDGE a SHEET 1 DISTANCE EXTERIOR CONCRETE/MASONRY J BACKERACERR BY OTHERS n 1 1/4" MIN. SEALANT a s e• • EMBEDMENT BEHIND FLANGE JAMB INSTALLATION DETAIL n ' CONCRETEMASONRY INSTALLATION 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION NOTES: I INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 1111512016 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 J • ' E N 9SF ,1P-5 0 61 * SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT TATFLANGEINSTALLATIONDETAILSWITHOUTFILLERS0•, E OF -Ivy Fi1'.( O RIOPDRAWN' DRD NO REV 08—s0E2Er357 B SCALE DIENTS 09/03/14 9 OF 12 Luis R. Lomas P.E. FL No.: 62514 L. ROBERTO LOAIAS RE I432 WOODFORD RD LEWISVXLE, NC 27023 434-668-MM Ab=S@*#*rw$m Com 1/2" MIN. rEDGE DISTANCE WOOD FRAMING 1 1/4" MIN. METAL 3/4' MIN r EDGE DISTANCEOR2XBUCK BY OTHERS EMBEDMENT STRUCTURE BY OTHERS 1/4' MAX. SHIM SPACE 1/4" MAX. BACKER &SHIM SPACE APPROVED SEALEAL ANT BACKER ROD do BEHIND FLANGE RIGID FILLER APPROVED SEALANT RIGID FILLER 10 WOOD SCREW BEHIND FLANGE B10 SAPS OR SELF DRILLING SCREW EXTERIOR EXTERIOR INTERIOR INTERIOR 10 SMS OR 10 WOOD SCREW SELF DRILLING SCREW BACKER ROD k RIGID FILLER BACKER ROD & RIGID FILLER APPROVED SEALANT 1/4" MAX. APPROVED SEALANT BEHIND FLANGE SHIM SPACE BEHIND FLANGE 1/4• MAX F SHIM SPACE WOOD FRAMING 1 1/4" MIN METAL OR 2X BUCK BY OTHERS EMBEDMENT STRUCTURE BY OTHERS 3/4" MIN 1/2" MIN EDGE DISTANCE EDCE DISTANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. 1/4' MAX. EMBEDMENT r SHIM SPACE RIGID FILLER EDGE DISTANC / INTERIOR I 10 WOOD SCREW WOOD FRAMING OR 2X BUCK EXTERIOR BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1/4" MAX. SHIM SPACE RIGID FILLER 3/4' MIN. / INTERIOR EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS METAL EXTERIOR STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION REVISgNs REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R.L. B 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 AS TM E2112 SIGNED: 11/15/2016 MI WINDOWS ANDDOORS, LLC 1R 11 IOA, oW. wJ g EN"', GRATZ. PA 17030 VG SERIES 185 ALUMINUM FIXED WINDOW 0.6126 = 73" X 72" NON —IMPACT o/"}(7t[I•a` FLANGEINSTALLATIONDETAILSWITHRIGIDFILLERSlj0 , STATE OF DRAW* Dwc No REVB o` rS 08-02357 RI aG`` i7701/ 11111111\0 cuNTSDME09/03/14 SHEET 10 OF 12 L. ROBERTO LOMAS P E. 14. VV,V DFORDRDLEWISVILLE.NC27023 Luis R. Lomas P.E. FL No.: 62514 434-60-0609 Albrtusf}*bmasye mn CONCRETE/MASONRY BY OTHERS OPTIONAL IX BUCK SEE NOTES 3 - 7 SHEET 1 BACKER ROD & APPROVED SEALANT BEHIND FLANGE EXTERIOR BACKER ROD & — APPROVED SEALANT BEHIND FLANGE OPTIONAL IX BUCK — SEE NOTE 3 — 7 SHEET 1 CONCRETE/MASONRY — BY OTHERS 2 1/2" MIN. EDGE DISTANCE d • • 1 1/4" MIN. e EMBEDMENT 1/4" MAX SHIM SPACE RIGID FILLER 3/16" TAPCON INTERIOR 3/16" TAPCON RIGID FILLER 1/4" MAX. SHIM SPACE 1 1/4" MIN. a EMBEDMENT 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEWASONRY INSTALLATION 1 1/4" MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3 — 7 SHEET 1 3/16" TAPCON 2 1/2" MIN EDGE DISTANCE I REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R.L. B REVISED NAME AND ADDRESS 10/27/16 R.L. v I 1/4" MAX. n SHIM SPACE BACKER GID FILLER INTERIOR a ' EXTERIOR ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ. PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FLANGE INSTALLATION DETAILS WITH RIGID FILLERS DRAWN' DWG ND RO J.L. 08-02357 B E NTS — 09/03/14 s"EET l l OF 12 L ROBERTO LOMAS P.E. 1432 NOODFORD RD LEWLSVILLE, NC 27023 431.666.0609 °bmat@kWuspe C9m SIGNED: 1111512016 1 NIo 9/ i 4TAATTrrE OF i (p RIO Luis R. Lomas P.E. FL No.: 62514 REVISIONS REV DESCRIPIIDN DATE APPROVED A REVISED INSTALLATION DETAILS 06/D1/15 R.L. APPROVED B REVISED NAME AND ADDRESS 10/27/16 R.L. SEALANT BEHIND FIN 1 1/4" MIN. EMBEDMENT S6 WOOD WOOD SCREW FRAMING BY OTHERS 1 / 4" MAX. SHIM SPACE WOOD FRAMING _...{ 1/ 4" MAX 3/ 8" MIN BY OTHERS I SHIM SPACE EDGE DISTANCE 6 WOOD INTERIOR SCREWINTERIOR EXTERIOR 1/ 4" MAX I r SHIM SPACE 3/ 8" MIN EDGE DISTANCE p6 WOOD WOOD SCREW APPROVED 1 1/4" MIN. BY OTHERS FRAMING SEALANT EMBEDMENT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. EMBEDMENT V E T— APPROVED 5Al2 SEALANT BEHIND FIN EXTERIOR 3/ 8" MIN _ EDGE DISTANCE JAMB INSTALLATIQN 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 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 DRA** pwC N0. J. L. I 08-02357 SCALE NTS I OAIE 09/03/14 s"EET 12 OF 12 L. ROHERTO LOMAS P.E 1432 WOODFORD RD LEWISVILLE. NC 27023 434- W-0609 nbmas@kbmaspe mm SIGNED: 1111512016 1R 1IL O4f1i,i GEHSF.' r' TAT OF ZORI' DV" ` B i/SS ONA 11 G` Luis R. Lomos P.E. FL No.: 62514 Florida Building Code Online Page 1 of 3 t 16 PrdesthonatRegulation, SCIS Home Log In I User Registration Hot Topics ( Submit Surcharge Stats & Facts i Publications ( FSC Staff SCIS Site Map Links Search db'dpUSER. a Product Approval Public User Product Aooroval Menu > Product or AooliCation Search > AOOh4hOn List > Application Detail FL # FL15353-112 Application Type Revision Code Version 2014 Application Status Approved Comments Archived O 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 01 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 G 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 FLIS353 R2 COI FLCOI.odf 1710.5.3 Method 2 Option B http://www. floridabuilding. org/pr/pr_app_dti. aspx?param=wGE VXQwtDgtH8 5 72gvd WI S... 9/7/2017 Florida Building Code Online Page 2 of 3 Date Submitted 06/15/2015 Date Validated 06/15/201S Date Pending FBC Approval 06/21/201S Date Approved 08/19/2015 Summary of Products FL # Model, Number or Name Description 15353.1 5764 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL1S353 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.odf span: 52-1/8". Created by Independent Third Party: Yes 1S353.2 5764 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01439A.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 512063A.0df span: 83" Created by Independent Third Party: Yes 1S353.3 5765 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS353 R2 II 08-01449A.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 512073A.odf 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 FL153S3 R2 II 08-01440A.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 512064A.odf span: 83". Created by Independent Third Party: Yes 15353.S CM-18514 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS353 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: S2-1/8" x 84". Max mullion FL15353 R2 AE 512066A.odf length - 83". Created by Independent Third Party: Yes 15353.6 CM-18520 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 11 08-01451A.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 - S2-1/8" x 84". Max mullion FLIS353 R2 AE 512075A.odf 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 FLIS353 R2 11 08-01452A.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 512076A.odf span - 104-1/4". Created by Independent Third Party: Yes 15353.8 CM-18531 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS353 R2 II 08-01443A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62S14 http://wa vv.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWIS... 9/7/2017 Florida Building Code Online Page 3 of 3 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FLIS353 R2 AE 512067A.odf span - 83" Created by Independent Third Party: Yes 1S3S3.9 CM-18532 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHz: No FLIS353 R2 II 08-01453A.odf Approved for use outside HVH2: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - 52-1/8" x 84". Max mullion FL15353 R2 AE 512077A.odf span - 104-1/4" Created by Independent Third Party: Yes 15353.10 CM-18533 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVH2: No FL15353 R2 II 08-01444A.odf Approved for use outside HVH2: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R2 AE 512068A.odf span: 83" Created by Independent Third Party: Yes 15353.11 CM-18534 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHz: No FL15353 R2 II 08-01454A.odf Approved for use outside HVH2: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FLIS353 R2 AE 512078A.odf span: 104-1/4". Created by Independent Third Party: Yes Contact Lis .: 2601 Blair Stone Road, Tallahassee FL 32399 Pone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007,2013 State of Florida, :: PnyaN 5tatement :: Accessibility Statement :• Refund Statement Under Florida law, email addresses are public records If you do not want your e-mall address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 85O 487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, 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 Oepartment with an email address which can be made available to the public To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Q ® FWIN iCrc M Ce.CUiJ11':1f:71i1C5' http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=,A,GEVXQwtDgtH8572gvd WIS... 9/7/2017 NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. 6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING WINDOWS MUST BE MANUFACTURED BY MI WINDOWS AND DOORS, INC. 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW OR DOOR UNIT. 8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN 9) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT DESIGN PRESSURE TABLE INSTRUCTIONS: 1) DEFINE REOUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 2) DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH. 3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT THE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING MUST BE EOUAL OR GREATER THAN REOUIRED DESIGN PRESSURE OBTAINED IN STEP 1 TRIBUTARY WIDTH = W1 + W2 2 REVIMUS • R[V I DESCRVWM DATE •PPWAD A I REVISED INS7ALLATION DETAILS 06/10/15 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 NOTES CONFIGURATIONS AND DP CHART INSTALLATION DETAILS MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ. PA 17030-0370 5764 - VERTICAL MULLION 83" MULLION SPAN GENERAL NOTES V.L. I 08-01439 CA" NTS 0' 01/11/12 S""1 OF 3 SIGNED: 0611112015 107 3/8' COMBINED WIDTH W1 II-W2- 83" FRAME HEIGHT WINDOW WINDOW MULLION SPAN) 107 3/8" COMBINED WIDTH WI-I[-w2- BY LINFRAME HEIGHT WINDOW MULLION SPAN' 1 1L F_ 107 3/6" COMBINED WIDTH wt -II- W2 83' 1 1 WINDOW J FRAME WINDOM /WINDOHEIGHT MULLION SPAN) ` ! ! W1 IF- W2 107 3/8" COMBINED WIDTH I Desi n Pressure ratingI Mullion span (in) Tributary 18.13 25.50 width (in) 36.00 42.00 48.00 52.13 25.00 130.0 130.0 130.0 11300 130.0 13D 0 37.38 13D 0 130.0 127.2 1270 127.0 127.0 49.63 1207 943 779 738 72.1 72.0 62.00 71.0 52.2 39.7 35.9 33.4 32.3 65.63 59.6 437 330 296 274 263 72.00 44.9 32.7 24 4 21.8 19.9 190 84 00 28 1 20.3 15 0 132 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/B" COMBINED WIDTH WI -Ir W2 sa" L., 1FRAMEWINDOW HEIGHT MULLION SPAN) ! ` L /1111 F_ 107 3/B' COMBINED WIDTH W1 W2 BY 1 / WINDOW I FRAME HEIGHT /fWINDOW MULLION SPAN) N, 1 1 1 W 1 - I I- W2 107 3/8' COMBINED WIDTH REVISIONS REV I OESCRFWN I DATE I APPWAD IAIREVISEDINSTALLATIONDETAILS06/10/15 1 R.L. 101 3/B" COMBINED WIDTHFwt -{I~ W2 83' 1 WINDOW FRAME HEIGHT WNDO1 WINDOW MULLION SPAN) 1 1 1 APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107 "*AS SHOWN HEREIN. Design pressure rating (psi) with rebar -- o lion Mullion span (in) Tributary 18.13 25.50 width (In) 36.00 42.00 46.00 52.13 25.00 130.0 130.0 130.0 I 130.0 130.0 130.0 37.38 130.Q 130.0 127.2 127.0 127.0 127.0 49.63 120.7 94.3 779 738 72.1 72.0 62.00 1 92.4 70.0 53.3 48.1 44.8 43.4 65.63 80.0 58 6 44.2 39.7 367 35.3 72.00 603 43.9 32.8 292 26.7 25.5 84.00 37.7 27.3 20.1 17.7 1 16 0 15.1 LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE W1-IF-- W2 107 3/8" COMBINED WIDTH MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 5764 - VERTICAL MULLION 83" MULLION SPAN APPROVED CONFIGURATIONS AND RATING CHARTS DROW ORC NO. I REV V.L. 08-01439 A SCALE NTS I DATE 01 / 1 1 / 12 1 SHM 2 OF 3 SIGNED: 0611112015 N%S ,R ! I tOW % VGEtq- TP 1 0 625 h o(T(fATE OF OR101 L, 2 1/2' MIN EDGE DISTANCE MASONRY/CONCRETE BY OTHERS J ' ''4" MIN. EMBEDMENT 1/4" TAPCON SECT5796 0.84, 3" CLIP OPTIONAL REBAR M7000022 CLIP SECT5764 MULLION I 10 WOOD SCREW 1 3/8" MIN. EMBEDMENT WOOD FRAMING/ 1/2' MIN. 2X BUCK EDGE BY OTHERS DISTANCE VERTICAL CROSS SECTION MASONRY/CONCRETE AND WOOD FRAMING INSTALLATION NOTE, CLIPS MAY BE USED IN MASONRY/CONCRETE OR WOOD FRAMING SUBSTRATE. 3.261" 1.375" REASONS REV DESCRIPWN DATE APPR04D A REVISED INSTALLATION DETAILS 06/10/15 R.L. 3.750' 1.000" 0.375' 4 0.422" 2.032' 2.875" o" 0.84J 3' 4.000" SECT5796 CLIP 2X 00.210" FOR CONCRETE INSTALLATION ALUMINUM 6063-T5.125' THICK MT000022 CLIP 16GA (.0637 GALVANIZED STEEL 3 750" 2 189' — 1.0 0' 0 375" I 2.140" —I 25' CIL 0.843" T— 2X 00 210" I1.562" SECT5764 MULLION ALUMINUM 6005-T5.125' THICK Z62" D 0.688' SECT5796 CLIP FOR WOOD FRAMING INSTALLATION ALUMINUM 6063-75.125' THICK 1.531, SIGNED: 0611112015 MI WINDOWS AND DOORS 0%1111111/// R'•..41q I6GR0628G-2REBDRTEEL 650 WEST MARKET STREET GRATZ, PA 17030-0370 GEN&*.-f % 5764 VERTICAL MULLION DRF83MULLIONSPAN(INSTALLATION 41. DETAILSANDCOMPONENTS70TAT DRAWN: owe NO. RN 5' O. 77SSj11NA110 G`\ 08AscAEE NTS — 01/11/12 s"LV39OF 3 Florida Building Code Online Page 1 of') 1PridifesmoiiAl.Regulation SC1S Home lop In I User Registration i Hot Topics submit surcharge I Stats & Facts I Publications I FaC Staff I BCIS Site Map I Links Search d106 r Product Approval eeaa I USER. Public User Product Approval Menu > Product or Apolicanon Search > Application LKt > 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. 2S0 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 R 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. R Validation Checklist - Hardcopy Received Certificate of Independence FL13223 R3 COI RIO - Certificate of Independence, PDF Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2007 ASTM E330 2002 EQuivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13223 R3 Eouiv ASTM C1186 Eouivalencv Sioned.Ddf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvRk6bsvZ66FC... 9/7/2017 Florida Building Code Online Page 2 of 31 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised SummarV of Products Method 1 Option D 08/17/2015 08/26/2015 09/07/2015 10/16/2015 08/09/2017 FL # Model, Number or Name Description 13223.1 Cempanel Siding fiber -cement panel siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13223 R3 11 ER RIO-2SS6-15 Panel metal-wood.odf FL13223 R3 II ER RIO-2578-15 Panel to Furrino.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes FL13223 R3 II Install Cemoanel Sidino.odf Design Pressure: N/A FL13223 R3 11 NOA 15-0122.04.odf Other: For use inside a HVHZ Install in accordance with Verified By: Intertek Testing Services NA Ltd. NOA 15-0122.04 Created by Independent Third Party: No Evaluation Reports FL13223 R3 AE ER RIO-2556-15 Panel metal-wood.Ddf FL13223 R3 AE ER RIO-2578-15 Panel to Furrino.odf FL13223 R3 AE NOA 15-0122.04.odf Created by Independent Third Party: Yes 13223.2 HardiePanel Siding fiber -cement panel siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes F1_13223 R3 II ER RIO-2556-15 Panel metal-wood.Ddf FL13223 R3 II ER RIO-2578-15 Panel to Furrino.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes FL13223 R3 II Install HardiePanel Sidino.odf Design Pressure: N/A FL13223 R3 II NOA 15-0122.04.Ddf Other, For use inside a HVHZ install in accordance with Verified By: Intertek Testing Services NA Ltd. NOA 15-0122.04. Created by Independent Third Party: No Evaluation Reports FL13223 R3 AE ER RIO-2S56-15 Panel metal-wood.odf FL13223 R3 AE ER RIO-2578-15 Panel to Furrino.odf FL13223 R3 AE NOA 15-0122.04.odf Created by Independent Third Party: Yes 13223.3 Prevail Panel Siding fiber -cement panel siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13223 R3 II ER RIO-2556-15 Panel metal-wood.odf FL13223 R3 II ER RIO-2578-15 Panel to Furrino.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL13223 R3 11 Install Prevail Panel Sidino.odf Design Pressure: N/A FL13223 R3 it NOA 15-0122.04.odf Other: For use inside a HVHZ install in accordance with Verified By: Intertek Testing Services NA Ltd. NOA iS-0122.04. Created by Independent Third Party: No Evaluation Reports FL13223 R3 AE ER RIO-2556-15 Panel metal-wood.odf FL13223 R3 AE ER RIO-2578-15 Panel to Furrina.odf FL13223 R3 AE NOA 15-0122.04.odf 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 mall to this entity. Instead, contact the office by phone or by traditional mad. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S must provide the Department with an 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 clock here . Product Approval Accepts: tirl http://w Arw.floridabuilding.org/pr/pr_app_dtl.aspic?param=wGEVXQwtDgvRk6bsvZ66FC... 9/7/2017 Florida Building Code Online Page 3 of 3 Cred'k Card Safe http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQa,tDgvRk6bsvZ66FC... 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 HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 TABLE OF CONTENTS PAGE COVER PAGE 1 EVALUATION SUBJECT 2 EVALUATION SCOPE 2 EVALUATION PURPOSE 2 REFERENCE REPORTS 2 TEST RESULTS 3 TABLE 1A, RESULTS OF TRANSVERSE LOAD TESTING 3 TABLE 1B, SHEAR VALUES 3 DESIGN WIND LOAD PROCEDURES 4 TABLE 2, COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p 4 TABLE 3, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 5 TABLE 4, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C 5 TABLE 5, ALLOWABLE STRESS -DESIGN C&C PRESSURES EXPOSURE D 5 TABLE 6, ALLOWABLE WIND SPEED (MPH) FOR HARDIEPANEL SIDING 6-7 LIMITATIONS OF USE 7 AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ASCE 7-10, THE 2014 FLORIDA BUILDING CODE, AND THE 2012 INTERNATIONAL BUILDING CODE. PREPARED BY: RONALD I. OGAWA & ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH., CA 92649 714-292-2602 714-847-4595 FAX RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET 9443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-647-4595 FAX PROJECT: RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@)ameshardie.com EVALUATION SUBJECT HardiePanelO Siding James Hardie Product Trade Names covered In this evaluation: HardiePanel®Siding, Cempanel®Siding, PrevailTM 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 naAs or screws. REFERENCE REPORTS: 1. Intertek Report 3067913 (ASTM C1186) Material properties HardiePanef Siding 2. Ramtech Laboratories Report I0-1270-94 (ASTM E330) Transverse load Test, S116' Thick by 48 inch wide HardePanel Siding installed on 2X4 Hem -Fs wood skids 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 wile HardiePanel Skiirg Installed on 2X4 Hem -Fir wood studs spaced at 24 inches orreerner with a 6d common galvanized nail 4. Ramtech Laboratories, Inc. Report 10868-97/1475 (ASTM E330) Transverse Load Test, S/16' Thick by 48 Inch wide HardiePanel Siding installed an 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 S. Ramtech Laboratories. Report IC-1054-89 (ASTM E330) Transverse Load Test, 1/4' Tick by 48 inch wide HardiePanal Siding installed an 20gauge Metal studs spaced at 16 inches an center with a No.8 X 1 in. kxg X 0.323 in head diameter ribbed bugle head screw 6. Ramtech Laboratories, Report IC-1055-89 (ASTM E330) Transverse Load Test, 1/4' Thick by 48 Inch wide HardiePanel Siding installed on 20gauge Metal studs spaced at 24 inches on center with a No 8 X 1 in. long X 0.3231n head diameter ribbed bugle head screw 7. Ramtech Laboratories, Report 11149-98/1554d (ASTM E330) Transverse Load Test. 1/4' Thick by 48 Inch wide HardiePanel Siding installed on 20gauge Metal studs spaced at 16 and 24 inches on center with a ETSF 0.100 in. knurled shank X 1.S in. long X 0.25 in. head diameter pin fastener 8. Ramtech Laboratories Report IC-1273-94 (ASTM E72) Racking Shear Test, 5116' Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 16 inches on center with a 6d common galvanized nail 9. Ramtech Laboratories Report IC-1274-94 (ASTM E72) Racking Shear Test, 6116' Thick by 48 inch wide HardiePanel Sidvg installed on 2X4 Hem -Fir wood studs spaced at 24 inches an corner with a 6d common galvanized nail 10. Ramtech Laboratories, Inc. Report 10868-97/1475 (ASTM E72) Racking Shear Test. 5116' Thick by 46 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 king ring shank nail 11. Ramtech Laboratories Report IC-1057-89 (ASTM E72) Racking Shear Test, 5116' Thick by 48 inch wide HardiePanel Siding installed on 2X4 Ham -Fa wood studs spaced at 16 and 24 inches on center with a No 8 X 1 in. king X 0.323 in head diameter ribbed bugle head screw 12. Ramtech Laboratories Report 11284-99/1580 (ASTM E72) Racking Shear Test, 5/16' Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 16 and 24 inches on comer with a ET&F 0.100 in knurled shank X 1.5 on. long X 0.25 in. head diameter pin fastener 2412 9 arnrc 0"%-AO R ERED JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com TEST RESULTS: Table Ia, Results of Transverse Load Testing RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-8474595 FAX PROJECT: RIG-2556-15 Fastener Spacing in.l Allowable Frame Ultmtate Design Thickness Width Spacing Perimeter Field Load Load' Report Number Test Agency in.) in.) Frame T in.) Supports Supports Fastener T PSF) PSF IC-1270-94 Reattach 0.3125 48 2X4 wood Hem -Fir 16 6 6 6d common 149 49.7 IC-1270-94 Ramtech 03125 48 2X4 wood Hem -Fir 16 4 4 6d common 236 78.7 IG1271-94 Reattach 03125 48 2X4 wood Hem -Fir 24 6 6 6d common 94 31.3 IC-1271-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 24 4 1 4 6d common 143 47.7 10868-9711475 Ramiech 0.3125 48 2X4 wood, SG Z 0.36 16 4 e 4d. 0.091 in. shank X 0.225 In. 90 30.0 HD X 1.5 in. king ring shank nail Min. No. 20 gauge X 3.625 in. X Min No 8 X 1 in. long X 0.323 in IC-1054-M Ramtech 0.25 48 16 6 6 head diameter ribbed bugle 169.9 56.6 1.375 In metal stud head screw Min• No 8 X 1 in. log X 0.323 in IG1055$9 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 heed screw ET&F 0.100 N. knurled shank X 11149.98/1554d Ramtech 03125 gauge X 3.625 M. XMinNo. 20 20 24 4 8 1.5 in. long X 0.25ttrL head 170 56.7 in metal stud diameter pin fastener Min. No. 20 gauge X 3.625 In. X ET& F 0.100 In. knurled shank X 11149. 98/1554d Ramiech 03125 48 16 4 8 1.5 in. long X 0.25 to head 101 33.7 1. 375 in metal stud diameter pin fastener 1. Allowable Loaa is the uiumale Loaa alloea by a Factor of salary Of J. 2. HardiePanel Siding complies with ASTM C 1186. Standard Spedflas on for Grade If,. Type A Non -asbestos Fdw-Cement Fla(Sheels. Table 1b, Shear Values Allowable Loads In Pounds Per Lineal Foot for Panel Shear Walls ''= Fastener Spacing i Frame UOsnate Allowable Thickness Width Spacing Perimeter Field Load3 Load' Report Number Test Age in.) on.) Frame T in.) Supports Supports Fastener T Pit) IC- 1273.94 Reattach 0.3125 48 2X4 wood Hem -Fir 16 6 6 6d common 603.8 201.3 IG1273. 94 Ramtech 0.3125 48 2X4 wood Hem -Fir 16 4 4 6d common 698.8 232.9 IG1274- 94 Ramtech 0.3125 48 2X4 wood Hem -Fir 24 6 6 6d common 460.0 153.3 IG1274- 94 Reattach 0.3125 48 2X4 wood Hem -Fir 24 4 4 6d common 637.5 212.5 4d, 0.091 in. shank x 0 in. 10868- 9711475 Ramtech. 0.3125 48 2X4 wood, SG 2 0.36 16 4 e kS HDX1.5 in b shank nag 595.4 198.5 Min No 8 X 1 in. king X 0.323 in IG1057 89 Ramtech 0.25 48 Min. No 20 gauge X 3.625 in X 16 & 24 6 6 head diameter ribbed bugle 9900 123.8 1. 375 in metal stud head screw Min. No. 20 gauge X 3.625 in. X ET& F 0.100 in: knurled shank X 11284 99/1580 Reattach 0.3125 48 1. 375 in metal stud 16 4 8 1.5 in. long X 025 in head 1227.0 153.4 diameter pin fastener ETtiF 0.100 in. knurled shank X 11284- 99/1580 Ramtech 0.3125 48 Mn No. 20,gatge X 3.625 in. X' 24 4 8 1.51n. long X 0.25 in. head 1060.0 132.5 1 375 in metal stud diameter pin fastener 1. AD board edges shall be supported by framing. Panels shall be applied with the long dimension either parallel or perpendicular to studs. 2. The ma:imum.height-to-length ratio for construction in this Table is 2:1. 3. In the steel framed assemblies the allowable load is based on the average load at 1/8 Inch net deflection. RONALD I.OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET A443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com DESIGN'WIND LOAD PROCEDURES: Fiber -cement siding transverse bad rapacity (wind bad capacity) is determined via compliance testing to transverse load national test standards. Via the transverse load testing an allowable design load is determined based on a factor of safety of 3 applied to the ultimate test load. Since the allowable design bad is based on factor of safety of 3, allowable design loads on fiber -cement siding correlate directly to required design pressures for Allowable Stress Design, and therefore should be used with combination loading equations for Allowable Suess Design(ASD). By using the combination loading equations for Allowable StressAesign (ASD), the tested allowable design loads for fiber -cement siding are aligned with the wind speed requirements in ASCE 7. 10 Figure 26.5.1A, Figure 26.5-1B, and Figure 26.6.1C. For this analysis, to calculate the pressures in Tables 3.4, and 5, the load combination will be in accordance with ASCE 7-10 Section 2.4 combfning nominal loads rising allowable stress design, bad combination 7. Load combination 7 uses a bad factor of 0.6 applied to the wind velocity pressure. Equation 1, q,=0.00256'K.'Kn'Ka'V2 Equation 2, rat. ASCE 740 equation 30.3-11 c6 , velocity pressure at.heght z V, , velocity pressure exposure coefficient evaluated at height z K, . topographic factor V.. wind directionality factor V , basic wind speed (3-second gust MPH) as determined from (2012 IBC, 2014 FBC) Figures 1609A, B. or C; ASCE 7-10 Figures 26.5-1A, S. or C V=Vie (rot. 2012 IBC 6 2014 FBC Socdon 16021 dornU/ons) V,m , ultimate design wind speeds (3-second gust MPH) determined from (2012 IBC, 2014 FBC) Figures 1609A, B, or C; ASCE 7.10 Figures 26.5-1A0. B. or C Equation 3, p=q,'(GCp-GCo) (mt. ASCE 7-10 equation 30.6-1) GCp , product of external pressure coefficient and gust -effect factor GCd , product of internal pressure coefficient and gust -effect factor p , design pressure (PSF) for siding (allowable design load for siding) To determine design pressure, substifuld q, into Equation 3, Equation 4, p=0.00256'K; K,'Kd'V."(GCp-GC.) Allowable Stress Design, ASCE 7-10 Section 2.4.1, load combination 7 Equation 5, 0.6D + 0.6W (rot. ASCE 7.10 section 24.1, load combination 7) D , dead bad W , wind load To determine the Allowable Stress Design Pressure, apply the load factor for W (wind) from Equation 4 to p (design pressure) determined from equation 4 Equation 6, p.,d = 0.6'(p) Equation 7, pad = 0.6'10.00256'K; Kn Kd'V. (GCy-GCyn Equation 7 is used to populate Table 3, 4, and 5. To determine the allowable ultimate basic wind speed for Harde Siding in Table A solve Equation 7 for V,, Equation 8, V,. = (pppW0.6'0.00256'Kt Ka,'Kp'(GCg-GCy))Q6 Applicable to methods specified in Exceptions 1 through 3 of 1207218C, 2014 FBC) Section 1609.1.1, to determine the allowable nominal design wind speed (Vasil) for Hardie Siding in Table 6, apply the conversion formula below. Equation 9, Vad = VA' (0.6)u (rat.. 2072 IBC ti 2014 FBC Section 1609.3.1) V.,a . Nominal design wind speed (3-second gust mph) (rot. 2012 IBC 4 2014 FBC Section 1602.1) Table 2, Coefficients and Constants used in Determining V and p, K, Wan Zone 5 Height (ft) Exp B Exp C Exp 0 Kr: Kd GC GC 0.15 0.7 085 1.03 h560 1 0.85 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 0.78 30 0.7 0.98 1.16 1 0.85 1.4 0.18 35 0.73 1.01 1.19 1 0.85 1.4 0.18 40 0.76 1.04 1.22 1 0.85 1.4 1 0.18 45 0 785 1.065 1 1.245 1 0.85 1.4 0.18 50 0.81 1.09 1 1.27 1 0.85 1.4 0.18 55 0.83 1.11 1.29 1 0.85 1.4 0.18 60 0.85 1.13 131 1 0 85 1.4 0.18 100 0.99 126 143 h>601 1 1 0.85 1.8 0.18 RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIG-2556-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com Table 3, Allowable Stress Design - Component and Cladding (C3C) Pressures (PSF) to be Resisted at Various Wind Speeds 'Wind Exposure Category B. Wind S 3-secondgust) 100 105 110 115 120 130 140 150 160 1 170 180 190 200 210 Height (it) B 8 B B B B 8 B B 8 B B B 8 0-15• 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 20 14.4 15.9 17.5 19.1 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 63.7 25 14.4 15.9 17.5 19.1 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52-1 57.8 63.7 30 14.4 15.9 17.5 19.1 20.8 24A 28.3 32.5 37.0 41.7 46.8 521 57.8 63.7 35 15.1 16.6 18.2 19.9 21.7 25.4 29.5 33.9 38.6 43.5 48.8 54.4 60.2 66.4 40 15.7 17.3 1 -190 20.7 226 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 69.1 45 16.2 17.9 19.6 21.4 23.3 27.4 31.7 36.4 41.5 46.8 52.5 58.5 64.8 71.4 50 16.7 18.4 20.2 22.1 24.1 28.2 32.7 37.6 428 48.3 54.1 60.3 73.7 55 17.1 18.9 20.7 22.6 24.7 28.9 33.6 38.5 43.8 49.5 55.5 61.8 j-68' 75. 512823 . 3 .8 36.9 43.3 502-57.6 65.5 4.0 2.9 924 1129 Table 4, Allowable Stress Design - Component and Cladding (C3C) Pressures (PSF) to be Resisted at Various Wind Speeds •Wind Exposure Category C. Wind S 3-secondgust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height it C C C C C C C C C C C C C C 0.15 17.5 19.3 21.2 23.2 25.2 29.6 34.4 39.5 4.9 50.7 56.8 63.3 70.1 77.3 20 18.6 20.5 22.5 24.6 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 81.9 25 19.4 21.4 23.5 25.6 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 85.5 30 202 22.3 24.5 26.7 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 89.2 35 20.8 23.0 25.2 27.6 30.0 35.2 40.8 46.9 53.3 60.2 675 75.2 83.3 91.9 40 21.5 23.7 1 •26.0 28.4 30.9 36.3 42.0 48 3 54.9 62.0 69.5 77.4 85.8 94.6 45 22.0 242 26.6 29.1 31.6 37.1 43.1 49.4 56.2 63.5 71.2 9 50 22.5 24.8 27.2 29.7 324 38.0 44.1 SOJ3 57.E 65.0 72.9 2 55 22.9 25.2 27.7 30.3 33.0 38.7 44 9 51.5 58.6 66.2 74.2 M-91. 060 100 32.6 359 39.4 43.1 46.9 55.0 63.8 73.3 63.4 94.1 105.5 6 Table 5, Allowable Stress Design • Component and Cladding (C3C) Pressures (PSF) to ba Resisted at Various Wind Speeds -Wind Exposure Category 0, Wind Speed 3-secondgust) 100 105 110 1t5 120 130 140 150 160 170 180 190 200 210 Height (tt) D D D D 0 0 D D D D D D D 0 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 26A 29.0 31.6 34.5 40.4 46.9 53.8 61 3 692 77.5 86.4 95.7 105.5 35 24.5 27.1 29.7 32.5 35.3 41.5 48 1 55.2 62-8 70.9 79.5 88.6 98.2 108 3 40 25.2 27.7 30.5 33.3 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 111.0 45 25.7 28.3 31.1 34.0 37.0 43.4 50.3 57.8 65.7 74.2 83.2 92.7 102.7 113.3 50 26.2 28.9 31.7 34.6 37.7 4.3 51.3 58.2 67.1 75.7 84.9 94.6 A04.8 115.5 55 26.6 29.3 32.2 35.2 38.3 45.0 52.2 59.9 68.1 76.9 86.2 96.1 106.4 117A 100 37.0 40.8 44.7 48.9 53.2 62.5 72.5 83.2 94.E AAA.8 119.8 133.4 147.9 163.0 Tables 3, 4. and 5 are be 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 lnfb@jameshard.ie.com Table 6, Allowable Wind Speed (mph) for HardiePanel Siding (Analytical Method in ASCE 7.10 Chapter 30 CSC Part 1 and Part 3)° ,O``\`\`,ytOGlq'Y/'/i Q:.p.S1FIC.a s9 2012/8c, 2014 Fsc zon rec, 2014 Fsc G f 4 , 24 1 21 ' 9 •• STATE F /. Vi •••,io alo Q:'vQ t.S'•r IRED ,, •• c •• • • • •\ `\ dill 11111 Cxtfelema used In Table 6 calculations for V. Allowable, Ultimate Design Wind, Speetl, 3-second gust mph) Allowable, Nominal Design Wind. Speed, 5A. 3-second gust mph) Applicable to methods 8C, specified F in I Secti012 on201dfeClSection 1609.1.1 as determined 1201218C, 2014 FBC] fi urea 1609h e, or C9 A,ppticable40 MGNoas through ed 3of ("218 . 2014 609. FBCSection 1609. 1.t. Wind exposure category Wind a ure category Siding Kr Product Product Thickness inches) Width inches) Fastener Type Fastener Spacing Freme Type Stud Spacing inches) Buflding 1 Height'' feet) B C D B C O alo- able Design Load PS) Exp 8 S* C d013 Ka W, C+Ca HardiePaneM 5/16 48 6d common 6 2X4 wood Hem - Fir 16 0- 15 186 168 153 144 130 118 49.7 0.7 085 h660 1 0.85 1.4 0.18 20 196 164 149 144 127 116 49.7 0.7 0.9 1 0.85 1.4 0.18 25 186 160 147 144 124 114 49.7 0.7 0.94 1 085 1.4 0.18 30 186 157 144 144 121 112 49.7 0.7 0.98 1 0.86 1.4 0.18 35 182 154 142 141 120 110 49.7 073 1.01 1.19 1 085 1.4 0.18 40 178 152 141 138 118 109 497 0.76 1.04 122 1 0.85 1.4 018 45 175 150 139 136 117 108 49.7 0.785 1.065 1245 1 O85 1.4 0.18 50 172 149 138 134 115 107 49.7 0.61 1.09 127 1 0.65 1.4 0.1e 55 170 147 137 132 114 106 427 0.83 1.11 129 1 0.86 1.4 0.18 60 168 146 136 130 113 105 42.7 0.85 1.13 1.31 1 0.85 1.4 0.18. 100 139 124 116 108 96 90 49.7 0.99 128 1.43 h>60 1 I OAS 1.8 0.16 HardiePanel® 5116 48 6d common 4 2X4 wood Hem - Fir 16 0- 15 233 212 192 1 181 164 149 78 7 07 0.85 103 h160 1 0 85 AA 0.18 20 233 206 188 181 159 146 78.7 0.7 0.9 1.08 1 0.85 1.4 0.18 25 233 201 185 181 156 143 78.7 0.7 0.94 1.12 1 OAS 1.4 0.18 30 233 197 181 181 153 140 78.7 0.7 0.98 1.16 1 0.85 1.4 0.18 35 229 194 179 177 151 139 78.7' 0.73 1,01 1.19 1 0.85 1.4 0.18 40 224 192 177 174 148 137 78.7 0.76 1.04 1.22 1 O.SS 1.4 0.18 45 220 189 175 171 147 136 767 0.785 1.065 1245 1 0.85 1.4 0.18 50 4 187 173 3 145 134 76.7 081 109 27 1 085 14 018 55 214 185 172 166 144 133 79.7 0.63 1.11 129 1 0.85 1.4 018 60 212 184 171 164 142 132 78.7 0.95 1.13 1.31 1 0.85 14 018 100 175 155 146 136 120. 113 78.7 0.99 126 1.43 h>60 1 0.85 1.8 0.1e HardiePanel® 5/16 46 common 6 2X4 woad Hem• Fir 24 0- 15 147 134 121 114 103 94 31.3 0.7 085 1.03 hs60 1 0.85 1.4 018 20 6.7 130 119 32659 101 92 31.3 0.7 0.9 1.08 1 5as 1.4 0.18 25 7 127 116 5 98 90 31.3 0.7 0.94 1.12 1 0.85 1.4 O.1e 30 147 124 114 114 96 89 313 0.7"1. 261'.43 18 1 0.85 14 018 35 144 123 113 112 95 87 31.3 07319 1 0.85 1.4 0.18 40 141 121 112 109 94 86 313 0.762 1 0.16 45 139 119 110 108 92 86 31.3 0.78545 1 0.18 50 137 118 109 106 91 85 31.3 0.817 1 o. e5.i Oto 55 135 117 108 105 91 84 3t 3 0.839 0.16 60 134 116 108 103 90 83 31.3 0.8531 1 0.18 100 ill 98 92 86 76 71 31.3 0.983 h>60 1 0.85 1.8 0.18 HardiePanel® 5/16 48 common 4 2X4 wood Hem - Fir 24 0- 15 182 165 150 141 128 116 47.7 0.7 085 1.03 MOO 1 0.85 1.4 0.18 20 182 160 146 141 124 113 47 7 07 0.9 108 1 0.85 1.4 O.ie 25 182 157 144 141 121 1 / 1 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 1.66 1 0.85 1.4 016 35 178 151 139 138 117 108 477 073 10t 1.19 1 0.85 1A 018 40 174 149 138 135 116 107 47.7 0.76 1,04 122 1 0.85 1.4 0.18 45 172 147 136 133 114 106 1 47.7 0.785 1.0651 1.245 1 0.85 1.4 0.18 50 169 146 135 131 113 105 1 47.7 0.81 1.09 127 1 0.95 1.4 318 55 167 144 134 129 112 104 47.7 0.83 1.11 129 1 0.85 14 018 60 165 143 133 128 ill 103 47.7 0.95 1.13 1.31 7 0.85 1.4 018 100 137 121 114 106 94 88 47.7 0.99 126 1.43 h>80 1 085 1.8 0.18 HardiePanel® 5116 48 4d, 0.091 in. Shenk X 0. sha in. HD X 1 in in. long ring shank nail 4 edge 8 field 2X4 wood SG20. 36 16 0. 15 144 131 119 112 101 92 30 0 07 0.85 1 03 hS60 1 005 14 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 87 300 07 0.es t.16 1 0.85 L4 018 35 141 120 ill 109 93 86 30,0 073 1.01 1.19 1 0.85 1.4 0.18 40 138 118 109 107 92 85 30.0 0.76 1,04 1.22 1 0.85 14 0.18 45 136 117 108 105 91 84 30.0 0.785 1.065 1.245 1 0.85 1.4 0.18 50 134 116 107 104 89 83 30.0 0.81 1.09 127 1 0.65 1.4 0.18 55 132 114 106 103 89 82 30.0 0.83 1.11 1.29 1 0.85 1.4 O 18 60 131 113 105 101 a8 82 30,0 0.85 113 1.31 1 0.85 1.4 0.1e too 108 96 90 Bd 74 70 30.0 0.99 126 1.43 h>80 1 0.85 1.e 018 RONALD 1.OGAWA ASSOCIATES, INC. 16835 ALGONOUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-8474595 FAX PROJECT: RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 lnfo@jameshardie.com tt tt1UO IC11gjI i7iqh Q`;c RSIFIC,gr;9 2012IBC, 2014 FBC 20121BC, 2014 FBC 2412 Allowable, Ultimate Design Wind, Speed, Allowable, Nominal Design Wind. Speed, V.4, V.06A STATE FP. 3-second gust mph) 3-second gust mph) Applicable to mallowsspecifieRIO,p: f9C12012C. 2s tectioanspecified Applicable to methods j G```• 2014 through 3 x t°o`,srEi4EQ 411111609.1.1 as determined 12012 IBC, 2014 FBC) 2014 FBC) Sectione 1 a Figures 1609A. B, or CCoamclanis 1609.1.1. used.in Table 6 calculations for V. Wind exposure category Wind exposure category siding K Product Width Fastener Fastener Frame Stud Building amble Dew" Product Thicknesshicks inches) Type Spacing Type Spacing Heightt•1 8 C D B C D Load s) inches) feet) PSF) Exp B Em C Esp D K. Ki GC, GC, 0.15 198 190 163 153 139 126 S6.6 0.7 0.95 1.03 hs60 1 R.85 1.4 018 Min. No B X 20 198 175 159 153 135 123 56.6 0.71 0.9 1.00 1 085 1.4 0.18 25 198 171 157 153 132 121 1 -56.6 0.7 0.94 1.12 t OAS 14 0.16 1 in. long X Min. No. 30 198 167 154 153 130 119 1 •56.6 0.7 0.98 1.16 t 0.85 IA 0.19 0.323 in 20 gauge 35 194F162 152 150 128 118 56.6 073 101 1.19 1 0.85 1.4 0.18 faced X 3.625 40 190 150 147 126 116 56.6 0.78 1.04 122 1 0.85 1.4 0.16HardiePanelb11448 diameter 6 in. X 16 45 197 148 145 124 115 56.6 0.785 1.065 1245 1 0.85 IA 0.18 cabbed 1.375 in 50 184 147 143 123 114 56.6 0.61 1.09 1.27 1 0.85 14 018 bugle head metal 55 182 146 141 122 113 56.6 0.83 1.11 129 1 0.85 IA 0.16 scrawl stud 60 180 145 139 121 112 56.6 0.85 1.13 1.31 1 0.85 1.4 0. 1810014912411510296S6.6 0.99 126 1.43 h>80 1 0.85 1.8 018 0.15 146 120 113 102 93 306 0.7 0.85 1.03 hs60 t 0.85 1.4 0.18 20 146 128 117 113 99 91 30.6 0.7 09 1.06 1 0.a5 1.4 0.18 Min. No 8 Min. No. 25 146 126 115 113 97 e9 306 0.7 0.94 1.12 1 0.85 1.4 0.18 1 in. long X 20 gauge 30 146 123 113 113 95 a8 30.6 0.7 0.98 1.16 1 0.85 14 0.18 0223 in X 3.625 35 143 121 112 110 94 as 30.6 0.73 1.01 1.10 1 OAS 14 0.16 HardiePanel® 114 48 head diameter 6 in. X 24 40 140 119 110 108 93 85 30.6 0.76 1.04 122 1 0.85 1.4 0.1a 45 137 118 109 106 91 a5 306 0.785 1,061 1241 1 0.95 14 0.18 ribbed 1.375in 50 135 117 108 105 90 84 30.8 0.61 1.09 127 1 Offs 1.4 0.18 hebuglehead metal 55 134 116 107 104 90 83 30.6 0.63 1.11 1.29 1 0.e5 14 0.18studscrawl 60 132 115 106 102 89 82 30.6 0.85 113 t.31 1 0.65 14 0.1e 100 109 97 91 85 75 70 30.6 0.99 126 1.43 h>60 1 0.95 1.8 0.18 0-15 198 180 163 153 139 127 56.7 07 0.85 103 hs60 1 0.95 1.4 018 ETaF 20 198 176 160 153 135 124 56.7 0.7 0.9 T08 1 OAS IA 0.18 0.100 in. Min. No. 25 198 17l 157 153 132 121 56.7 0.7 1 0.94 1.12 1 0.95 1.4 0.1e knurled 20 gauge 30 198 167 154 153 130 119 56.7 0.7 1 0.98 1.16 1 085 1.4 0.18 shank X X 3.625 35 194 165. 152 150 128 118 56.7 0.73 1.01 1 1.19 1 0.85 1.4 1 0.1e HardiePanelb 5/16 48 1.5 in long 4 edge in. X 16 40 190 163 150 147 126 116 56.7 0.76 1.04 122 1 0.85 1.4 0.18 X 0.25 in. 8 field 45 187 161 149 145 124 115 567 0 785 1.065 1245 1 0.85 2114head1.375 in 50 184 159 147 143 123 114 58.7 0.61109 727 1 0.e5 1a r.,. diameter metal 55 182 157 146 141 122 113 56.7 0.83 1.11 129 1 O.a5 1.4 Pin stud 60 180 156 145 139 121 112 56.7 0.85 1.13 1.31 1 085 1.4 fastener= 100 149 132 124 115 102 96 56.7 0.99 126 1.43 h>80 1 0.65 t.e 0.18 0-15 153 139 126 118 107 98 33.7 0.7 0.85 1.03 hs60 1 0.85 14 0.18 ET6F 20 153 135 123 118 104 95 33.7 0.7 0.9 1.06 1 0.65 1.a 0.18 0.100 in. Min. No. 25 153 132 121 118 102 94 33.7 0.7 0.94 1.12 1 0.e5 1.4 0.16 knurled 20 gauge 30 153 129 119 119 100 92 33.7 0.7 0.98 1.16 1 0.e5 14 0.16 shank X X 3.625 35 150 127 117 116 99 91 33.7 0.73 1.01 1.19 1 Us 1.4 0.18 HardiePanel® 5/16 48 1.5 in. long 4 edge in. X 24 40 147 125 116 114 97 90 33.7 0.78 104 1.22 1 0.65 t.4 0.18 X 0.25 in. 8 field 1.375 in 45 144 124 115 112 96 89 33.7 0.785 1.065 1.245 7-0-as- 1.4 O.tB heed diameter metal 50 142 122 113 110 95 88 33.7 0.61 1.09 I.27 1 085 14 O18 55 140 121 113 109 94 87 33.7 0.83 1.11 1.29 1 0.85 14 0.18stud pin f85tene 139 120 112 107 93 87 33.7 0.85 1.13 1.31 t 0.85 t.d O.tB 100 1 115 102 95 89 1 79 74 133.7 0.99 126 1.43 h>60 I 1 10.65 1.8 0.18 1. SCrews shall penetrate the metal framing at least Inree lull threads. 2. Knurled shank pins shall penetrate the metal framing at least 1/4 inch. 3. Building height = mean roof height (in feet) of a building, except that eave height shall be used for roof angle O less than or equal to 10' (2-12 roof slope). 4. Vult = the ultimate design wind speed (3-second gust mph) as determined by 12012 IBC, 2014 FBC) Figures 1609A, 16098, or 1609C; ASCE 7-10 Figures 26.5-IA, 26.5-18, or 26.5.1C 5. Vasd c the nominal design wind speed applicable to methods specified in Exceptions 1 through 3 of 12012 IBC, 2014 FBC] Section 1609.1.1. 6. The wind speeds in 12012 IBC, 2014 FBC] Figures 16DK 1609E and 1609C are ultimate design wind speeds. Vult, and shall be convened in accordance with [2012 IBC, 2014 FBC] Section 1609.3.1 to nominal design wind speeds, Vasd, when the provisions of the standards referenced in 12012 IBC, 2014 FBC] Section 1609.1.1. Exceptions 1 through 3 are used. 7. Unear interpolation of building height.end wind speed is permitted. 8 Wind speed design assumptions per Analytical Method -in ASCE.7-10 Chapter 30 C&C Part 1 and Pan 3: Ke=1, K4=0.85, GC.=1.4 (hs60), GCo 1.8 (h>60), GC0=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 JAMES HARDIES BRAND FIBER -CEMENT PANELS TO WOOD FURRING SOLUTIONS - JAMES HARDIE BUILDING PRODUCTS,JNC. 10901 ELM AVENUE t• FONTANA. CA 92337 _ TABLE OF CONTENTS COVER PAGE - _ PAGE - 1 EVALUATION SUBJECT 2' EVALUATION SCOPE 2 EVALUATION PURPOSE 2 REFERENCE REPORTS ` ' , _ _ 2, TEST RESULTS .2. TABLE 1A, RESULTS OF TRANSVERSE LOAD TESTING - - 2' TABLE.1 B. ANALYSIS OF ALLOWABLE LOAD FOR #8 SCREW AT 10* O.C. _. 2-_ JUSTIFICATION OF USING THE RESULTS ON.UGHT GAUGE STEEL FRAMING 2 DESIGN WIND LOAD PROCEDURES g, TABLE 2, COEFFICIENTS AND CONSTANTS USED IN DETERMINING VANO p 4 TABLE•3, ALLOWABLE STRESS, DESIGN C&C PRESSURES EXPOSURE B 4 TABLE A. ALLOWABLE STRESS DESIGN.C&C•PRESSURES EXOOSURE.0 4 TABLE 5• ALLOWABLE STRESS DESIGN C&C-PRESSURES EXPOSURE D _ ' . 4: , TABLE,6, ALLOWABLE WIND SPEED (MPH)'FOFt HARDIEPANEL SIDING - 5.6 AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS AREJN-COMPLIANCE 1VRH THE. REQUIREMENTS OF THE ASCE 7-10, THE 2014 FLORIDA BUILDING CODE, AND THE 2012 INTERNATIONAL BUILDING CODE. PREPARED BY: - - RONALD 1. OGAWA&ASSOCIATES, INC.. _ 16835 ALGONOUIN STREET 0"3' HUNTINGTON BEACH, CA92819 714-292-2602' - 714-847.4595 FAX- Ito Klj STATE CC POP 0 RONALD 1. OGAVW ASSOCIATES, INC. 16M ALGONOIl81 STREET 0443 HUNTINGTON BEACH, CA 92549 1) 714-M-260Z; (F) 714-847.4M PROJECT: RIO.2578.15 EVALUATION SUBJECT Nardl4Pano19 Siding James Heidle Product Trade Names eoverad In 06 evalualion: HamiePenew SKIM. cownil Siding. Pra4al1e Pand Sdm EVALUATION SCOPE: ASCE 7-10 2014 Raids Ow"a p Cade 2012 writ aural wading Cade 2022 b a ma5anal Raddenual Cade EVALUATION PURPOSE: Ttia WAIII4 is to datamine the ma*fwm dsalpt 34scano Otat wbd speed to be mWaled by an aasemby of HafdiePww ICemPa'e1 Pfer41 Pallet) a ciotatterrd to vats t:en as an Nlfrr.add w meet Irtunin0 weh nab or avows. REFERENCE REPORTS: 1. tmwwk Report 10=43=00- A. Tranw" bad bfl an HardisPuel ' TEST RESULTS: Table 1a. Waulta at Transverse Load TestLlg Fenno Fawner Manate- Allowsble Tort Tnidufeta Spaft Spacing FaawwTtpe Load 0asionLoed' Razrt Number A rok VAMM M.1 Frame Trw' M. 6113 an0 Oinansbm PSF) PSF) False Mom 1C107426300040,. A MW%ok 0.3125 40 2M wood &We. w' 0" by 3,5* 16 a b 0 X 1.25- brag X 0.32r HO 1 W.7 53.6 pfa tmou2 t A.sr4r a winoSPFhafbfpribbedbuyaheadcarve11126743830004101A tnWok 0.3125 4e 2X4 woos tlu4 314- a ick by 3.5- to 0 No.0 X 125.1on2 X 0.323- No 131.a 3,e pus bttoug'f wfdeSPFhmeAbedbugleMaoseenIG2024303000441A ttmnM 0,3125 48 2X4 wood atua, 314• rift by 3.5- 10 12 No, e X 125- Imp X 0.323' H0 t06.1 JS a tall ttsargn wineSPFhaftA;O woo lead aaews 102074363CO0. 001A lfftftk 0.3125 46 2X4 woos suxd' 3a' v4,* by 3'S. 18 8 0Aw shank X 0216" HO k 15' t47. 6 tract throw Rn7Glr[a wideSPFhaftImpringWoknelto20243G 00tA tmm ek o212s 40 2X4 waoa atlas, 3N' Inim cry 3.5' 24 a No. e X 12r tm2 X 0,323' HD b' 7 27.6 RAttmuytArae4se vow. S na*fp r3eao Woo head sareaa 1. Ai tastetera ware natatMa on tunwp wlafofn penrnm erf ate rfe amutp fnamban. 2. Atowaole bad It asmml nea atom uftim m Iota ahhea by a to= at satsty of 3. 3. 1/111IePartal Sid ft aompies vdal ASTN Coles, Srafesra Speataion lar G.-aft /; T)-M A Abn.at WS=S Ferber-Oemem AC Sheota. Table 10. Antos a1 Alienable Load for as Sceww at 10' O.C. all Screw d. a - tin. 6 fjFm-ma 12 10 N. 1a 16 16 Fastcrooranta ode 1.33 1.11 bed as a 35 4 3a2 avlJualfastener toad M. 39.9 472 43.1 The to numer mod for 28 saw a1 W O.C, was otzdtmd as one average d, one test rewAs lot r aaa Ir OZ. The t2owelJo bad ter 98 screw ai ma tpadfg of ter O.C. Yet hm tp can be caww:ed by of mdainp ae mo4am at same tastww at a- are 1Y O.C.. am= Del test had aa.:fe tames moat d tameror Pul ttuwph ban ae paefdt.As atfown in ae table. Ole allowable bad for" strews Ind-1 al 10' O.C. m wood tuning o UA pd. Justification of Wing the Results an Ught Gaulle Steel Foaming In the wAara meddtrmbna. act tutarmra wan anaaw b eofalg only. eo wheftr ue NUN is atachad to woos or aw tntmilg aoas rel asee Pmrrb' t snswu lass apaa y, r, s eta prOJep errJtreot'a responowlIty to ensue one tumng attaotment ern taming manicure to awe wmdem tools afpaatna. ' OGAW i+ tt ,G • N . h STATE f SS10 N M- 1 RONALD 1. OC"AASSOCIATES, INC. 16635ALGONWN STREET data H'.1N)TNGTON 9SACH. CA 92649 1) 71A.222.2602:(F)714-647.4595 PROJECT: RIO.257&1S DESIGN WIND LOAD PROCEDURES: Hoer. .wd ftng a7r:tf vm lob cttpa j Mina bad godly) is dderninod via campsence tostap to rartrmmo load arrorm pc cagirds. Via eye rcwmso pal tac:h.- an mra ade assi0n ban Is datarnined based an a laemt a wev of 3 apooe to the LAM1 M tell bad. Equation 1. (W. ASCE 7-10 sq atan M.3.1) q, . Velocity prusaoe at ho4m 2 K . velocity pnus4n esposula aoaf ciom otfalrated at 1d101n z K.. topsptsptdclaadt Equation; K.. wind dimcisonellty factor V , pink Sind spew (3+ecad gm MPH) as dmmdnb from 20t218C Fiptaet IOWA. 8, or C: ASCE 7.10 fburos 26.5r1A, 8, or C. V.V. W. 2012 t8C S0:6" 1602.1 doL &wW V.. W6msw 4"gn wurd speeds (B."cond out MPH) can ria Itom 20t2 i9C Fqum$1609A. 8, or C: ASCE 7.10 Fqu= 26.StA 8, or C Equation 3, p•g,'(GC•4C.) (at. ASCE 7•t0 oquation 3*,6.1) GC. , proaud of aaamal prom" tae9dad end 0=.dff a M= GC. , Pom= of Vernal prosetee coonzem and oust -sued factor p . deelpn Poston (PSF) for sidme (aaoaable G*W bad for sidno To dolet *w desn. n P—. stus7uas q, M Equacod 2, Eguation4. p•o.00056•K•K„•r. .''(Gr.-GW Alowable Strestf?eatl ". A= 7.10 Sec gw. 2.4.1. bad aornl(neSon 7 Equation S. 0.60. 0AW (tat ASCE 7-10 "Won 2.e.1. load coml(rtawn 7) O , dead bed w , rind pad To defo risethe AOoamble Saes Oastpn Piosa m, agpfy the food factor twW (rtrtd) Rom Eduarton d top (ttespn pretstrre) wfenrtlrted cam aq":M, • Equation a. P— • 0 69P) Equation 7. P— 10AIO.000 *lf.,K.'K'.e'(GC ,GC.)) Egw.on 7a used to popWM Told 3 4. and 1 To deform! 0fe na scawahq mc. m e Oa* rind coal for Nard o s;f v In Tltnte c ww E?uafan 7 w t Equation a. V.fPJOJ)'0.00256•K'4'K'(GG-G:.d1P• ApogcalM to nwhws spadfied in Eaneptiaw 1 mro-gh 3 of 2012 19C Section 1609.1.1. to deximaw the acowobra n*MW dedpa rind wood Nast) fortarl+e Sift p Tb)e 6, omty the aamfib , htatttds below; Equation a, V— • V. • (001 (w. 2012 /8C Soaan I W9.2. t) V.. , Nominal 0e540 wired speed (3.aamrtd pug mph) im . 2-012 IS Sermon 16021) GA_ i1 4 STATE O. c'• FLORkOQ :c RONALO (. OGAMASSOCIATES. INC. 18635 ALGONOUIN STREET 0K3 HUNTINGTON BEACH. CA92649 7) 714.292-2WZ (F) 714447-4595 PROJECT: RIO-2576.15 Table; Coefficients and Ctutsterda used In Determining Vend P. J tom tIL Ot11rr-1:i•®tom Table 3. Allowable Strass•Dalon - Cornporrnt and Cladding (CtC) Pressures (PSP) to be Restated at Varlet Wind Speech - Whtd Espoaun Ca"_i 9. iT',_1-•t'T I"is[T;i1 mm-EMuEmi i}7•)• MIMMMM11111 1111IMMIE MEEMI10MENZIMMEIEW i-t' Y IE>•E:•T' E L1 iElID Y6)v T E T'11 E1 EZ E•1.T.lFzL7l L'71 a)1:7f=1LzE MEMEMEMMIMMM mum OREM=®MEEMINEMM MUM lom'omimm® EiLri E t R Ih1 Cal!-! Et7F# 2)-7 Ei311®1 7.i>o 7FS 11 T-1ki E'r! 171: i:>m E E1.Z Tt E'IS'5=11'•S rt7G.E`!t>11E®-"y Table 4. Ago"bte Sbosi Design - CompentaM ale Clad&v (C4C) Prosautoa (SF) to be Restated at Varlous Wind Sp"& • Wind Eaposure Cot- oyt. vnd t]-aocand curl too 105 Ila 115 1 170 t t s 0 t t 1 0•1 1 1 1 2 .2 2 .2 29.6 344 441 1 r .] 20 18.6 20. 24.6 26. 31.4 4• 1. 4 53. 602 7,0 a9 81,9• . 2 719.4 ' 23 5 6 2 . 8 30 0 t1b r 6 0 12 b 0.0 r .G 30 202 22] 24 26. 211A 42 106 4 . t.6 554 • 65. 71.0 780.9 G">.2 3 2-b O• Q . 0 40.6 r -2 3. 60 Z . 5 E33 pt, 4 Q1 117-•23. 0 4 lU 9 i-.5 r 4 5.6 84 0 • A!,.O 7=2 6 9.1 11A t t -. afi.4 1 r9,3 6 -p W.9 50 2 1, 2<. 32.4 34.0 sa.t 06 5.6 05.0 7 0i. Cp.' 692• 22.9 430 66 14.2 i01.0. a a. too 1 •328 1 •35.6 1 •394 1-4].1 56.p 11 faSA I.63!6 1 .73.3 1 .634 pal 05.5 I •t:7.0 1 130.3 ts3.8 Tab" A. Allowable Stress Design - Camponerd and Cladding (CAC) Prnaums (PSF) to be Ralsted at Vantaua Wind Spas" • Wind Esposuni Category 0. .. -. 1rO some 13-ae00nC own) IDD 105 11 t30 1 7 t60 1. s80 19U 2t ate f t 00 D 0 O 0, 0•t 2 a•25.1 41. 4, A < 1,4 77 0l.6 45.0 S& 20 223 4.8 49.5 37.7 J3.7 t 57.0 Z 72.2-- 04. 4a 1 _ J92d0a9ji27.0' 110 4 S2 0 5p.1 b6 6 p b'1a 2 4 t01.p 30 23 4 ta a 79 36 It1 8P.2 7.5 90e3524, 2.1 32 t5 5,1 2 fi26 r0.9 79.5- W.6 Fa°..2. OL3 4o 3. J 4 > ZF-4 2 6 p0.9 1W. 111425QE3043 < 3 S . 65 , 4.2 2 C7., 113. 50 t2 51] p t.26 1 55 25.6 23.3 2635 311.3 0•52.2 9, Z,l 76.p fi6-2 961 164 117,4 atl, a, vb. b 1 too I J..0 I 40. r1. J 94 100.11 1 . 19 t _ 4 1• 1a lEy1. Tables 3. A. and 5 an based anASCE 7.10 end mnslctmd wYA fire 2012 IBC. 20121RC 4 pGAW 2 SSA • c E FL0RVDP FFSS10 N A` Rt. OGAMASSOCLATES. WC. JAfiF_S HMME HUM-DWS PRMUCTS. WC. 16:3S ALGOWLW,et C]REET o.ta U636-542.7343 MM TO =TON SEACH, CA 02640 elto•..inM wGe.aoot M 71a262-200? (F) 21.•fit2-&SVS PROJECT. R10.2p 1S Uble e• A4arlmlt Wald Speed (mptl) (a )1elataPOW {6dh0 /AAet)' w AUMW in AS= I-I*C WW 78 CtC PAn t RW Pan af Aww,laulra ,ee..b. walln.l . f 0.4 ow RPM fa«se o w 0Pf - rfi ;6.r.,1to.Ip._ tPlr.rll...rir t' •. . lrm tlm..u. t.irPi1 IL.q r,bbu.lr..rab.. L..p l fibd,old,o+ 111f®' F.A. a,TNe6arN lam)• typ. dlnfat CP610 Fear tap. Qt0 6= 9`wrJ tuj'', C C• 0 0 C 0 12e roa in)O Alr.rs'. aM11re flf P/It! i YIL iY ; 1I 1 u M..eK Z.,r 0." PI.6, rOC Dta twmr b, "tyr O%kkDFal of u. 10 0.16 tit• I" Ila 14I 1 2 Cat CO oe' 0 t t I, CO DOE f. A. 011 at. 20• 1oi 1t0 tat lte l22 S20 dif.• ale, 001 tb r laa too. 11a taa 1 lla. Alt CD Oa III I' to% OC 4. w. all a.1OIq163t1CItoIleIt! Ad Ct0 6R I.t6 tea too 1.1 1.6' 124 1t4 430 Oat Ila Iis 1 am CC 1. a. Ott aMtolea11eitsteetot:a 1 Ar' ale 101 1-2, u 117 IM Ida 1 3 Ito - lob alb a. t M I a) I 1 001 eG w. I. ou Ott e.1 its 164 us 1F SA 111 43A 61 lAl 1-1 60 iR• let Q 137 ttd ua. aid on 1n 70 atl •1. 00 n. a to a'.• ca' IPS Iw 141 1]$ 1 -17 Ice a:a 014 I'll IAl too laf tM 70 to,H 10 Ala OR LA 1 1.1 1.40 1 oG .10 16 Irtawe vs Ne, L: 1".ex 1 O.a2P qi I.YO CO.G e. 2Jt6.ateR D S.. mw ft" of W wy, of IS tt.b MM to 0.1 1:. 7 lY laa a: 11 AfA , a an tEl w p 1IOGCIS A. A. OMfifeTOlo. Ida 05 1 1. A). O]0 Cw a1 1N= 1 f66 1. Ms taa CV t17 II OP. n. Cn A. on 4. a'. 11. at& 1 a 11 It. a -a• CA eM L11 It:. Zia all 01 It 0 M 1. to t00 AL C 1.4 ITJ 11 om •i. etl ..Ia auf1.1 1 1 01a aJ 127. ai'm t at 46 C63 t0I L:] 1 11 C6 n. Ltl 1 En -I. Ct. t a.. t.10tb EMI= Ala Cd t.11 t:J I 1 eY tea. On t.t/ t31 13. Ile6J OGI a 1U rs•l OMa. V 1..•a.o.aer fine Y eA t 25*ams t:.T.T 00ar` oy 11..0 1QO,C, R+tr 2xt.000 rop.. att.l ill+brae 1df-on 0 1LIOL10. 1- ttl A. CMWe 1. 17 QtIa111 O41 A1 b I6a I it. 1 - 9a ole 0. tr. t t Ctl .1. on a. CIS 4• AuauC..16. I). t. 1, i J11 as 0 . It S Mt ae t:9 fN tm 0 . aa O7f At I. 1. ta. 1 IN 1 at6 eR ID, 17 11 On •1. oft -1. t1. 0MaSbt1. 4 aof 4r. Cn I= t7 Y. t4 Et I1: I an •a1 or• .. at. cuis, a. 1 11 lot w 41. vU u. a 1. t 11 t 16. CN 113 tat 1t edl ;• EO -.16 a.. al. f9'1 17a o6 r. Cr 13 a M 14M:e0.a.t0 vie Y X. ox i r'O16' CJCS HD Me"aiH'a rMaOA I:^OC m 66•! lta .ObOb 70?, ateafyr. a.^ r, .0.. Np,,, is 0.16 1S7 1Q 12a• V1 Ito too 4a. •- a-10 an U3 m.; I'IC6 w. Or •1• ate0.M1. a6 i tat 0 it tb. C vo) la. 1 t.. l:a t t W 0). 1 CM 1 11: 1 Ices •1. 1 Ctl •1. 01t0•1. 1. t] 2- al 03 S. e7 Coo 1 IIc 1 1 1: 0: L I3. CA to 1 LU I 63 •Ia 1 Cm ... Eb a• I eh A,. aMC.M 1. at. 0 t 17! t] Ila 1 L7 H. O1. 1A. 1Z b 1.1 Y Il t10. M J). en. 1tl Ii a:I t16 SIS k Lot IO t7: So a 1/ U W. 31. CU 11 1 t:ll otl .I. 00 •/• a. C1eCea117a1NI:a ea Ab. 66 tM li1 120 1 Ito of 44. cob S511Y UNI 1. 00 :_t old - 11re..1•rr on! i1 - W.fix 12Prb6 G=10 rob"elA I,ebt tOOC• aau .brr 200..E 0ia'1':•' by a.P u(16 wr.t 2. 4I_- tab t2f tl. Iw e: fie 1I:6 ale am 1 aa I or. n. ate w. cn aa. t]S a W an 00•. III CM d. au 11 Ic I rre Cm am 1 tlf Ie13 r} ti^te on IC. M I ota ne CY •]• oM CM11aImjaiC]f 14 1.? a' t t 1t, 1 61 41. C1f, t CN •1,. tit i 111 to r, I Ell ItY 65 la W t On 1.1. I:J 1 .• aG I M IJI I Cr3 A 110.; 'A etaaotmAEwIItao rw10i.+o 61% 6 O GOC l2l 'be0•C, tW y' SJ:.t .0.06I It1.3"• Vlb..o.e ame0w 6 OIL Y tm 13 3 fag 16 rSI an on 0 I.W.I Gal,d tie .11 EIV , all231" I= tad 1.] t20 its Aft C:J aw tY x tt5 IN l.e 1.3 122 tia wa Ota e4 I.t) ae< A. eel • L e1! CI. 30 Iab Iba 1aa It3 121 111 12 670 Ob IIt Is 16. t cEi '. all cIlas111t<a a 117 1a 17 Ia.O 14 1 as t}. 160 Ile 1a/ Ita IG7 A.: 016 s] ttL t16 .. 1tr1n. 0# et6LOIn1a6U? In is t r•: Da. ltr Ill• 63 t 7 1 t 11. IM YI 00 t.1I ID t tM •t. t etl .. tll CY b let 1 113 Re III tee A.: Cn Ita I.tt 1p t7a IM I... ta7 os tl O/ Ct.. I t.7 a••A 1 lea ••iA Ot. e, 6.p...n •..tw./..p.1n rlr •....rr.,..Yp er1.0w 1•1olt Ir.o w rt r•..t ap O orrr Cato t7 6f2ar1.ey.1 a t. •.ram tlwv trr.. r. rrl.t.gl.rt.ta.e 3 lr..•.s1)•rWlrbAgbp I.et! u orJ.a rr..r. FIm6 t ru ta...rga.trll.w en.IMter <.Cot.l..-e t•Ib twir. l0 t:K N•l1 <,. I.16 S•1.YOlS.K••1. e+ew yell wAA 0.•a Y I, r. P.Of Or tic, f taatAc.Ibrb...I m, I • l.t.trt r.a.Y a. I. V.r a.l•i rtll. P1.w..1. e..r. N• <41A. ava+. ebn..I•'+11•6.6be..r gtCr6'...•/.`ArKAY,...br.rAar6l e.rl,.r brw.t ra0: ro•i roOc bL: rahIPIR, UM( TAM4 OF USE: 1) M HGft V*ftWFboettae Zoatt MVKZ) -WO Ott YJeiOaee Com•y Fb dt. NOA 15.M=04. ffff/ f/,.0' OGAy,' 21 t : 1 At. OOAVAA =1ATEA.00. 10635 ALGONOUC4 6TREETltftl LNAT11--TON aEACN. G CMD IT) 774272.26= (F) 71"0595 PROXC7: 100.257a•IS Tact {, AOo ralth whoa a11ae0 Ol ph) IN Hera hae SWbV (AfI WGsF 111t1 Qd M ASCE 7.10 CbRprw o CAC Fail 1 fna Art 2f Ot{ ot+taa el.oa.•.. o:: aa tine. etwe; a.. ae.aateFn) g14: 1 - • n.am.f pa 1Ier1 2. Nfbt.g4l.ap.a1n1trWtK1.1s,b.. HM1Ow1ags%e;art..FIQ11.Inaala.l.i:= t.a.a/:L .Abls. / DAMESKAMIZE tU. Du: O PAMUCTC• INC. i495442.7u1 et.stl. b w. waaatt2.wrr•• _ - Pllaltd I.•11./a TAdIs..• rl .. 1Mt71 2a+ 0 FI. Tf da" 60,6' MI G."• o C6. Fat{ U O UMMIaIOJ6a6Cn ra K•/. X. aC CII.•iLaet'1!K am far 011•a= 12.E t1 r sa•• 0'O. C. altl - 21tA. o0aw typ,w aS L e.. a•a yam••• Is 41 fit 113 tr 1" In 1:3 4aa - CA On f0 tt.0 1 1 ob I CG 1• 14 at. Ott 22 Iq, 00 116 aS15: M' 434 072 af0 IR n tat too 152 fat in lie 4){ to OH iH t Ca l Ga t. i. to an Yf to tit tm 143! an OM I la' t0L' oC tw q 12t • 1" ila. on IM tto 1 an 1 C6 w• w• ett s1$ Q. 1s$ 15G the• tq1221134){- all Id I=• 6, • 1»• 160 u0 t]) 1n too Q{ OR 4.13 I r/1 I aR w. I aL5 w. Cu Ctf u ITC 15. 9at_ 1201301OCttat1O3? V 21 1L2 10 1a7 Ito ISO 41C a0 In 5n 1• ab w. OR .1. ela D I/ J 176 112tp1nIVCOOtOR1.11 1.21 tm I +.5 175 120. Ila as C•• W a a IU 1110106 1 on w0 50 W. µNo SIX a, m.o Igoe• Oi.. aAp' DA. Wa7 O a• yt• aleAwac aY.. faa 16 OL 1•. 1M M 35 Ir III 16• CA oil IQ a 1 ton •1. I laal 4• a1. Cl. 1• t t is02am1a1• t 11 0 OA QM FIT I• Co 1. 1 Ob i. all Du1aa 1lla1{ O pb LIs 1 1 ll 1 1! 71 61 It. 40 .1. as A. 1 ab w• C1a 7 IM sit fat 10 1- 1 y• O IV I- n W t t 1 Im. 1• au Ia. 66 i. t Cc, ..a I tw t 1 w). O.3 to F. t 1, t» AM YA Y. CA t a I ). rG .. t 1 1 w.. 134 1.1 tl A. N wt6.P.MW sm Af 1•oaa Wa•1 7POC, aw 2 A ad a. C 0i1 y W..0o0 y Q ul Is Qt! IM tU 1]) 1 t2 116 tea 4&6 am on is w1 Cn A• ab •l. au Ou 1Iw1 177tY. OA OW Ib 5 is. 1,11 1" 177 a saQ ter on nw 137 cal •n. 1 a" •1. eft nu tY 1 r 4.tAaRIn1tt» lla 7. iW 4t ua 09 1L• Its t CL• w• t Ct„ .•. Of. Cu 1 a IAI IdaC7ea,. I a! 15 t 1 SA dd all, 110 3•5. t O! 1 Ott to 1 '• 3 / 1 n1 1 Y - a.. Im 1^ 161 130 17, I3 t + A. CJ In 1]Y 1 t0 •:. I CR M Ct. all00la 3 _ nfVa- aft it M t•7D 21 tS d• OM t.z 0 m I cc w. 0.. wlwtA... dt0 1 do 7 N.9A 12raNt/ A 0. 22T.0 I.b. e a.p t m SC{a•aoda 2oa... wt aaw10.y1• ye b,ar to a• 7S It) I17 t7a 171 Ila too S. am 0a1 fIM Ima l ttn t CO, d. all 1 1 IM it, 0U46. C1a CIa It. I_ U 1 • 11 I he a. - 03) a.. 17 1 InA wa On li I 3.1 to M • 1l. cta 00 I. t` 1.. aa tt 131 W 45. C_ tti Im l Ctt .0 I Ian i• nu CIsIt2613Y 11afTyaCA0. 3I1^ I. 11 itf 61 m. as 50 1.!• • to 116 na v2 a • It., tN 1 1 1 b. c", 4.. O w. 1I eR 1 .t.100CAfasMa 1147 ttIA!. ef! 111. Iit 00 112 at 15a 6. Q.1 tU t.U1 1 GO ie at/ Ilale•.afl.s t sits! A 710 IS a= l aw Iw rOt. Ilal Cal a•a/ 2AA. V wlatib146C a.6• i7..•aa0 ia C-tt 130 25 1 14 tw 17 M J.{ alC I Cal 17- e6C l AG .t. I :o w• a.l Ot. 113 1t, to Me6-0 t11nI Ini l t+t f O E. a t I] Cb .i. t 11 t 1 Il CA A. a. 25 1 It 1: 6 Lif 073 1,01 11a 1 011 ... 1 ta5 47mmo 0u au 1 t 1& C71IM. M61I117lot57O b Ice I l2a on i. t Ca .•• c" A.. R. 0•. p. M! t2 WrlfCal1' t CO . I. 1 Ob .t. 0u ou t 419Cn2.1LL 111. 141370tfORITIUI-Ull I Gat, 4..Ct. 1 3 Y ab.R 1 Site r • Af 0OJT 15 f. 0' MO I"-% m ftf I' OC. ti ay 21u. wa7DP a a. ifAw7._ jy.•.• f 1i1r tu 1! ; 0•:6 Ads tad 15: 1q 110 to 17] eA tY. Il'i t en w• 1 O!5 •t. of a1! 70 IDr' 1a1 6 q thl11s4) Ln A 1W 25 lay 160 t.t l 122 u1 2 tm atu 112 1 am w. an w• Ole at. . 5a la! 1. 4 tA] 1.3171Ma ] CM OM 114 1N 1 1C laa M 140 q: an 1Lt to I O/C •1. ale Aa• 727 tat 1.0 to It 108 w17- aw Ot 1 OK .•• I c - w. 016 i. I SO .t. t1e el. au Cu AL 17. Im L 155its 137 y: aft e/ L7 62 t72 t.2 i27 t55 116 Ia. yr a#, m L/ to 1111 ul l3b 1)7 is. tOS l: Ohl II+ t21 tm t)a t7] 31S tt1 OS 0 41 OW 1 12C tU I•C t CK •1• CY era atw•.•a•rt.y.•a.In.t.aro. a..ww«I.p.w.rrtol+a ro•er.ar.. Dole lTof: ww.a.0 t. Y. •.w..v. ..t..a. ' a.lwa. latt.. a.•tllNegajra([l` Uw..rsr • 1. 1.r.t t rabltab.P R.i. p.aa..larYr..a.. K 1.IOQ1.a.t TQ Clt M 1 .Ia hal:1•••1• It.p Cy.I.. aM4Cr•.•'• f oOmACX. M, I. r. ]S0/ O771C.laDlltrtaT,tTr.as•.I. I. w.t a r t.rr.w. t.t.r •+.s..ar n•.w... baraa.•.7ytt -. a ras3wla••+••r Wfaaa.•gaaAt. o.-"..rtwlmt,o.•r s.r.•a..t atar•+o t. OoC•a.t. Oft• ,a..I. r91•10a UMITA71= OF USE: I I to NO U X ftt 16 OMM Split ( W*M WIt10.r Ytartk•O{Oe Calm) Fb1aa, tMA 1541 W.04 0 il., p6A WA NSE . 4. t. STATE 0 O• FCO` S FsslON A1f If H O am W REPORT NUMBER:102024363000-001A ORIGINAL ISSUE DATE: April 1, 2015 REVISION DATE: April 30. 2015 EVALUATION CENTER INTERTEK TESTING SERVICES NA LTD. 1500 BRIGANTINE DRIVE COQUITLAM, BC V3K 7C1 RENDERED TO JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 21 0 8 Report of HardiePanel® tested In accordance with ASTM E330-200212014, Standard Test Method for Structural Performance of Exterior'Wendows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference PRODUCT EVALUATED: HardiePanel® EVALUATION PROPERTY: Transverse Load Testing This report is for the exclusive use of Intertak's OFant and is provided pursuant to the agreement between Interak and its Uient. Intertek's responsibility, and liability are limited to the terms and conditions of the agreement. lnterek assumes no liabllity to any parry, outer than to the Client i.. accordance with the acreernert, for any loss, expense or damage occasioned by the use of this report. 0n!y the Client is authorl4ed to copy or distribute this report and then only in Its entire:)-. Any use of the Intertek name or one of its marks for the sale or adver-usement- of the tested n, aterfai, product or service must first be approved in mmitln_o by lntertek The obsenoSons and test results in this report are rele ont only to the sample tested. This report by itself does not imply that the . aterfal, product, or service is or has ever been under an latertek cord icadon program. James Hardie Building Products, Inc. April 30, 2015 Report No. 102024363CO0401A Page 2 of 7 1 Table of Contents 1 Table Of Contents...............................................................................................................2 2 Antroduction ........................................................................................................................ 3 3 Test Samples..................................................................................................................... 3 3.1. Sample Selection........................................................................................................ 3 3.2. Sample And Assembly Description............................................................................. 3 4 Testing And Evaluation Methods........................................................................................ 3 4.1. Conditioning........................................................................................................- 3 4.2. Transverse Load......................................................................................................... 3 5 Testing And Evaluation Results.......................................................................................... 5 5.1. Results And Observations.......................................................................................... 5 6 Conclusion......................................................................................................................... 6 Appendix A Transverse Load Test Data.....................................................................17 Pages RevisionSummary ............................................................................................................1 Page Iloilo pGAWq 11 CC FL SS10 A\- pi l Inter;ek Florida Product Approval HardiePanel° Siding For use inside HVHZ: o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with'the Miami -Dade County Florida NOA 15- 0122.04. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Report RIO-2556-15. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. HardiePanel ,% JamesHardie Vertical Siding EFFECTIVE SEPTEMBER 2013 OEM INSTALLATION REOUIREL4ENI' S RESIDENTX %JGLE FAMILY ONLY - PRIMED & COLORPLUS'° PRODUCTS Ystt-t."Jameshardie.com for the most recent version. SMOOTH • CEDARMILL® • SELECT SIERRA 8 STUCCO IMPORTANT: FAILURE TO INSTALLAND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY, BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS. INSTALLATION OF HZ1 OTm PRODUCTS OUTSIDE AN HZ108 LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING: Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Carry planks on edge. Protect edges and comers from breakage. James Hardie is not responsible for damage caused by improper storage and handling of the product. CUTTING INSTRUCTIONS OUTDOORS INDOORS 1. Positiuh taAting station so that wind will tBW+ dust avray from user 1. Cut only using score and snap, or shears (manual, electric or pneumatic). and,odhers in wortcuhg area 2. Position tutting station In y ell-ventiilated.area 2. Use one of the Waving methods: a [test I. Soon andsnap g. St - NEVER use a power saw indoors w.ars (matuat, electricor pneumebc) b. Behr; I Oust redtrchhg orcular sa'r. equipped with a NEVER use a drwla saw blade that does not miry the HardeBade saw., blade trademark HardwBlade'saw Wade and HcPA trdanrm exmedlon NEVER dry sweep - Use wet suppression or HEPA Vacuum e. Good: I Dust reducing circular satv., with a Haffa Me saw blade only use for km to model ate oAft Important Nate: For maximum protection (lavest respirable dust produ lion), James Hardie recommends allays usirQ ,Best'•I m clahg met hods where feasible. NIOSH-appraied respirators can be used in oonjuxUon with above cutting practices to further red roe dta1 eiposres. Additional t?>posre vdamhation is avaWe at twievjames hardie. caln to help yw determine the most appropriate cutting medhod for yes job requirements If concern still musts about eaxaarre levels or you do not comply with the above practices, you should alvrays conswy a qualified Industrial hygienist or contact James Hardie for further information. smsnac GENERAL REQUIREMENTS: These instructions to be used for residential single family installations only For CommerrJal / Multi-Famlly installation requirements go to www.JamesHardieCoMmerctal.com HardjePanela vertical siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. See genemal fastening requirements. Irregularities in framing and sheathing can minor 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 www. jamehardie.com A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap® Weather Barrier, a non -woven non -perforated housewrapt , which complies with building code requirements. When installing James Hardie products all clearance details in.figs. 5.6,7,8,9,10&11 must be followed. Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6" in the first 10'. Do not install James Hardie products, such that they may remain in contact with standing water. HardiePanel vertical siding may be installed on vertical wall applications only. DO NOT use HardiePanel vertical siding in Fascia or Trim apolicabons. Some application are not suitable for OolorPlus. Refer to ColorPlus section page 3. DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardiea' Products. For larger projects, including commercial and multi -family projects, where the span of the wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin 8 "Expansion Characteristics" at www.JamesHardie.com. INSTALLATION: Joint Treatment Fastener Requirement's • Vertical Joints - Install panels in moderate contact (fig. 1). alternatively Position fasteners 3/8" from panel edges and no closer than joints may also be covered with battens, PVC or metal jointers or 2" away fromcomers. Do not nail Into corners. caulked (Not applicable to ColorPlue Finish) (fig. 2). HardiePanel Vertical Siding Installation • Horizontal Joints - Provide Z-flashing at all horizontal joints (fig. 3). Framing must beprovidedathorizontalandverticaledgesfornailing. Figure 2 Figure 3 HardiePanel vertical siding must be joined on stud. %vater-resistive barrier water -reels ive baffler Double stud may be required to maintain minimum edge / 3x 4 stud '- - 2.4 awe wa tvaresisdve nailing distances. ( ._upper panel .—upper panel Figure 1 stud IF po nrn 1/<• gap Do not 1r4' gap wet barrier I / Cauq( Caulk barrier sheathing. r HardlePanel Batten Joint " H" Joint ~Z-naftg f '`1•flashirq I Q 0. vertical siding water -resistive barrier decorative keep nails l l 2 x 4 stud .—lower band heard linver 3/8' min. t panel . r panelfrom panel V edgesplate p o Figure 4 318' leave aparoprlaha gap between Recommendation: Mail — ---._ o panels, then caulk Installing Sietra 8, pfdlT ide r I moderate contact Caulk Joint a double stud at pane `• / 9 gtot applicabletoColorPlus• Ar sh) joints to avoid nailing keep fasteners 2' ' Apply caulk In accordance wdih cauSc through grooves. away from comers i manulan urer's wrmen application Instructions. For additional information on HardxeWrapTm Weather Barrier, consult James Hardie at l -866-4Hardie or wwnv.hardietvrap.com WARNING: AVOID BREATHING SILICA DUST James Hardie~ products curtain respirable crystalline silica, vi is h a Idncvn to the Stam of Colftma to cause cum and is considered try WIC and IrM to be a curse dr toner mom some oceupaUmai source. 8readmil excessive amounts of respirable silica dust carp also came a disati lit and p?,endaRytatai krtg disease called sdcos5, an9 has Dean anked with wMerdismes. Some sages aayggest smok" mucrease inese asksDurmgInstaaatonornarhdling. (1) v6- A in outdoor areas with ample ventilation: J71 use Doer cement shears lo• cutting or, vmere not t"mipie, use a Har6e8lade saw blade and dust{oduang cirenar saw albxcned to a HEPA varuum: 3) warn others in ire Immediate area. (4) wear a fxooery-lined, MOSH-aparoveo drat mask or respirator ie.g N•95) in accordance n7th aoplkabte govemment regulations and manufacturer Instructions to runner Unit respiable silica exposures. Outing clean- up, use FC-PA vacuums or wat cleanup methods - never dry sweep For Wither mionnation, reler to our uatallaban mstmcbora anc Mativer satety Data Sheet mallaale at vmw jameshardxe.com or by caleng / -80i MRDIE (l-800.942-7343). FAILURE i 0 ADHERE TO OUR VIN MNGS. MSDS, AND 1,'1STALLUION 1IMH 1CTIONS MAY LEAD TO SERIOUS PERSONA! KAM OR DEATH cam M61L3b-1'lri 111J 14E RM CLEARANCES Install siding and trim products in Maintain a minimum 1 " Maintain a minimum 1" 2" clearance At the juncture of the roof and vertical Maintain a 1/4" compliance with local building code 2" clearance between between James Hardie products surfaces, flashing and counterflashing clearance between requirements for clearance between James Hardie* and decking material. shall be installed per the roofing manufacturer's instructions: Provide a the bottom of James Hardie products and the bottom edge of the siding and products and paths, Figure 7 minimum 1 "- 2" clearance between horizontal flashing. the adjaceAt finished grade, steps and driveways. the roofing and the bottom edge of the Do not caulk gap. Figure 5 _ stud Figure 6 a'd ` III WBfef a siding and trim. Figure 8 Refer to fig. 3 on page 1. owaft 6" m\ fourdmn Maintain a minimum 1" gap behsreen gutter end caps and siding & trim. Figure 9 gutter and end cap deck material' O joist nashi Do not bridge floors with HardlePanel'siding. Horizontal joints should alwwys be created between floors gig.10). Water. Resistive Barrier. Figure 10 Horimntat Trim Sheathing fascia HardiePanet° BLOCKED PENETRATIONS Penetrations such as hose bibs and holes 1 w or larger such as dryer vents should have a block of trim around point of penetration. 2' min. KICKOUT FLASHING Because of the volume of water that can pour down a sloped roof, one of the most critical flashing details occurs where a Framing roof intersects a sidewall. The roof must be flashed with step Moving flashing. Where the roof terminates, install a kickout to deflect water away from the siding. It is best to install a self -adhering membrane on the wall before the subfascia and trim boards are nailed in place, and then tome back to install the kickout. Figure 11, IGckout Flashing To prevent water from, dumping behind the siding and the end of the roof intersection, install a "kickout" as required by IRC code R905.2.8.3 :'...flashing shall be a min. of 4" high and 4" wide." James Hardie recommends the kickout be angled between 1000 - 1100 to maximize water deflection Figure 1 1 /// : ! . GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie products near the ocean, )arge 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 Senrices if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk, fill nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit Hush 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 orpl vrwood should only be used when traditional framing is not available. Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush 91771 Countersunk, fill 8 add nail Figure A Figure B do not under drive nails oo NOTSTAPLE at,m,mro over mwMn 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. H setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). HS1236 - P2/3 8/13 r >o, CAULKING For best results use an Elastomedc Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note: OSI Quad as well as some other caulking manufacturers do not allow tooling. DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section CUT EDGE TREATMENT PAINTING Caulk, paint or prime all field cut edges. DO NOT use stain, oil/alkyd base paint, or powder coating on James HardieGP Products. James Hardie products James Hardie touch-up kits are required must be painted within 180 days for primed product and 90 days for unprimed.100% acrylic topcoats are to touch-up colorPlus products. recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back -rolling is recommended If the siding is sprayed. COLORPLUS° TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling and cutting James Hardie@ ColorPlus@ products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. Touch up nicks, scrapes and nail heads using the ColorPlusO Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardiePanel'siding with ColorPlus Technology. Laminate sheet must be removed immediately after -installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus® product dealer. Treat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does.not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up, will not be covered under the James Hardie ColorPlus Limited Finish Warranty. The following outlines the recommended applications for ColorPlus and Primed panels. Not all designs will be suitable for every application: Exposed fasteners or battens is the recommended application for ColorPlus panel products Do not use touch-up over fastener heads for smooth ColorPlus products - primed panel recommended For ColorPlus panel applications that require fasteners in the field, it is acceptable to use touch-up over fasteners for Cedarmill and Stucco panel only, but correct touch-up application is important. Some colors may show touch-up when applied over fasteners. Trim is recommended to cover joints when appropriate. PAINTING JAMES HARDIE® SIDING AND TRIM PRODUCTS WITH COLORPLUS• TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stairs, oiValkyd base paint, or powder coating on James Hardiem Products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature RECOMON: In acconia..a wtlh ICC-ES Bi tuation Repon 0.11W. Hard,&anft venial slog is recognized as a suf7ble alternate to'that specified in: the 2006M. & 20121ntamatbral Residential Code for One -and Two -Family Mlings and cite 2006, 2009. G 2012 Intemalional Building Code. HanfiePanel venial sld.N is also recognized lot application m the following: City ut Los Angeles Research Poo No 24862. Slats of Fbrida listing FL4889. Dade County, Flunda NOA No. 02.0729 02. U.S. Dept. of HUD Matenals Release 1263c, Texas Oapartment of Insurance Product Evaluation EC-23. City of New Yorx MEA 223-93-M, and California DSA PA-019. These documents skald also be consulted for additional eformation concerting fl9 sulebrldy of this product tar specs¢ applications. 2013 James Hardie Building Products. 141 rights reserved. 6 TM, SM, and ® denote trademarks or registered trademaiks of Additional Installation Information, James HardieTeclnology UrruVi 0 Is a registered Warranties, and Warnings are available at JamesHardie tademam of James Hardie Technology Limited. www.jameshardie.com H HS1236 - P3/3 6/13 MIAMI-DADE MTAMT-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMIMSTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy James Hardie Building Product, Inc. 10901 Elm Avenue' Fontana, CA 92337 SCOPE: This NOA is being issued under the applicable 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" Planks and Panels Fiber Cement Siding and Soffit APPROVAL DOCUMENT: Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardicPlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I.Ogawa, P.E., bearing the Miami -Dade County Product Control 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 mantifacturer's name or logo, Plant City, Florida, and.the following statements: "ASTM C It 86 Type A compliant" and "Miami -Dade County Product Control Approved" is to be located on each siding plank or panel and per FBC 1.710.9.2 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 expiratiou date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall'be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided -to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 13-0311.07 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. UP -era, P.E. NOA No. 15-0122.04 Expiration Date: May 1, 2017 Approval Date: April 9, 2615 03/13,07/12015 Page I -- James Hardie Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted tinder 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 cinder NOA # 13-0311.07" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of HardiePlank, HardieSoffit and HatdiePanel, prepared by Intertek Testing Services NA LTD, Test Report No. 100733361COQ-004, dated 08/24/2012, with revision 1 dated 04/25/2013, signed and sealed by Rick Curkeet, P.E. Submitted cinder ArOA # 02-0729.02" Laboratory Report Test Date Signature 2. ATI-16423-1 PA 202 & 203 03/18/96 A. N. Reeves P.E. 3.. ATI 16423-2 PA 202 & 203 03/18/96 A. N. Reeves P.E. 4. ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 5°i edition (2014) FBC issued by Ronald 1. Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald I. Ogawa, P.E. Carlos M.. Utrera, P.E. Product Control Examiner NOA No. 15-0122.04 Expiration Date: May 1, 2017 Approval Date: April 9, 2015 E-1 I'WALL DEtAI.A WALL LENGT11-----jStudSpacingat16" O.C. Bq I I _I 8N ! I Nails at 16" O.C. (typ.) 3/8" Minimum Edge Distance Sheathing fastener, as described in Note 1 Panel fastener, as described in Note 2 fig" v HardiePanel, Cempanel, i Prevail Panel Siding n Carat ' Water -resistive barrier per Florida Building Code Section 14042 A / 5/8" thick / 5 ply APA rated plywood sheathing fastened in accordance with Florida Building Code Section 2322.3 2" X 4" S-P-F Wood Studs The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. SEE DETAIL A 5/8" thick / 5 ply APA rated ply mod sheathing in accodance with Florida Suddng Code Section 23223 Water -resistive barrier per Florida 13w'Iding Code Section 1404.2 2' X 4" 8-P-F Wood Studs PRODUCT DESCRIPTION HardiePanet®, Cempanel®, & Prevail® Panel Siding materials are nonasbestos fiber -cement products tested in accordance with ASTM C1186 Grade It, Type A and meeting the requirements of the Florida Building Code. PANEL DIMENSIONS Width Length Thickness 4' 8,9,10' 5/16" DESIGNPRES_S_URE RATING Installation Design Pressure Wood Studs -76 psf HardiePanel, Impact Resistant — SECTION t36 Cempanel, Planks installed over 5/6" thick /5 Ply Prevail Panel APA rated plywood sheathing Siding JjARDIEPANE'L,_CEMPANI PR cIV__AILRANEL SIDING 1NSTALI..AMN DU64A All installation shall be done in confomnance with this Notice of Acceptance, the manufacturer'sinstallationrecommendations, and the applicable sekdions of the Florida Building Code. Wood studs where HardiePanel, Cempanel, Prevail Panel Siding will be installed shall bedesignedbyanEngineerorArchitectpertheFloridaBuildingCodeandtherequirements of this N.OANote 11 5/8" thick / 5 ply APA rated plywood sheathing shall be attached to the studs in accordance with Florida Budding Code Section thick 16 APA rated plywood sheathing supportedThesidingpanelsshagbeinstalledover5/8' thick / 5 ply by a minimum of 2"X4" S-P-F wood studs spaced a maximum of 16" O.C. Note 2] The siding panel fastener shall be a 2' long, 0.223" head diameter, 0.092" shankdiameter, corrosion resistant siding nail: the fasteners shag be spaced at 6" O.C. at panel edgesandintermediatestuds; the fasteners shall be driven through the 5/8" thick / 5 Ply APA rated plywood sheathing into wood studs located at 19' O.C. Fasteners shall have a minimum edge distance of 30' and a minimum clearance of 2" from Comers. Creator. E. Gonzales HARDIEPANEL, CEMPANEt PREVAIL PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 512E FSr NO DWG NO REV A PNL-PLKSOFF 1 1IY = i'-0 Oate: 4r242013 `SHM 1 OF 12 Fastener Spacing per Florida Building Code.Section 2322.3 I I• Fastener Spacing per Florida Building Code Section 2322.3 I I. PRO>]UCTBEVLSd as convaying with ft Fkwwm Ae&* CA lib %YGC G7 tvfiat i Pmdret Cenaod V o ' STA 94,c`•FLOR 1 FsS ONA' Cladding Framing i Sheathing EPA- WON NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD AREWITH3-1/2' 16d COMMON NAILS (2 PER TOP AND NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATHING NOMINAL 5/8" THICK / 5 PLY APA RATED PLYWOOD ' HARDIEPANEL, CEMPANEL, PREVAIL PANEL SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA INSTALLATION DETAILS WOOD STUD CONSTRUCTION BUILDNG CODE SECTION 2322.3 CLAMA_ Q James Hardie Building Products, Inc. THE PANEL IS FASTENED WITH 2' LONG, 0.223 HEAD 10901 Elm Avenue DIAMETER, 0.097! SHANK DIAMETER, CORROSION s RESISTANT SIDING NAILS, PLACE NAILS 6" O.C. AT Fontana, CA 92337 PANEL EDGES AND INTERMEDIATE STUDS Phone: 909366-6300 SIZE FSCM NO 0M No RE Fax 909-427.0634 A PNL-PLKSOFF 1 Creator. E. Gonzales SCAU 1" = T-0" Date: 4/24/2013 SNEET 2 OF 12 I l WALL . iEIGHT i WALL LENGTH SEE Stud Spacing at 16" O.C. DETAIL A Ao a ae Pt 3-0 -0 r - -- . _C--- B E--= 5/8" thick /5 ply APA rated 1: plywood sheathing fastened Q GA to metal studs as descrbed in Note 1 Q. 1 off = i ` STATE F40RO • i'S/ONAL; p I Nails at 6" O.C. (typ.) 3/8" Minimum Edge Distance S.EC-1J.0-N 111:13 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 R&ODIJC_T_DESCRI R0-K- HardiePanel®, Cempanel®, & Ptevail® Panel Siding materials are nonasbestos fiber -cement products tested in accordance with ASTM C1186 Grade II, Type A and meeting the requirements of the Florida Building Code. PANEL DNENSION-S. Width Length Thickness 4' 8,9,10' 5/16, DESIG-N P ESS_U_L -RATING Installation Design Pressure Metal Studs -104 psf Impact Resistant - Panel installed over 5/8" thick / 5 ply APA rated plywood sheathing HAPQIE26R- CEMPANE .,-PIZEVALL PANEL SIDING INSTJ_L4ATION D_E:T_AIL_A All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's LA installation recommendations, and the applicable sections of the Florida Building Code. D_ET-A Metal studs where HardiePanel. Cempanel, Prevail Panel Siding will be installed shall ber-----_\ Sheathing fastener, as designed by an Engineer or Architect per the Florida Building Code and the requirements of this described in Note 1. R 3D ttE FD \ N.O.A. Note 115/8" thick / 5 ply APA rated plywood sheathing shall be attached to metal studs at 6"oc a >" 6 Un>d+ at panel edges and all intermediate supports using a No.8-18, 0.315" head diameter x 1-1W long Cads Panel fastener, as described in bugle head screw No • O Note 2 The siding panels shall be installed over 5/8" thick / 5 ply APA rated plywood sheathing pksupported by a minimum 209a, Nominal 35/8" X 1-5/8" Metal C studs spaced a maximum of 16" C si I Note 2) The siding panel fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-5/8" HardiePanel®Siding 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 k r fasteners shall be driven through the 5/8" thick / 5 ply APA rated plywood sheathing into metal Water - resistive barrier per studs located at 16" O.C. Florida Building Code Section Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from 1404. 2 comers. r60" thick HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION APA rated ing fastened James Hardie Building Products, Inc -- to metal studs as described 10901 Elm Avenue in Note 1. Fontana, CA 92337 20ga, 3-5/8" X 1-5/8".Metal C-stud Phone: 909.456-6300 SZE FSCM NO DWG 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" I Date: 424/2013 -SHEET 3 OF 12 6.00in. f+— I I 6.00in. I I I' I I II I 6.00in. Mwwftiwll, theFkCwft neea 7 By Prodw Cee'a II I' I II I• I T6.00in. I I I•I III I• I I PR OINCt REVISED I e MoyM w %* t e F1016110 Aao. P++W Y'bf D., r 001 By r heda FRAMING NOMINAL20 GAUGE 3-5/8" X 1-5/8" STEEL STUDS 16" O.C. FASTENED WITH 5/8" WAFER HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATrI• YNA " NOMINAL5/8" 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 1-1/4" LONG BUGLE HEAD " SCREW CLADDING THE PANEL IS FASTENED WITH NO.B-18, 0.315' HEAD N RESISTANT Cladding I I I /I I i Framing II I • I II I, I Sheathing II I I I OGA tillIn. o-' STATE OF :'` • FLO R0 =-40v FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND LOAD NOT PARTTHIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS)RE HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue DIAMETER X 1-5/8 LONG CORROSIO Fontana, CA 92337 RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT No REv LEAST 3 FULL THREADS PENETRATING THE METAL Phone: 90g 356-6300 sr Fsr n wo FRAMING), PLACE SCREWS 6 O.C. AT PANEL EDGES Fax 909-427-06 i4 A PNL- PLK OFF AND INTERMEDIATE STUDS Creator. E Gonzales scue t" = 1'-0" Date: 4/242013 s tEET 4 OF 1 a SEE pRQDUCIDY ' Si0KMJQN- WALL LENGTH DETAIL A Har Wialal cemplankS. & materialsStudSpacingat16" O.C. prevails Plank 1 2p Siding mate B.+_ I 1 .1 , 518 p APA are nonasbestos fiber -cementproductstestedinaccordance withratedplywood . ASTM C1 186 Grade It, Type A and meeting the requshe9inmeetingementsofthe Florida Building Code Florida Building Code. 1orid as 0W*1YqB 60 .. ..... Section 2322.3 Dodos Cc& PAWE-L-DOWSANA W WidthWater-resisWe Thickness WALL barrier per Florida :gg-1/21 1Z 5116, 1EIGHT I mv 0 Building Code Section 14042 DESIGN RESSME—RAINQY— s—; rodu Caiivaas -P-F installation Design Preisure A 2"X 4"S Wood Studs Wood Studs -92 psf c..'`' mot' / \ Lop Siding Impact Resistant — ed over 5/8" thick 5 PlyPlanksinstall B ION Nails at 16" O.C. 3/4!' Minimum Edge Distance 1-11,r jail x, slis" APA rated plywood sheathing thick starter strip aETA esJ.L-6 -Sheathing fastener. as Acceptance, the Manufacture IGJNSTA-N DETAILS instaNation recommendations, and the described in Note 1 e Florida Building Code. i' Wood studs where HardiePlank, Cemptank, Prevail Lap Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the uirements of this KOA/' ( Note 1] 5/8" thick / 5 ply APA rated plywood sheathing shall e attached to the studs in accordance Siding fastener, as with Florida Building e Section 2322-3. course of the wall with 1-1/a" wide described in Note 2 a Planks shall be applied horizontally commencing from the bottom is:5 &.114'vertically. laps at the top of the plank such that the exposure area of each plank W& a [Note 21 The siding fastener shall be a 2-1Z long, 0.223!'head diameter. 0.092' shank diameter, HardiePlank, -114" O.C. vertically andhorizontally; e Cemplank, Prevail corrosion -resistant siding nail; The sing is fastened A 8 fasteners are driven into wood studs through 5/8" thick / 5 ply APA rated plywood sheathing, fasteneels Lap Siding approximately 3/4' from the bottom edge of the overlapping plank. are placed in the overlapping area approw Vertical 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 per Florida Building minimum of 2'"X4's_P-F wood studs spaced a maximum Of 16" O-C- Fasteners shall have a minimum edge distance of XT. IA Code Section. 1404.2 HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING 5Wthick 5 ply APA rated INSTALLATION DETAILS WOOD STUD CONSTRUCTION plywood sheathing fastened in accordance with Florida James Hardie Building Products, IM Building Code Section 10901 Elm Avenue 2322.3 Fontana, CA 92337 DVMM NO RD 2" X 4" S-P-F Wood Studs Phone: 909-356-6300 SME FSOM NO PNL-PLK-SOFF L to be designed Fax 90 AThewailandsoffitframesare by the Architect or Engineer of Record in Creator. E. Gonzales scoku Date: 4r24rZ013 sHEU 5 OF 12 cornDliance with the Florida Building Code. Fastener Spacing per Florida Building Code Section 2322.3 1- 0.7Sn r' ROWCT IMVU lD r tyimgwi hm.Fbci s A0=0MM No i=RAM'1G NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED WITH 3-1/2' 16d COMMON NAILS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATHING NOMINAL 5/8" THICK / 5 PLY APA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA BUILDING CODE SECTION 2322.3 L - QQtK- G PLANKS.OVERLAP 1-1/4' THE EXPOSURE IS s8-1/4" THE PLANKS ARE FACE NAILED WITH 2-1/2" LONG, 0.223" HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION, RESISTANT SIDING NA)LS,'PLACED 3/4' UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION 6 in. I. Fastener Spacing per Florida Building Code Section 232 -3 I• air An Florida Cladding Framing Sheathing Il3rld'io I • No. 121 lay STATE OF ZXORIDP• • Fs IVAI. ti ? FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND NAV6 LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc 10901 Elm Avenue Fontana, CA 92337 Phone: 909-356-6300 sue ^ "O p-46 NO Ae Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator. E Gonzales sz 1" =1'-0" Date: 4/242013 SHEET 6 OF 12 WALL at 16 , 3/4" Minimum DET-A!1_A dw floeiAe WALL LEiNG I SEE PRODUCT DMCi31PT10-3 I C JE- DETAJLA HardiePlank4l, CemplanW, and 5/8 thick / 5 ply APA PrevaiM Plank lap Siding materials r ----._.r_...--- ---- __..., , -------i --- r ` rated plywood arere nonasbestos fiber -cement sheathing fastened products tested in accordance with studs ASTM C1186 Grade II, Type A and to rnedescribed in Note 1 meeting the requirements of the soammoyme ' 1 Florida Building Code. r ise>Feo..de , ,. 1. ' Water{esistive barrier per Florida PL1s,NK DIMENSIONS Binding Code Width Length Thickness Section 14042 5 9-1/2, 12' 5/16'• Y Xdc Ffti+da t C.onssl ¢ i I ': i 20ga, 3-5/8" X 1-S/8- . DESIGN PRESSURE RATINGLiP; * Metal C.stud Installation Design Pressure ATq ....._. ij. _ I i _ _ Q_,,.F F ` HardiePlank. Metal Studs -92 psf i _ - - Ce Prevail s/-.......... ?\ `,S CTIO lap Siding Impact Resistant -• Distance Nails at 16 O.C. = ANAL 1 Planks installed over 5/8" thick / 5 plyityp•) '. g 1-114* tall X 5116" APA rated plywood sheathingduckstarterstrip Sheathing fastener, as described in Note 1 Siding fastener, as described in Note 2 1 HardiePlank, Cemplank, Prevail Lap Siding 4r( / Water -resistive Vf-, barrier per Florida Bulding Code ` Section 1404.2 5/81, thick 15 ply APA rated plywood sheathing fastened to metal studs as described in Note 1 20ga, 3-5/8" X 1-5/8' Metal C-stud The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. HARDIEPI.ANKCEMPLANK PREVAIL LISP SIDING iNSTAI _CATION DEJ}IJ S All installation shall be done in conformance with this Notice of Acceptance, the manufacturers installation recommendations, and the applicable sections of the Florida Building Code. Metal studs where HardiePlank, Cemplank, Prevail Lap Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O.A Note 11 5/8" thick / 5 ply APA rated plywood sheathing shall be attached to metal studs at 6"oc at panel edges and all intermediate supports using a No.8-18, 0.315" head drameterx 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 s 8-114" vertically. None 21 The siding fastener shall be a minimum No. 8-18. 0.315" head diameter X 2-1/4' long` bugle head screw over metal studs ('or screw shall have at least 3 full threads penetrating metal framing); The siding is fastened s 8-1/4" O.C. vertically and 16" O.C. horizontally, fasteners are driven into metal studs through 5/8" thick 15 ply APA rated plywood sheathing, fasteners are placed in the overlapping area approximately 3/4" from the bottom edge of the overlapping plank. Vertical joints shall be placed over studs. The planks shall be installed over 5/8" thick / 5 ply APA rated plywood sheathing supported by a minimum 20ga, Nominal 3-5/8" X 1-5/8" Metal C-studs spaced a maximum of 16" O.C. Fasteners shall have a minimum edge distance of 30'. Creator. E. Gonzales HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 A I I PNL-PLK-SOFF 1 /2" =1'-W I Date: 4124/2013 1 SHM 7 OF 12 REV w wopfyin Wilk the Fkwwo am -AEG case A NOb-ZI i• Mim i0sknroa 58.25in. FRgMM NOMINAL 20 GAUGE 3-SB" 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 Sl1EATIi)IVG 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 1AW LONG BUGLE HEAD SCREW CLADDING PLANKS OVERLAP 1-1/4' THE EXPOSURE IS S 8-114' THE PLANKS ARE FASTENED WITH NO.8-18, 0.315" HEAD DIAMETER X 2-1/4' LONG CORROSION - RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACED 3/4" UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION 6 in. Cladding I Framing I I6.00inT OC I I I Sheathing OGA eaapi + tYs F7ai `` r2l ATE OF .`. why => c., RORIOP= `,• Lr 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 WALL LENGTH Stud Spacing at 16' O.C. o___ i I i 3/8" Minimum i N0. 4 21 STATE OF :=43r, HARDI_O_FFllr-P LI.F,L,(bLSTj4LLA-TJO19__DETAILS offit fastener, as • All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's escribed in Note 1 installation recommendations, and the applicable sections of the Florida Buildng Code. Wood studs where HardieSoffit, Cemsofft will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.OA HardieSoffit, Cemsoffd a The soffit shall be installed over minimum Z%4" S-P-F wood studs spaced a maximum of 16" O.C. Note 1] The soffit fastener shall be a 2" long, 0.223" head diameter, 0.092" shank diameter, corrosion resistant siding nail: the fasteners shall be spaced at 4" O.C. at panel edges and intermediate studs; the fasteners shall be driven into wood studs located at 16" U.C. Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from comers. SEE P30AUC_1 DESCRIP710N DETAIL A HardieSoffitO & Cemsoffit® materials are nonasbestos fiber-cemegt products tested in accordance with ASTM C1186 Grade 11, Type A 1 and meeting the requirements of the Florida Building Code. 2• X 4"S-P-F SOF_ F T DIMENSION$ Width Length Thickness Wood Studs 4' 8. 1/4" pS. IG_N PFZFSSU6tEjZATI1JG HardieSoM Installation Design Pressure Cemsoffit . Wood Studs -70 psf 0OGAW 61 Nailsat 4" O.C. (typ.)r pu REWSM Distance » a„ gpyog w de Flo" Boubscode ey w PIRA 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. PRODUCT REVISED W caumbiEg WM0*Fkci& BvR ft Code wooepra,e, j r3 C By HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue o Fontana, CA 92337 Phone: 909- 356-6300 s FScM W DOGNO REV Fax 909-427- 0634 A T. PNL-PLK-SOFF 1 Creator. E. Gonzales SCALE 1r2• = no" Date: 4/24/2013 SHEET 9 OF 12 4.00ijn- FROZ71 & REViSFD PRODQJC[avl sw • wib rbe Flood. aslowy;Ag wile dt Flvaidv , 940" cot - sag CD& • EWiN&= Vfft. i a 7 oarworm PmAwe Coeval BY FRAMING NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED WITH 3-1/Z 16d COMMON NAILS (2 PER TOP AND BOTTOM CONNECTION) ' THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CLADDING THE SOFFIT IS FASTENED WITH 2- LONG, 0223" HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION RESISTANT SIDING NAILS, PLACE NAIL'S 4" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Cladding Framing- GAV No 2(Q1121 STATE OF cv F - 0 RO" '• Ss ONA\- tj,,!'J''1I FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 9=7. hone: 909-356-6300 sizs FSCM NO °"r NO Fax 909-427-0634 A PNL-PLK-SOFF Creator. E. Gonzales SCE 1" = V-0" Date: 412412013 s¢Er 10 OF 12 1 WALL LENG i Stud Spacing at 16" O.C. } sue---. WALL 1EIG• 1 i.l 3/8" Minimum Nails at 8" O.C. (typ.) Distance Soffit fastener, as described in Note 1 HardieSoffit, Cemsoffrt 20ga, 3.&8" X 1-5/8" Metal C-stud LThe wall and soffit frames are to be designed by the Architect or Engineer SEE DETAIL A 20ga, 3-5/8" X 1-5/8" etal C-stud HardieSofft, Cemsoffit 1otwu ft-T MODUCIr lEr>IS&D S v b ftF.. P-10_DU0DE$CR(PTLO-N HardieSoffitO & 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. SO- F_F_MDj1H SLQNS Width Length Thickness 4' 8' '/." DESLGN PRESSURE RATING installation Design Pressure Metal Studs r, tJfs%33f,,,. No, 121 STgrE OF B! cow ib r>oar Gonea ='' •c ORIBP 0`v CEMSOFFRpANEL IN.S_TALLA_T_IOtyDETAILS +'s/ ANAL ENr ;#" AIipIE_S_0_FFLTs. . rr All ir><Eallaiion shall be done in conformance with this Notice of Acceptant k!4S'fK'Snufacturer's installation recommendations, and the applicable sections of the Florida Building Code. Metal studs where HardieSoffit, Cemsoffit will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O k all The soffit shall be installed over minimum 20ga, Nominal 3 5/8" X 1-5/8" Metal C-studs spaced a maximum of 16" O.C. Note 1] The soffit fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-1/4' long' ribbed bugle head screw (*or screw shall have at least 3 full threads penetrating metal ' framing) -, the fasteners shall be spaced at 6" O.C, at panel edges and intermediate studs; the fasteners shall be driven into metal studs located at 16" O.C. Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from bomers. vecomoybg rammoEktift Aca ptsomm f 3 C31 f •C i HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 of Record in compliance with the Fax 909-427-0634 A Florida. Building Code. Creator. E.•Gonzales. sau:' 112" =, V-1V DWG NO REV PNL- PLKSOFF I 1 Date: 412412013 SHM 11 OF 12 i&00in. Cladding Framing 6.00nine • PRCD41er REwsm r,g..;ptteeF1o1ii PRODU r D AWAWA ynm,t made P-o Coavot ` 2 21 cc A-u Oq FLOR"P` 0F' fi sS1014lie- FRAMING NOMINAL 20 GAUGE 3-5/8" X 1-5/8" STEEL STUDS 16" O.C. FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD AREFASTENEDWITH5/8' WAFER HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CLADDING HARDIESOFFIT, CEMSOFFIT PANEL THE SOFFIT IS FASTENED WITH NO. 8-18,0.315" HEAD INSTALLATION DETAILS METAL STUD CONSTRUCTION DIAMETER X 1-1/4' LONG CORROSION RESISTANT RIBBED (aBUGLEHEADSCREWS (SCREW SHALL HAVE AT LEAST 3 James Hardie Building Products, Inc. FULL THREADS PENETRATING THE METAL FRAMING), PLACE 10901 Elm Avenue SCREWS 6" O.C. AT PANEL EDGES AND INTERMEDIATE o 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 Sc" V = V-0" Date: 4r24f2013 sHeET 12 OF 12 Florida Building Code Online Page 1 of 2 lica Profession -al • o r I 1 Aral BCIS Home I Lop In I User Registration I Hot Topics ( Submit Surcharge stats & Facts Publications I FBC stare F SCIS Site Map Unkt I Search Or a „ Product Approval r a USER: Public User Product Ailoroval Menu > Product or Aoolicahon Search > Aoohcation Us[ > Application Detail FL # FL12194-RS Application Type Revision Code Version 2014 Application Status Approved Comments Archived O Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813)249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Gi 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 1Z Validation Checklist - Hardcopy Received Certificate of Independence FL12194 RS COI ALC15001.2 Evaluation Report 2014 FBC 04 T4 Soffits - FINAL.odf Referenced Standard and Year (of Standard) Standard AAMA 1402 Equivalence of Product Standards Certified By Sections from the Code Year 1986 http://%Nrww. floridabuilding. org/prlpr_app_dtl. aspx?param=wGEVXQ,ArtDquk24AUC%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 Method 1 Option D 06/14/2017 06/14/2017 06/19/2017 08/08/2017 09/06/2017 FL ?R I Model, Number or Name Description 12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL12194 R5 II ALC15001.2 Evaluation Report 2014 FBC 04 T4 Soffits - FINAL.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: +80/-90 Created by Independent Third Party: Yes Other: See Evaluation Report for limits of use. Evaluation Reports FL12194 RS AE ALC15001.2 Evaluation Report 2014 FBC 04 T4 Soffits - FINAL.odf Created by Independent Third Parry: Yes r-----1 PER Contact lls :: 2601 Blau Stone Road. Tallahassee Ft. 32399 Phone: BSO-4E7-I824 The State of Florida is an AA/EEO employer. Coovdeht 2007-2013 State of Florida. •: Prhraev 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 requesC do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact eSO.487.1395. 'Pursuant to Sedan 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the Department with an email address if they have one. The 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 dick here . Product Approval Accepts: Credit Card Safe http://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fE... 9/7/2017 CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5 m EDITION (2014) Manufacturer: ALUMINUM COILS, INC. Issued June 6, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumeoilsinc.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 EniL 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 61G20-3. ALC15001.2 FL12194-R5 Paoe 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein CREEK TECHNICAL SERVICES, LLC PRODUCT 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. 318" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia See Appendix D for dimension drawings. 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. 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 in2Ain.ft for the 'center vent' configuration. See Appendix D for dimension drawings. 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. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5'" Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. aG—ii w Fs _ 2017.06.06 ti No 74021 % 15:48:16 04'00' 33 STATE OF :4 O QQ:•'• Zachary R. Priest, P.E. R C9 Florida Registration No. 74021 S ONA 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. 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 Loction b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location Location Location Location c. 16" Q4 Soffit —16-inch o.c. Fastener Fastener Location Lo tion ALC15001. 2 FL12194-R5 Page 1 of 8 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" 04 Soffit — 8-inch o.c. Fastener Location iF Fastener Fastener Location 1..l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12,14 Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16.14 Approve Systems for 16-inch Overhang with J-Channel 24F-# A roved Systems for 24-inch Overhang with F-Channel 24J4 Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x. 0072-inch dia. x min. 3/16 12F-1 16-inch Wood min. 1.25 inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail 40.0 24-inch o.c. O.C. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/44nch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 1/4-inch 48 12F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. head diatrip nail spaced 48- 64.2 spaced 24-inch o.c. and securing each panel lap inch o.c. One ( 1) min 3/4-inch x 1/44nch One (1) min. 1 3/4-inch long x 12F- 3 Max. Masonry One (1) 14 ga. 5/84nch long T nail Wood crown staple spaced 8-inch o.c. 0. 072-inch dia. x min. 1/44nch 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 psf) Substrate F-Channel Attachment Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. 16-inch Wood staples In diamond long x 3/8-inch head diameter screw spaced 16-inch o.c. Wood 1/ inch crown staple 0.072-inch dia. x min. 1/4-inch head dia. trip nail spaced 48- 48 64.2 pattern spaced 24- inch o.c. connecting soffit to J-channel spaced 8-inch o.c. inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.754nch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- 353.312-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spacedpanellap12-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-2 Max. 12-inch Wood inch leg staples in diamond•pattem Wood 1-inch leg staple spaced max. 4-inch o.c. and securing each finishing nail with min. 3/16- 63.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long. 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch x 0072 inch dia . x min. 3/164nch head dia. trim nail t25.6 inch o.c. O.C. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 1/4- 2716FA 16-inch Wood crown staples in diamond pattern spaced 24-inch o.c. Wood 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. Mol 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. 5/84nch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- 343.316inchspaced8incho.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced 4-inch 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood o.c. and securing each panel finishing nail with min. 3/16- 343.3 spaced 16-inch o.c. inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max* Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.0724nch dia. x 23.516.1 1 16-inch Wood crown staples in diamond pattern spaced 24-inch o.c. Wood 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 psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal tx2 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. 80/-90 diamond pattern inch x 7d ring One (1) min. 1.75-inch inch o.c. 16-inch head spaced spaced 16-inch o.c. hachinchailsanknil x 0.0724nch diameter 12-inch o.c. finishing nail with min. 3116-inch head spaced 4-inch o.c. One (1) 18 ga.IWinch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 801 24F-2 12-inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 7ti.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) 16 ga1/4- 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 244nch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga. 1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter16-inchwithone 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. 801-60 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 wilh min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 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-RS 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 ps() Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 16-inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.0724nch 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 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. MCREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 124nch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. 'p- One (1) min. 1.75-inch 24J-1 Max. rafter with one x 1-inch leg into the end of the batten or two (2) lap Wood inch crown x 1-inch x 0.072-inch diameter finishing nail with min. 60 12-inch 1) min. 2.25- staples in diamond min. 2.25-inch x 7d One (1) min. 1.75- leg staple spaced 3/164nch head spaced inch x 7d ring pattern spaced 16- ring shank nails toe- inch x 0.072-inch 8-inch o.c. 12-inch o.c. shank nail inch o.c. nailed on either side diameter finishing24-inch o.c. 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. %- 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. 63.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d ring shank nails toe- One (1) min. 1.75 securing each panel 3/16-inch head spaced 16-inch o.c. shank nail inch o.c. nailed on either side inch x 0.072-inch lap 24-inch o.c. of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC15001.2 FL12194-R5 Page 8 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 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. 12F-1 & 12 F-3 No. I Installation Detail Min. 3/9' head dia. nail with min. 14" euga9ement1(or marl nubnttatn) or min. 0.097" dla. T-nnJl or nwb veil with min. 5/9" engagement(lor concrete or block mubstraW , Rhared as note] above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) FASCIA LIP 1 /4" STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. L-PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETALI, ALC1500i.2 FL12194-R5 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail r, SOFFIT STAPLE OPEN RAFTER/ 3/4' X 1/4• i DIAMOND PATTERN DETAILCROWNSTAPLES USING A DIAMOND nI srwEs / PATTERN FACIA BOARD / FASCIA CAP 12F-2 3/4' X 1/4' CROWN FACIA BOARD 8' t -3/4' TRIM NAIL STAPLE ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. F' CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAPINSTALLEDWITHTHED.C. NAILING FLANGE UP OR3/4' X 1/4' DOWN CROWN STAPLE SOFFIT- max. 12-inch span WOOD SOFFIT SUBSTRATE SOFFIT &FASCIA DETAIL ALC15001.2 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. MCREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER Lj Mr rV ` SOFFIT STAPLE DIAMONDGIST I 1I DETAILL-,3/r PATTERN FACIA BOARD ` 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 8' 1-3/4- TRIM NAIL FACIA BOARD CHANNEL 1-3/4- TRIM NAIL STAPLE ON CENTER. PAINTED S.S. screwed to soffit with one(1) 08 x PAINTED S.S. 48" FASCIA CAP 1/2" x 3/8" head O.C. diameter scr6r, 3/4' % 1/4' 16" G.C. CROWN STAPLE SOFFIT —max. 12-inch span T SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALC15001.2 FL12194-R5 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t' 1RIM NAFASCIA BOARD IL1- 11- PARIifU S.S. FASCIA CAP SOFFIT CROWN STAPLE OPEN RAFTER FASCIA BOARD II B! S/6' 1•NLI 16F- 1 SOFFIT & FASCIA 16F- 5 DETAIL FASCIA CAP, REFER TO SOFFIT I FASCIA DETAR. P CHANNEL SOFFITa 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. CREEK . TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Min. 3/q" head dia. nail with min. 1!6" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" ongagement(for concrete or.'block substrate). spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 F" CHANNEL Wocxl, Concrete or Block Wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 .3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.2 FL12194-R5 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail i "°n,`, SOFFIT STAPLE OPEN RAFTER 3/4• x t/a• DIAMOND PATTERN r DETAILCROWNSTAPLESr . L USING A DIAMOND are' KIVECNr snw.Er i PATTERN FACIA BOARD 10i FASCIA CAP 16FA L3/4- X 1/4- CROWNJ/4-TRIMMLFACIA BOARD 8. 1-3 STAPLE ON CENTER 1-3/4- TRIM NAIL PAIN- F- CHANNEL CAN BE PAINTED S.S. 48-FASCIA CAPINSTALLEDWITHTHEOC NAILING FLANGE UP OR 3/4- X 1/4- DOWN CROWN STAPLE SOFFIT— max . 16 - i nch Span WOOD SOF SUBSTRATE SOFFIT &FASCIA DETAIL ALC15001.2 FL12194-R5 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I J* TRIM NAIL FASCIA BOARD PAIRTEU S.S. CAP SOFFIT-1FASCIASOFFIT I'll- CROWN STAPLE OPEN RAPIER FASCIA BOARD 1-4- CROWN STAPLES SOFFIT FASCIA USING A DIAMOND DETAIL 16F-Z $ PATTERN; REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASCIA CAP; REFER TO SOFFIT t FASCIA F' [MANNEI DETAR. 3/8'` SOFFIT; MAX. 16' II SPAN OMTE 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER SOFFIT STAPLE D'ST DIAMOND PATTERN DETAILEmFACIABOARDII STMILS / I 3/4' X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J-1 3/4' X 1/4' CROWN STAPLE '8' ON CENTER 1-3/4' TRIM NAIL FACIA BOARD CHANNEL 1-3/4- TRIM NAIL PAINTED S.S. PAINTED S.S. 48' FASCIA CAP O.C. 3/4' X 1/4' CROWN STAPLE SOFFIT -max. 16-inch span SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE AIL ALC15001.2 FL12194-R5 Page 8 of 12 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 Ten MAX FASCIABOARD PAW1ED Ss. 1.4- CROWN STAPLES FASCIA CAP USING A DIAMOND SOFFIT- 1PATTERN: REFER TO Mrj' CROWN STAPLE SOFFIT SIAPLC DIAMOND PA11ERN DETAIL t I' TRIM NAIL FASCIA BOARDPAINTEDS.S. SOFFIT 8 FASCIA DETAIL 24F-1 & 24F4 1'4' CROWN STAPLE `^ FASCIA CAP: REFER TO SOFFIT t FASCIA / \ OETAB _ Nominal tY SYP r 3/B' Batlen Anthored to SDFFIT: MAX, 24' F-(NANNEL Rafters vi1A one 1d I pin Shank Mae at every Rafter — WOOD SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.2 FL12194-R5 Page 9 of 12 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t' TRIM NAIL FASCIA BOARD PAINTED S.S. 1-' SMOOTH SHANK 7 FASCIA CAP ROOF NAILS sofnT I -of' CROWN STAPLE I I- TRIM NAIL FASCIA BOARD PAINTED $S. SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 I'vt' CROWN STAPLE FASCIA CAP: REFER 10 SOFFIT t FASCIA OETAII Mammal 1'a2' SYP Batten Anchored to SOFFIT: MAX. 24T F-CHANNEL Patten vRh an* Td Ring Shank Nail at every Railer WOOD SUBSIRAIE ALC15001.2 FL12194-R5 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail It' TRIM NA0. fASCIA BOARD PAO17(0 SS. ILGA T-NAILS FASCIA CAP SOffli 1'aI' (ROWN STAPLE 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-3 & DETAIL 24F-6 1'4' (ROW STAPLE FASCIA CAPS REFER TO SOFFIT t FASCIA DETAILNominal1's2' SYP Batten Anchored to SOFFIT; MAX. 24' F-CNANNEL Rafters with one Id Ring Shank Nail at every Rafter MASONRY 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. 0 CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 f' TRIM MAR FASCIA BOARD PAINTED S.S. 1'et' CROWN STAPLES FASCIA [AP US146 A DIAMOND SOFRT PATTERN; REFER TO 1' ' CROWN STAPLE RSOFFITSTAPLE CANTILEVERED DIAMOND PATTERN RAFTER DETAIL FASCIA BOARD 1 TRIM NAIL SOFFIT & FASCIA t' PAINTED S.S. DETAIL 24J-1 & 1'sj' CROWN STAPLE 24J-2 FASCIA CAP; REFER TO SOFFIT A FASCIA oo DETAIL / NoRdnat 1' a r SVP battens + \ stabbed between nbers and SOFFIT; MAX. 24' 1-(NANNEL secured with one (1) 7d dng Ithankna0straght-naned through the ratter MID the end WOOD SUBSTRATE otthe bottenortwop)7d spank naps Wa•naRed enter sae of the bettem at the battenhoRer Mtarsectbn \ / 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. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609.1 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Ko = 0.85 7. Vo, is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1610.9.4 of the FBC. B. 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 HeighQ, 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 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 Desi -ri Wind Pressures for Soffits=in Ex osiire,&'r Building: Type Zone Mean' Roof Hei• ht ft f" Basidwim S• eed: m h' 120,, 1> 130;=-' 940 •, 160:180 19.0 - Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7F506013.1 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 WDeiijriWihd'Prds res f6i'.S6ffit9 ifi.'Eisbee1C..' Zone Roof: 410-:' i 36 1-'40, 15 160 A- 1 ' 70, I- 1 9 200- t" Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 1 -23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8. 58.4 65.5 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 73. 0 77. 5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 1 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 1 43.7 48.4 ALC 15001.2 FI-12194-R5 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Deli n•Wlnd Pressures -for -Soffits- TYPe.: - HeightqZoRoof =- Basic:Wind:S eedBuilding' 120. x130: - 1.40- '' 150'.-'`';160'. 170 1- 52.2 z180-._ -"° y-:•-- 190:7:_ 200' Enclosed 4 20 26.0 30.5 35.4 40.6 46.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 Enclosed 4 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 1 30.6 34.8 39.3 44.1 1 49.1 1 54.4 60 20.2 23.7 27.5 1 31.6 35.9 40.5 45.4 1 50.6 1 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" -L 3/8" J-Channel 3/4" — 1/8" HEM T -T 3/4" 3/8' ISOMETRIC VIEW 3/0' PROKE ISOMETRIC VIEW US* PROKE 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 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 3/4" 7/8" 1/8" HEM 1/41, T 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 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. MCREEKTECHNICALSERVICES, LLC 16" 04 Soffit o2s V01 0 t2V TV 18* 'BLANK' 3. / 6 ORORLE flu DODDD DO 0 0 0 0 0 0 0 0 0 a O O D D D DODO 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 1/8" S/16" 1/2" 1/2" 1/2" 1/2" 1/2" 3/4" 1/8" 1/8" 3/8" 02r TP 012STP 13.75" BLANK 3/8" PROFILE oOOD DDDD o, DDDD 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 ProfessionalBusiness (. PGA SCIS M ome I log In I user Reg tion i Hot Topes I Submit Surcharge I Stats & Facts ; Publications I FSC stag I SCIS site Map I unks I Search I a r y„ .Product Approval USER: Public User tt Product Aooroval Menu > Produtx or Aoplica[mn Search > Application Lis[ > 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 n Product Manufacturer IKO Industries, Ltd Address/Phone/Email 40 Hansen Road South Brampton, NON -US L6W 31-14 708) 496-2800 Ext200 rm a tz001 @ to m pa ba y. rr. co m Authorized Signature Robert Metz rmetzOOI@tampabay.rr.com Technical Representative Bob Metz Address/Phone/Email REMCO of Pinellas 456 Avila Circle NE Saint Petersburg, FL 33703 727) 776-5261 rm etz001 @ to m pa ba y . rr. co m Quality Assurance Representative Don Shaw Address/Phone/Email IKO Industries LTD 120 May Rd. Wilmington, DE 19808 717) 579-6706 don.shaw@iko.com Category Roofing Subcategory Asphalt Shingles Compliance Method Certification Mark or Listing Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FM Approvals - CER Locke Bowden G Validation Checklist - Hardcopy Received Standard ASTM D3161 modified to 110 mph ASTM D3462 ASTM D71SS Class H ASTM E108 Year 2009 2009 2008 2007 http://www. floridabuilding.org/pr/pr_app_dtl.aspa?param=wGEVXQwtDgse7mYBd2b3 K6... 9/7/2017 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option A Date Submitted 06/28/2015 Date Validated 06/30/2015 Date Pending FBC Approval Date Approved 07/06/2015 Summary of Products FL !F IModel, 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 .odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 6 15.odfDesignPressure: N/A Other: FL7006 R9 C CAC FM Letter - ASTM E 108 letter - 5 3 15 .odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions• FL7006 R9 If 1KO-133-02-01 Letter - Installation Instructions for FBC FL7006.Ddf Verified By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 7006.2 Hip and Ridge 12 Cap 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 .odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Design Pressure: N/A FL7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 6 1S.odf Other: FL7006 R9 C CAC FM Letter - ASTM E 108 letter - 5 3 15 .odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R9 it Hio and Ridge Cao Shingle Installation Instructions. odf FL7006 R9 11 IKO-133-02-01 Letter - Installation Instructions for FBC FL7006.odf Verified By: Duc T Nguyen PE 6SO34 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 7006.3 Leading Edge Plus Asphalt Shingle Starter Strip Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 7006.4 Marathon 25 AR, CRC Superglass M25AR One piece fiberglass asphalt shingle used as a starter strip at the bottom of a roof system manufactured in Brampton and Hawkesbury, Ontario plants Certification Agency Certificate FL7006 R9 C CAC FM Letter - ASTM d3161 letter - 4-15- 2015 .odf FL7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 6 15.odf FL7006 R9 C CAC FM Letter - ASTM E 108 letter - 5 3 15 .Ddf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R9 II IKO-133-02-01 Letter - Installation Instructions for FBC FL7006.Ddf FL7006 R9 II Roofing -Prod ucts-Leading-Edoe-Plus- Application -EN(1). Ddf Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 3 tab fiberglass asphalt shingle manufactured at IKO's Brampton, Ontario, Hawkesbury Ont., Toronto, Ont.; Sylacauga, AL and Kanakakee, IL plants http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgse7mYBd2b3K6... 9/7/2017 Florida Building Code Online Page 3 of 3 Limits of Use Approved for use in HVH2: Yes Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: N/A Other: Certification Agency Certificate FL7006 R9 C CAC FM Letter - ASTM d3161 letter - 2015 .Ddf FL7006 R9 C CAC FM Letter - ASTM d3462 letter - FL7006 R9 C CAC FM Letter - ASTM E 108 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.Ddf Verified By: Luc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: Bark meat Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: SSO-487-1824 The state of Florida Is an ANEEO 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 publk-records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.139S. -Pursuant to Section 45S.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address It they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address. please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 4SS, F.S., please click here . Product Approval Accepts: CfedC Cerid Safe http://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgse7mYBd2b3 K6... 9/7/2017 CONSTRUCTION MATERIALS TECHNOLOGIES March 30, 2015 IKO Industries, Ltd 120 Hay Rd. Wilmington, DE 19809 Re: FBC FL7006 Sir(s), PRI Construction Materials Technologies has completed a technical review and attached sealed shingle instructions in compliance the 2014 Florida Building Code. This review was completed based on the receipt of following evidence from IKO Industries, Ltd: 1) IKO Shingle Application Instructions — 3-Tab Shingles EN-3Tab_Appins_8AGXEFS-2012-11_reformatted 2013-02-rev07/13-Florida) 2) IKO Laminated Shingles Application Instructions EN -Laminated Appins_8TTEFS-2012-04 reformatted 2013-02-rev07/13-Florida) 3) IKO Hip and Ridge 12 Application Instructions EN-HipandRidgel2_3HRTri-2013-08_reformatted 2013-08) 4) IKO Leading Edge Plus Shingle Application Instructions EN-3LEP-Tri-2012-06_reformatted 2013-03) 5) ASTM D3161 Test Report (FM Approvals Project No. 3040947) The attached instructions should be used in conjunction with the published manufacturer's application instructions and applicable code. In the event the instructions conflict, these instructions shall govern. Statement of Indeoendence: PRI. Construction Materials Technologies and/or Duc T. Nguyen, FL P.E. do not have nor plan to acquire a financial interest in any company manufacturing or distributing products for which the test reports are issued. Signed: Signed: Brad GrzybopofsKi Luc T.ffllduyenn. Managing RrectorFlorida ere Professional Engineer P.E. Number: 65034 Date: April 30, 2015 Date: April 30, 2015 Attachments: A) IKO Shingle Application Instructions - 3-Tab B) IKO Laminated Shingles Application Instructions C) IKO Hip and Ridge 12 Application Instructions D) IKO Leading Edge Plus Application Instructions IKO-133-02-01 PM Construction Materials Techrnobgies, LLC 6412 Badger Drive Tampa. FL 33610 Tel: 813.621.5777 Fax: 813.621.5840 e-mail: materialstesling@pricmt.aom WebSile.htlp:/AYww.pncmt.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 L T f — i SEAUNG 5TRIP — 61ir t? I EIA4fir NAILS NAILS DO NOT NAIL INTO OR ABOVE THE SEALING STRIP PR Consftdon Materials Technologies, LLC. 6412 Badger Drive Tampa, FL 33610 Tel, 873621.SM Fax, 813.621-5840 e-mail, matenalstesgng@priaM.com WebSite: httpJAvww.pncmtcom IKO Installation Instructions for Asphalt Shingles Page 3 of 5 IKO Laminated Shingles Application Instructions ASTM D3161, Class F — Cambridge, Cambridge HD, and CRC Biltmore AR) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to 2014 FBC. UNDERLAYMENT: Applied in accordance with building code requirements. For areas where the roof slope is less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code requirements, the first sheet overlapping the eave protection by 19", followed by full 36" widths overlapping each preceding course by 19" or other Approved 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". NAIL LINE 6 3/8 f NAILING - STEEP SLOPES APPLICATION Use sb( nails as shown. IM r r CEMENT PROPER APPLICATION REQUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OF THE SHINGLE PPo Construction Materials Technobgies, LLC. 6412 Badger Dnve Tampa, FL 33610 Tel: 813.621-5777 fax: 813.621.5840 e-mail: matenalstesting@pdomt.otlm WebSde: ht4)://www.pdcrnt.com IKO Installation Instructions for Asphalt Shingles Page 4 of 5 IKO Hip and Ridge 12 Application Instructions ASTM D3161, Class F — IKO Hip and Ridge 12) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. Cut hip and ridge shingles into thirds, using the perforation marks as a cutting guide. These shingles are designed for a 5 1/8" (130 mm) exposure. (For a neater appearance, the top of each side of each piece has been factory trimmed on a 1" (25 mm) taper (see drawing). Bend each piece over the hip or ridge, and nail 5 5/8" (143 mm) above the butt edge 1" (25 mm) in from each edge, exposing each piece 5 1/8" (130 mm). Apply hip pieces starting at the lower end of the hip, working up toward the ridge. On hip roofs, apply ridge pieces starting at each end, meeting in the middle. On gable roofs, apply ridge pieces starting at the end opposite to the prevailing wind direction and continue to the other end. Note: To obtain a three-dimensional effect, (which is recommended, but not required), apply hip and ridge shingles double thickness by stacking 2 pieces on top of one another, the lower piece extending about 3/4" (19 mm) further than the top piece (see diagram). The final shingle should be set in cement, and the exposed nail heads of the final shingle should be covered with cement. Prior to application in cold weather, storing the shingles in a heated area will allow for easier bending. NOTE: SHINGLES MUST BE APPLIED PROPERLY. THEYARE DESIGNED FOR USE AS HIP AND RIDGE SHINGLES ONLY, AND SHOULD NOT BE USED FOR ANY OTHER APPLICATIONS. WE ASSUME NO RESPONSIBILITY FOR LEAKS OR DEFECTS RESULTING FROM POOR APPLICATION OR FAILURE TO PROPERLY PREPARE THE SURFACE TO BE ROOFED OVER, OR FAILURE TO PROVIDE PROPER VENTILATION IN ACCORDANCE WITH MINIMUM PROPERTY STANDARDS REQUIREMENTS. REVIEW ALL APPLICABLE BUILDING CODES, MINIMUM PROPERTY STANDARDS, AND REQUIREMENTS PRIOR TO APPLYING THESE SHINGLES USING THESE APPLICATION INSTRUCTIONS. cy TAPER CM Prtl Construction Materials Technologies, LLC 6412 Badger Drive Tampa, FL 33610 Tel: 813.621.5M Fax. 813.621.5840 e-mail. matedalstesbng@pocmt.com WebSite: httWj www.pncmt.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. PR ConstnxchOn Materials Technologies, LLC. 6412 Badger Drive Tampa, FL 33610 TO 8133-621.5777 Fax- 813-621.5840 e-mail, materialsteshng@prlCmLoom WebSite: htlpJrwww.pricmLcam Florida Building Code Online Page 1 of 2 Professional, Regulation rrrr i' 1 V Q BCis Mome I Lao in I user Registration Not TOPICS ( Submit Surcharge scats 6 Facts ! Pubhutions ( FSC Stall i SCIS Site Map finks searchdb i y i a Product Approval IUSER: Public User Product Approval Menu > Produtt or Applintlon Search > Application List > Application Detall FL # FL2346-RS Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Warrior Roofing Manufacturing Address/Phone/Email 3050 Warrior Road. Tuscaloosa, AL 35404 205)553-1734 Ext115 Steven@WarriorRoofing.net Authorized Signature Steven Crew Steven@WarriorRoofing.net Technical Representative Steven Crew Address/Phone/Email 30SO Warrior Road Tuscaloosa, AL 35404 205) SS3-1734 Ext 1024 Steven@WarriorRoofing.net Quality Assurance Representative Steven Crew Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext1024 Steven@WarriorRoofing.net Category Roofing Subcategory Underlayments Compliance Method Test Report Testing Lab PRI Construction Materials Technologies, LLC Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 10/OS/2019 Validated By Jesus Gonzalez, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL2346 RS COI PRI CMT Cert of Independence.odf Referenced Standard and Year (of Standard) Standard Year ASTM 0226 2006 ASTM D4869 2005 Equivalence of Product Standards Certified By UI affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. n http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtOc8bnSknRps9... 9/7/2017 Florida Building Code Online Page 2 of 2 Documentation from approved Evaluation or Validation Entity OYes ONo ON/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 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.odf 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 iSA Test Reoort.odf Other: Primary roof covering should be installed FL2346 R5 TR 30A Test Reoort.odf immediately after felt. Roofing felt is not intended to be an unprotected weathering surface. 2346.2 15w and 30w roofing felt ASTM D 4869 Tested Limits of Use Installation Instructions Approved for use in HVHZ: No FL2346 RS II Installationinstructions.odf Approved for use outside HVHZ: Yes Verified By: PRI Construction Materials Technologies, LLC Impact Resistant: N/A Test Reports Design Pressure: N/A FL2346 R5 TR 15w Test Reoort.odf Other: Primary roof covering should be installed FL2346 R5 TR 30w Test Reoort.odf Immediately after felt. Roofing felt is not intended to be an unprotected weathering surface. sack Wert Contact us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone, 8SO-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2011 State of Florida.:: Privacy Statement :: ACCe9Slbiliry 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, d0 not send electronic mall to this entity. Instead, contact Cite Office by phone Or by traditional mall. If you have any questions, please contact 850.487.1395. `Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address if they have One. The smalls provided may be used for official communication with the licensee. NOwever 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 4SS, F.S., please click here . Product Approval Accepts: Credit Card Safe http://www. floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgtOc8bnSknRps9... 9/7/2017 WARRIOR® ROOFING MANUFACTURING P.O. BOX 40185 • TUSCALOOSA. AL 354" • PHONE (205) 5534734 • FAX (205) 5534755 193 LEROY ANDERSON ROAD • MONROE, GA 30M • PHONE (7T0) 207-0695 • FAX (770) 207-0T75 323 DEVELOPMENT AVENUE • CHAMBERSBURG, PA 17201 • PHONE (717) 709.0323 • FAX (717) 709-M7 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 N length a minimum of two inches as you move up shedding. 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. i Duct Leakage Test Report Prescriptive or Performance Method Jurisdiction: Permit #: 0-2 70 Job Information Builder:'pc1,uar e-S Community: MSe 12 Lot:af Loo Address.33X5 <llavt < Unit: City: n o`d State: Zip:,-M7 Duct Leakage Test Results O Prescriptive Method *Performance Method System 1 r2 cfm25 System 2 cfm25 System 3 cfm25 Sum of any additional systems cfm25 Total of all systems cfm25 OPrescriptive Method cfm25 (Total) To qualify as "substantially leak free" Qn must be less than or equal to 0.04 if air handler unit is installed. If air handler unit is not installed, Qn Total must be less than or equal to 0.03. This testing method meets the requirements in accordance with Section R403.2.2 Performance Method cfm25 (out or Total) To qualify as "substantially leak free" Qn must not be greater than the proposed duct leakage Qn specified on Form R405-2014 1 + 8t1 ' OOZ Qn Total of all Total Conditioned Leakage Type selected Qn specified on Form systems Square Footage on Form R405-2014 Energy Calc) R405- 2014 (Energy Calc) PASS [:] FAIL F1 fco LeK ct-e,- 10,03 Testing Company Company Name: 15 Lightyears, Inc Phone: (855) 438-1515 1 hereby verify that the above duct leakage testing results are in accordance with the Florida Building Code requirements with the selected compliance path as stated above, either the Prescriptive Method or Performance Method. Date of Test: 3/30113 Signature of Tester: A4 t- Printed Name of Tester: Bic-' Gel C-hy eICL License/ Certification #: 9FTD(oW Issuing Authority: RESNET Envelope Leakage Test Report Blower Door Test) R402.4.1.2 Compliance jurisdiction: , Permit #: 11- a570 Job Information Buildert the s Community: dharn rese ye. Lot: a a Address: 3 U5 Al 1 cro Unit: City: S State: L Zip: 3a-7-7 3n Air Leakage Test Results Passing results must be 7 ACH(50) or less Method for calculating building volume: VNI x 60 O Retrieved from architectural plans CFM(SO) Building Volume ACH(50) tS2`ode software calculated apAss FAIL Q Field measured and calculated When ACH(50) is less than 3, Mechanical Ventilation installation must be verified by building department. Certification of Test Results 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, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure or 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553. 993(5) or (7), F.S. or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Testing Company Company Name: 15 Lightxears, Inc. Phone: (855) 438-1515 1 hereby verify that the above Air Leakage results are in accordance with the 5th Edition Florida Building Code Energy Conservation requirements Section R402.4.1.2, Climate Zone 1 and 2. Date of Test: 31301 I8f Signature of Tester: Printed Name of Tester: A1;rhae_( ChMe-La License/ Certification #: LIFTO6 Kj Issuing Authority: RESNET DESCRIPTION AS FURNISHED: Lot 212, WYNDHAM PRESERVE, as recorded in Plot Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America 38-5 O'Gtl i _ Atnlo,) 0a(v(::- LOT 211 1 1 REC. 1/2' I.R. NO I.D. O 00 ti ,VIP* (/ 7 1 29.80' tiaA 10.00' LOT 187 S 00°1657" E 60.00' LOT 212 JOX3.0' aAC PAD 12.7' a COV'D. to c CONC. REC. 1/2' I.R. NO I.D. S17• 29.80' 14.7' 10.00' w O 00ONESTORY c RESIDENCE o v LOT 213 CS tiF.F.- 25.80' d ° to 40 ti 10.00, 25.20' 2.1' ON J REC. 1/2' I.R/ NO I.D. SETBACKS AS FURNISHED WALK FRONT - 25'(1) ENDS 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 140041PROPOSEDDRAINAGEFLOWLOTGRADINGTYPEA" PROPOSED F.F. PER PLANS - 25.8' ffl ik20.010.00' 16, RIC( S DR. 25. 20' 25.20' 2. 1 10' UTIL. IESMT. O1 B. B.) S 00°1657" E 60. 00' NIGHT HERON DRIVE PRIVATE DRIVE) PLOT PLAN AREA CALCULATIONS A1' 5" 352.56' P.C. REC. 1/2' I.R.------ NO I.D. WALK ENDS TOTAL LOT AREA 6.900 t SQUARE FEET FLATWORK ON/OFF LOT - TOTAL t SQUARE FEET FLATWORK DRIVE 403/ 110- 513 t SQUARE FEET FOUNDATION/PAD 2,218 t SQUARE FEET WALKS JO/ 300- MO t SQUARE FEET REAR PATIO 85 t SQUARE FEET FRONT PORCH DECK 91t SQUARE FEET SOD 4,0651250 - 4,315 f SQUARE FEET I POOL DECK N/A t SQUARE FEET NOTE FRONT SIDEWALK AND STREET LOGAnON TAKEN FROM PLANS PROVIDED BY CLIENT • NOT FIELD VERIFIED • CRUSEXHEYER— SCOTT ASSOC., INC. — LAND 5,UR11&-rUR,S' LCGCND - LEGEND - 5400 E. COLONIAL DR. ORLANDO. FL. 32807 (407)-277-3232 FAX (407)-658-1436 P PLAT PUL.. POINT ON LINE NOtm, r IP. FIELD IRONPIPC SIR PA.C. TYPICAL POINTIPREVERS[ CURVATURE 1. THE UNDERSIGNED ODES HEREBr CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORM BY THE FLORIDA BOARD OF IP. IRON R00 P= POINT OF COIPOUND CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS OF CHAPTER 5l-17 FLORIDA ADMINSMIAV CODE PUMANT ID SECTION 472.027. FLORIDA STATUES GL CONCRETE NQIINENT RA0. RADIAL 2, UNLESS EMBOSSED WIN SURVEYOR'S SICM17JRE AND ORIGINAL RNSEO SEAL. THIS SURVEY MAP OR COPIES ARE NOT VALID SCT I.R. tR' 1R ./ILI 4596 NR vP. NON -RADIAL WITNESS POINT 3. THIS SURVEY WAS PREPARED FROM ITILE INFORMATION FURNISHED, TO ME SURVEYOR. (HERE WY BE OTHER RESTRICTIONS RCC. PAIRECOVERED OINt OF ICGIINING CALC CALCU AXII OR FASQIEMS TINT AFFECT 005 PROPERTY. PAC. POINT Or COMMENCEMENT CFx N'NO OERCH01/NO MPROVEMENIS HAVE OEEN LOCATED UNLESS OMERNtSE SHOWN . i CENTERLIEA FINISHEDRN' FLOOR CI.CVAtMEMUMEN,IDOS SURVEY IS PREPARED AIR ME SOLE BENEFIT OF INOSE CERTIFIED, ro ANo 940LW Nor BE RELIED UPON Or ANY OTHER Esm N60 NAIL L DISK 03L. IN. WILDING SETBACK LINE BCNCHKARK Q DIMENSIONS SHOWN FOR ME LOGipN OF IMPROVAfENT2 HEREON HOLM NOT Bf USED t0 RECONSTItUCr BOUNDARY ONES. RI fSHT. RIGHT -OF -VAT CASEMENT I.I. BASE DEICING 7. BEARINGS. ARE BASED ASSUMED DATUM AND ON THE LINE SHORN AS BASE BEARING (B.BJ DRAIN. ORAUTAGC S. ELEVATWNS. IF SHOWN. ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1920. UNLESS OTHERWISE NOTED. UI11 . CLFC. UTILITY CHAINLINKFCHCC 0. CERTIFICATE OF AUTHORIZATION Ne. 4590. V0. PG C/ D WOOD FENCE CONCRETE BLOCK SCALE - t' -20 DRAWN By' ••• P. C. P.I. POINT Or CURVATURE POINt OT TMIGFJCY CERnnED BY: DATE ORDER No. OF. SC. RDESCRIPTION l PLOT PLAN 08-16-2017 3337- 17 L nacNGTN LCFORM80ARD FOUNDArION/ELEVS. 11-06-2017 4901-17 C DELTA CHORDFINAL/ELEVS. 03-26-18 I782-I8 C. I. CHORD BEARING NORTH THIS BUILDING\PROPERTY DOES NOT UE WITHIN — - -d 1HE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM• TO E . R. L S. 1 47t4 ZONE X. MAP / 12117CO090 F (09-28-07) W. S R.LS / 4801 REQUIRED INSPECTION SEQUENCE PARK SQUARE HOMES SFR-DETACHED Permit # 1'1- 25'7 O Address: 382.5 tJ 1C biT rM rJ BUILDING PERMIT Min Max Inspection Description 10 Form board / Fo—u—nUaffi—o—n-Su—rvey 10 a re our 20 T.'711 /—........ Cell7meI / Tie Beam 30 Sh 30 e 40 50 60 70 eetroc 40 70 50 oof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence ELECTRICAL PERMIT Min Max Inspection Description O 6'LQL"i(ZIC- VNDE.REP+V 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION mo'ic-) Application No: Documented Construction Value: $ Job Address: -3 8 _ _5 n imhf &Mn Ly Parcel ED: Historic District: Yes No ResidentikL2-1 ommercial Type of Work: Newla"OAddition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: Phone: Name Street: City, State Zip: Fax: Email: Property Owner Information Phone: Resident of Contractor Information Name .577 i Phone: R/3 -9/0,3 4D_3 CA a3 2- Street: 10-3 4 _'iDOzr ,Qr. Fax: City, State ZipState License No.: 42 0c)5 4/0 Name: Street: City, St, Zip: Bonding Company: Address: Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: -in addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities -such as -water management districts, state agencies, or federal agencies. Acceptance of pen -nit 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 requiredestimatedinordertocalculateaplanreviewchargeandwillbeconsideredtheconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current [CC Valuation ble in effect at the time the permit is issued, inTa 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 an ntng./ Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to -Me. df ."' Produced ID Type. of ID. Print Contractor/Agent's Name Signature of Notary -State of Florida bate junan K. 'Clair oo r'`' 6G151701Commssion Expires: October 15, 2021 Bonded thru Aar Contractor/Agent is Personall Known to lute Produced ID Type o D BELOW IS FOR OFFICE USE ONLY Permits Required: Building Eletctrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: is of Stories: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes[] No APPROVALS: ZONING: - ENGINEERING: COMMENTS: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: FIRE: WASTE WATER: BUILDING: Permit Application Revised: June 30.2015 i. R6RfiYnt PROPERTY OWNER OR HIS AGENT: PARK SQUARE HOMES ADDRESg: 5200 VINELAND RD CLTY: ORLANDO mu: FL CONTRACT AGREEMENT JOB NAME: DATE: 6/21/2017 1 ?.S DOCUMENT: ELECTRICAL CONTRACT REVISED -' Kam. SPEC: LEVEL I — WITH CFL BULBS I FUEL: GAS/ELECTRIC 1=: ORLANDO CITY: SANFORD ST .: FL WYNDHAM PRESERVE PLAN SERVICE SIZE SQ FT A/C SYSTEM PRICE SEBRING 200A 2410 10-kW HEAT 240V, 60A 6,7S8.00 S-TON AC 240V, 50A SORRENTO 200A 2078 SAW HEAT 240V, SOA S,465.00 4-TON AC 240V, 40A SPRUCE 200A 2774 8-kW HEAT 240V, SOA 7,264.00 4-TON AC 240% 40A SUNDANCE 200A 1730 5-kW HEAT 240V, 35A S,081.00 3-TON AC 240% 30A TELLURIDE 200A 2637 10-kW HEAT 240V, 60A 6,601.00 5 TON AC 240% 50A TRIBECA 200A 1986 8-kW HEAT 240V, SOA 5,608.00 4-TON AC 240% 40A TUSCANY 200A 2718 10-kW HEAT 240V, 60A 6,818.00 5-TON AC 240V, 50A WALTON II 200A 1811 8-kW HEAT 240V, SOA 5,110.00 4-TON AC 240V, 40A WELLINGTON 200A 3075 QTY 2) SAW HEAT 240% 35A 7,587.00 QTY 2) 3-TON AC 240V, 30A CONTRACTOR/OWNER: EDMONSON ELECTRIC: _ 1034 Skipper Road • Tampa, DATE: DATE: i e.w•wnmxawn+.•v.•+v.• .ri:va.....r.m... ne+.L.w.ne...+-rer.samm.nnr- _.. :•vn. ...n .- : Phone:(813)910-34 3 • Fax:(813)910-8S46 • www.EdmonsonElectric,com FLORIDA LICENSE B W1300S40E r Divisionervicesdin 'Snt taATIONIFOF, t U)e artfneemenXY T oijil plainini'll",C), an-( - Fee c F-USY4 0vicK -..License No. Y-1 0Jjcja Z1F Code : ricanEXpressSobSiteAddressDiscover city MasterCard VISA --7 f,pgLyme tTyve 4LI f7 to e'b a a) Offb e clay bast Card IIvmber-. Tee d%its. ou thth v code,. C.C gamuape type) ameas N. To InaabCardComPanY A AvwcS f used b, Y e" I zip Code c2xdBlUmY=. City processed. A, t will be Cardholder Signat"re - Y our re ques MworviyMents for completed 'OT fetes must be, COMP" staff to cbesgeoughCountyincluding73pcode, =_ boy pox informatiou, rizes card- signature autbLo Id s r-te&t r c,_.pjeted form to the cardboolder RIcable OLL s74VIG D as PPlisprvicesOr T O-PFOR02LTRt". - V cit yr CAS RS ONLY Ceu er 913.-'2'7-6711 M-Al L-Iceuse is 813-635-'736'7 -(tlaisurobeT SoUtIl COUUV S13-641-6913 2009 Revised December ..... . .. .... ..