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HomeMy WebLinkAbout517 Red Rose Ln 18-1463 PERMIT && (A)COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100004 BUILDING APPLICATION #: 1.8-10000445 BUILDING PERMIT NUMBER: 18.10000445 UNIT ADDRESS: RED ROSE LANE 517 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: OWNER NAME: ADDRESS: 1S--14(3 DATE: May 07, 2018 21-19-30-510-0000-3110 PARCEL: TRACT: BLOCK: LOT: APPLICANT NAME: TAYLOR MORRISON OF FL INC ADDRESS: 2600 LAKE LUCIEN DRIVE SUITE 350 MAITLAND FL 3275.1 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL•NOTES: 517 RED ROSE LANE / THORNBROOKE PHASE 4 SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS -ARTERIALS CO -WIDE ORD Single Family Housing ROADS-OLLECTORS N/A 705.00 1.000 dwl unit 705.00 Sina Family Housingg 00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family Housingg SCHQOLS 54.00 1.000 dwl unit 54.00 CO Y7IDE ORD PASingle Family Housing RKS N/A 51000.00 1.000 dwl unit 5,000.00 00 LAW ENFORCE N/A DRAINAGE N/A 00 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COU14TY ROAD, FIRE/RESCUE, LIBRARY AND/OH EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REppUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER TIIAD CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE Parcel ID Number: 21-19-30- 510 -0000- 3LC 0 Prepared By Kim Carter and Taylor Morrison Homes Return To: 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. 1111111111111111111111111111111111111111 GR:iNT 11ALOYY SEMINOLE COUNT' CLEN'1{ OF CIRCUIT COURT b. COMPTROLLER 8K 9005 F's 1542 (1Pgs) CLERK'S T 2018031187 RECORDED 03/21/2018 02:29:18 PM RECUR FEES '$10.00 RECORDED BY hdevore The undersigned hereby gives notice that improvements 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 : LOT l/ Legal Description : Thornbrooke Phase according to the plat thereof, as recorded in f r Plat Booktf), Page'l&7/of the public records of Seminole County, jl l Florida. Addresses : 5-1-1 Ked PoSG Sanford FL General description of improvements: Single Family Home Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 Fee Simple Title Holder: N.A. Contractor name and address: Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 6. Surety: N.A. 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. 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 INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 11. Date Signed : Signature of Owner's Agent: ZnAsa Wright or Morrison of Flori440c. Sworn to and subscribed before me this by John Asa Wrig rsonally known to me. Notary Public DA ClarkIFFg My commission expires: 6/27/19 pust e'29d A. "."hSerialNo. FF 209108 t 'nature: ,P : Wo AND- a4NW. Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, l declare that I have read the G(S`'d$r tb¢1 the facts stated in it are true to the best of my knowledge and belief. E1EIiY f f 14 CIAC IT COURt Afbf C o EF lrtbt 16A DTPUTY • . R Y 2018 CITY OF SANFORDMAR212018BUILDING & FIRE PREVENTION D PERMIT APPLICATION Application No: Y S- i L4 ( 3 Documented Construction Value: S ov Job Address: 5 11 f,44 f DS< L-0- h4-, Historic District: Yes No Parcel ID: 21-19-30-S(0-0000-31( 0 Residential R Commercial Type of Work: New El Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY THORNEBROOK PHASE LOT NUMBER: 3 l Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: No 111-[1'- II '-rr,1 M 2-7r, M, • Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Resident of property? : NO Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Fax 407-257-6940 State License No.: CBC1257462 Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: N/A Address: Fax: E-mail: Mortgage Lender: N/A 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: 5t° 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 applicab laws regulating construction and zoning. ZZ '4iy Signature of r/Agent Date Sig re of Conhactor/Ag to TAYLOR MO ION OF FLORIDA INC Print Owner/Ae 7 Signature of N -State of Flol,16, Da e 1,— e ` Owner/Agent is yM Personally Known to Me or Produced ID N/A Type of ID JOHN ASA WRIGHT Print Contract&Mliu& Name 3J F'+ma7 Contractor/Agent is YES Personally Known to Me or Produced ID NIA Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building [o Electrical a Mechanical @ Plumbing© Gas Roof Construction Type:y3 Occupancy Use: 23 Flood Zone: K-5EE 41TzakcHE Total Sq Ft of Bldg: 2-IRMin. Occupancy Load: 14 # of Stories: Z New Construction: Electric - # of Amps I S10 Plumbing - # of Fixtures Z I Fire Sprinkler Permit: Yes No 52 # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: S- /-/V Ae UTILITIES: 01 WASTE WATER: ENGINEERING: 00G A-10-19 FIRE: BUILDING: Sr' 11, ($ COMMENTS: vk 4s s',*/r ",ilw Ao"4.e rr,;tA Sgo-&eCs 4~,( &44±E. Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE TAYLOR MORRISON SFR -DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 10 Form board / Foundation Survey 10 Temporary Underground Power UG Slab / Mono Slab Pre our 20 1000 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence REVISED: June 2014 sAAVACC. ELECTRICAL •PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power UG 30 Electric -Rough 1000 Electric Final MECHANICALaPER1GIIT ,x; .;i.'7 x- . _:m.a'__ _ • Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final 172077,Plumbing Inspection Description Plumbing Under ound Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICALaPER1GIIT ,x; .;i.'7 x- . _:m.a'__ _ • Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final Ute I 1 tj MAR 2013CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: S- i L4 ( 3 Documented Construction Value: S 1 3 Job Address: _ 511 f/a GS< L-4- hg—, Historic District: Yes No 0 Parcel ID: 2 1-19-30- 90-0000- 31 f 0 1 Residential R Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY .. ; - THORNEBROOK PHASE LOT NUMBER: 31 1 Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: M-M,WoTJ - n u nu •u Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Resident of property? : NO Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 Fax: City, State Zip: MAITLAND FL 32751 State License No.: Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: NIA Address: Phone: Fax: E-mail: Mortgage Lender: NIA Address: CBC1257462 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Revised: June 30.2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicab a laws regulating construction and zoning. Z-- /Z-- Z / — Signature of O er/Agent 4Date Si ure of Contractor/Ag ate TAYLOR MO ION OF FLORIDA INC Print Ovmer/Ae PI Signature of NW -State of FSA lor tP s Zp 9 Da e cuter f Owner/Agent is yM Personally Known to Me or Produced ID N/A Type of ID Print ContractotAAftufls Name 3, P o•• 0l Contractor/Agent is YES Personally Known to Me or Produced ID NIA— 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: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: lune 30, 2015 Permit Application City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor Morrison of Florida, Inc. Address: 2600 Lake Lucien Drive City: Maitland State: Florida Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphne@permitspermitspermits.com Property Address: 517 Red Rose Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-510-0000-3110 Phone Number: 407-629-0077 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) OFFICIA US ONL Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 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#18-1463 Reviewed by: Michael Cash, CFM Date: April 30, 2018 0 0 o OApplication for Right -of -Way Use for Driveway, Walkway & Landscape LO I Dl) Department of Planning & Development Services 1877 300 North Park Avenue. Sanford. Florida 32771 sontordn°O9 Phone: 407.888.5140 Fax: 407.888.5141 This permit authorizes work to be done in the City of Sanford's right-of-way in accordance with the City's regulations and the e attached construction plans approved as part of this permit. 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 size and location of the existing right-of-way and use shall be provided or application could be delayed. r m"Moazr Zor r 6roCQIIbd yoCallbdorore°dig 1. Project Location/Address: r e 2. Proposed Activity: Driveway Walkway Other: 3. Schedule of Work: Start Date Completion Date D Emergency Repairs 4. Brief Description of Work: MMEWAY AM AW SFA Maintenance Responsibilitieslindemnification The Requestor, and his suCOessore 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. Requester may, with written City authorization, remove said installationfimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stommraler facilities, orany general maintenance activities by the City becomes In conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such faaTities are In the public right-of-way. If the Requestor does not continuously maintain the Improve- ment and area in accordance with previously stated criteria, or completely restore the rlghtof-way to its previous condition, the City shall, after appropriate notice. restore the area to its previous condition at the Requestors expense and, if necessary, rile a lien on the Requestoes property to recover costs of restoration. To the fullest extent permitted by law. Requestor agrees to defend, indemnify, and hold harmless the City, its oouncilpersons, agents, servants, or employees appointed, elected, or hired) from and against arty and all liabilities, claims, penalties, demands, sults, 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), mulling in any fashion from or arising directly or Indirectly out of or connected with the use of the City's right-of-way. I have read and understand the above statementand by signing this application I agree to its terms. I hereby understand and agree to pay all city fees related to this application as required by the city's adopted Fee Resolution. Signature: Date: t This permit shall be posted on the site during construction. Please call 407.888.5080. Ext 8401.24 hours In advance to schedule a pre -pour Inspection. Pre -pour Inspection by: Date: Seolsmber 2010 Row use nA- edi SCPA Parcel View: 21-19-30-510-0000-3110 tF trcr.aroourry annoy Parcel Information http://parceldetai i.scpafl.org/Parcel Detai 11 nfo.aspx?PI D=2119305100... Pro egyRecordCard Parcel: 21-19-30-510-0000-3110 Property Address: 517 RED ROSE LN SANFORD, FL 32771 Parcel 21-19-30-510-0000-3110 Owner TAYLOR MORRISON OF FL INC Property Address 517 RED ROSE LN SANFORD, FL 32771 Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Subdivision Name I THORNBROOKE PHASE 4 Tax District I S1-SANFORD I DOR Use Code 00 -VACANT RESIDENTIAL Exemptions Land Value (Market) Value Summary 2018 We Values Valuation Method Cost/Ma Number of Buildings I 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 40,000 Land Value Ag Assessment Value Just/Market Value " 40,000 Portability Add- - - Save Our Homes Adj 0 Amendment 1 Adj 0- P&G Adj- 0 Assessed Value 40,000 Tax Amount without SOH: 2017 Tax Bill Amount Tax Estimator Save Our Homes Savings: Does NOT INCLUDE Non Ad Valorem Legal Description LOT 311 THORNBROOKE PHASE 4 PB 81 PGS 70-71 Taxes Taxing Authority Assessment Value Exempt Values County General Fund 40,000 0 Schools 40,000 0 City Sanford 40,000 40,000 .-- - -- --- -- - 0 0 - SJWM(Saint Johns Water Management) j County Bonds 40,000 0 Sales Description Date Book Page Amount Qualified No Sales I of 3/21/2018, 11:17 AM CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION F1, (' /q(a3ApplicationNo: Documented Construction Value: S. (,'J97- e) C7 Job Address:/ 7 Igc/ j&_Jxe 10, -,,Le Historic District: Yes No Parcel ID: % •y Residential Sf Commercial Type of Work: New Sf Addition Alteration Repair Dcmo Change of Use Movc Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Title Phone: Fax: Email: Property Owner Information Name •Tcu Phone: Street: Resident of property? City, State Zip: Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 215 Street: 6310 MABLETON PARKWAY, SUITE 1000 Fax: (770) 941-9522 City, State Zip: MABLETON, GA 30126 State License No.: CFC1426562 Architect/Engineer Information Name: Phone: Sheet: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: YARNING 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, CoiNsti r WITH YOUR LENDER OR AN A-1-1.ORNEY BEFORE RECORDING YOUR NOTICE OF COMM ENCENI ENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand flint a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, henters, tanks, need air conditioners, etc. PBC 105.3 Shall be inscribed wilh the dale or application and the code in effect as or lbal dale: 51" Edition (2014) Florida Building Code Revised: June 30, 2013 Permit Application NOTICE: Its 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 I•ederal 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 Sanlord requires payment of a plan review tee at the time ofpermit 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: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature orOwner/Agent Date Print Owner/Agent's Name Signature or Notary -State of Florida Dale Signature ge ate TONY MAH FEY r Print Contractor/Agen me 681cSignatureotary-State of Florida ptHuonrnnrri, PMi OG Owner/Agent is Personally Known to Me or Contractor/Agent is V Perso4y E Produced ID Type of ID Produced ID Type of ID=ORGLq O UG 21, 2020 BELOW IS FOR OFFICE USE ONLY ,q 11c1% 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, Fire Sprinkler Permit: Yes No APPROVALS: "ZONING: ENGINEERING: COMMENTS: Plumbing - # of Fixtures of I -leads Fire Alai -in Permit: Ycs No UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application ' R77 ' CITY OF SANFORD 4T 1 1 BUILDING & FIRE PREVENTION JUN 12 2018 PERMIT APPLICATION AppLication No: l£-/1D Documented Construction Value: S 1y) 20C., Job Address: I MAE) ' • Parcel ID: Historic District: Yes \o D' Residential Commercial Plan Review Contact Person: Phone: Fax: Email: j( Pro erty Owner Information Name ` `v Phone: Street: City, State Zip: Title: Resident of property? Contractor Information Name ii cl —4Phone: I I I p Street: Fas: q0-2,385 I City, State Zip: _ C'iG t' '/ / / State License \o. v v Architect/Engineer Information ame: Phone: Street: Fax: Citi. St, Zip: E-mail: Bonding Company: address: Nlortgase Lender: Address: WARNING TO OWNER: )'OUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVE-MENTS TO YOUR PROPERTY. A No,riCE OF COMMENCEMEN'r MUST BE RECORDED AND POS'rED ON THE ,IOB SITE BEFOR-E THE FIRST INSPECTION. IF YOU INTEND TO OBT.-IN FINANCING. CONSULT WITH YOUR LENDER OR AN' ATTORNEY BEFORE RECORDING YOUR NOTICE OF CONIMENCEM ENT. rplicwion is hereby made to obtein a permit to do the work and instal lations as indicated. I certify that no work or in_tailation has conarnenced prior to the issuance of a permit and that all work- will be perfonned to meet standards of all laws regulating cons:rtction to this jurisdiction. I understand that a separate permit must be secured for electrical \%ork. plumbing, signs. -wells. pools. furnaces. boilers, heaters. tanks, and air conditioners. etc. FCC 10,.3 Shall be inscribed -with the date of application and the code in effect as of that date::'" Edition (2014) Florida Building Code i s=d• Jin: i4. '_n i 5 P_; nu A; , licatintt NOTiCE: to 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 asencies. Acceptance of permit is verification that i will notify the owner of the properry of the requirements of Florida Lien Law. FS 713. The City of Sanford requires payment of a plan reviev.• 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 %rill 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 chat-ees fieured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. QWN—ER-S AFFIDAViT: 1 certify that all of the foregoing information is accurate and that all Nvork «'ill be done in compliance with all applicable la -*N's regulating construction aid tonin,. SiTnotureOfORller Agent Dale Print Owne:,Aeem's Xan: Sienature of Notary -State of Florida Date O\yner/.went is Personally Known to Nle or Produced ID Type of ID Contractor/Anent is ' Personally Known to Me or Produced iD Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Nlin. Occupancy load: New Construction: Electric - r of .amps Fire Sprinkler- Permit: Yes i\O aPPROVaLS: ZO\f\tG: CONINIE\TS: td: iun.:4.:oli EN G I N1 E E R FN1 G: of Heads UTILITIES: FIRE: Flood Zone: r of Stories: Plumbing - r of Fixtures Fire alarm Permit: Yes \o V. -ESTE \VATER: BUILDII\G: DESCRIPTION AS FURNISHED: Lot 311, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Poyes 70 thru 71, Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Taylor Morrison ,of Florida, Inc. LOT 283 LOT 312 5.00' W PC N 00.14 55 • W 289.82" I LOT 784 LOT 285 N 00014'55" W i 40.00' LOT 311 1 26.80' 34.80' 30.0" 0 17 26,80'S 16.0" 5.00' 0 D6 5.00' LOT 310 W FORMBOARD FOUNDATION TOP OF FORMS 24.52" p O C\2 5.0' ED 0i 21 3' 5.U0' 25.20" 25.20' IO" UTIL. ESMT.— 6.6.)N 00°1455" W 40.00' RED R 0 SE LANE 50' R/W) TRACT 1 (UTIL. k ACCESS R/W) ry1 0`L ry1A O C GQ' GQ' X p k1111 LOT 4.800 SOFT. LIVING 1, 157 SO.FT. GARAGE 451 SO.rT ENTRY 74 SO n'. LANAI 128 SOFT. BREEZEWAY - N/A S0. F1. DRIVEWAY 403 SO FT. A/C PAD 9 so.rT. WALKWAY 76 SO Fr. IMPERVIOUS - 47.9 x CR USETNMEM? -SCOTT 2.298 SO FT. Snn 5n7 Sfi.FT R/W = 440 So.TT. Q PROPOSED = FINISHED SPOT GRADE ELEVATION APRON = 114 SQ.FI, PER DRAINAGE PLANS BUILDING SETBACKS: SIDEWALK = 7.00 SOFT. V ` PROPOSED DRAINAGE FLOW FRONT = 25' SOD = 126 SO. Fr. LOT GRADING TYPE A REAR = 15" PROPOSED INFORMATION SHOWN AREA 5,:40 SOFT. PROPOSED F.F. PER PLANS - 24.4' SIDE = 5.0' BASED ON SUPPLIED PLAN DRIVEWAY = 517 SO FT, SIDE CORNER = 10" AND/OR INSTRUCTIONS PER SIDEWALK - 276 SU.ry PROPOSED GRADE PER CONSTRUCTION PLAN + CLIENT NOT FIELD VERInED SOD - 2.628 SO.rT CR USETNMEM? -SCOTT ASSOC, INC. - LAND SU.R IU)"017 S' LEGCND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-6.58,-1436 P • RAT PZJ_ • POINT ON LINE NOTESr • TIM 7YP. •TYPICAL TP • IRON PIPC PRC. • POINT Or REVERSE CURVAIURC 1. THE UNDERSIGNED DOES HEREBY CERT1rY TINT THIS SURVEY MEETS THE STANWROS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF IP. IRU" ROD PCC. POINT Or COMPOUND CURVATURC PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 7,1-17 FtORIOA AOMIHISTRATNE CODE PURSUANT TO SECTION 47202/. nORIRA swurS CX CONCRETE MONUMENT PAD. • RADIAL 2. UNLESS CMDOSSED WITH SURVEYORS SIGNATURE AND ORIGINAI RAISED SEAL TBS SURVEY MAP OR COPIES ME NOT VAUD L'i I.P. • 1/2' IR. •/BLL 4596 NR. •NTON-RADIAL V.P. • VITNESS POINT J. 71115 SURVEY WAS PREPARED FROM ITILE INFORMATION rURNISHCD TO MC SURVEYOR THERC MAY BE OTHER RCSwIIONS RCC. RECOVERED PAI I.. POINT OF COMMENCEMENT PRM PERMANENT RErCRCNCE MONUMCNT . POINT Dr B[GIMNING CALL. CALCULATED P.00• • OR EASEMENTS THAT AFFECT THIS PROPERTY. A. NO UNDERGROUND INPROl2uEM5 HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN 4 • CENTCRLIME FP. • FINISHED rLOOR CLCVATION D DBS SURVEY IS PREPARED rOR THE SOLE BENEFR OF THOSE CERTITIEO TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENIIrY NLD • NAIL L DISY. RSL. • BUILDING SETBACK LDIC 6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RCCONSANCT BOUNDARY LIMIT. P/V RITAII-or -VAr wt • VENCHMM B.0. RASE BEARING 7. BCARMCS, ARE BASED A-MMED DATUA/ AND ON THE UNE SHOWN AS DISE BEARING (B.B) ESMT. • CASEMENTDRAINADRAINAGEGE B. CLCVATIONS, 1F SHOWN, ,IRC BASED ON NATIONAL GEODETIC DATUM Or 1929, UNLESS OTHERWISC NOTED unL. • uTlurY 9. cERnnur.,or AUTHORIZATION No 4>00. CLEC. • CHAIN LINK rENCC vDrC. • VOOD rCHCC C/D • COMMCTE BLOCK SCALE I t• 20 -a DRAWN BY: •'• P.C. POINT Or CURVATURE P.T. Poi or TANGENCY 9 CERTIFIED BI: GATE1 ORDER No. IIESC. • DCSCRIPTION L . MCIUS LCIIGTM PLOY PLAN 03-16-18 IS03-1U D • DELTA C • CHORD Co CHORD BEARING NORTH FORMBOARD F()UNDATION/ELEVS. 06-06-2018 3680-I8 THIS BUILDING/PROPERLY DOES NOT UE WRHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER •FIRM• X. CRUS R.L.S. 47144-_L ZONE X• MAP / 121I7C 0055 F JAMES W. SCO / 4801 CITY OF SANFORD BUILDI•NC;B;FIRE. F,REVENTION D' - ;: P;EFtMIT'APPLICATION APP liicatiloA /N6:. - No: _ Documented Construction Vnbe:. $ ' y ' : x 'ns Job` v :• .. . •^ ... ;, '— - . Address':'` gistt5ric.Y?istrii:ti, Xe.:,1+Vo , Parcel ID: _- Residefitia' 'lrommercial Type of Works )TeW.M,,Addition0 Alteration Ri ir•[] :pemo•Q .Eha ge tPa df Useve, Description of W6lrk;n5ii'l' Plan Review Contacerson: Title: Wr t Phone: -j$ Fax:4, --333-3g5-3 Email: j progerty OWner•Informatlon Name = v "v t5 Phone: Sheet: ,'1 Resident of property? City, State Zip: (0 h S C, 'd. 0'Information Name Phont:. -`t0; rJ; -Oct( *, Street :V. .-: . _ -- - , i • ; _ -.. _ d - sero' Fax• o: " _S'S3 City, State Zip:l'` _ — - State License No.• _ + Archite.et/Engineer'lnfrormation <' Name: Phone: Street: Fax: City, St, Zip- E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR, FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF C0MM9d cEr4tNT 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 YOM NOTICE OF COMMENCEMENT. APticatiea-is-hereby=made-tti-obtain-a-permit-to-do-the-work-and4nftliatioris a ndicated. 1 ceilify -deist !to, work dr. ifistpiltitivil 1193 commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating constructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5°i Edition (2014) Florida Building Code Revised: Juno 30.2015 Permit Application NOTICE+ In•sdditidn.to the•requiremerifs:of this permit, there may be additional restrictions applicable to this property that,may be found in thepublie, rftords'ofthis county, and there may be additional permits required from other governmental entities such as waier management districts, state agencies, or federal agencies. ' Acceptance of permit is verificatiop that I will notify thb owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requites -payment of a plait revieyy fee at the, time•ofpermit submittal. A copy of the exeduted 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 Ibcal'drdinarick.-Should.caleulated charges figured off the executed contract exceed the actual construction'val6e, credit drill be,applied.to yourpecmit eeg wben thevermit is issued. OWNER'S AFFTDAvVIT: I certify that all -6f the foregoing in%rmation is accurate at work will i be done in compliance with pll applicable•,laws'reguka IOA,'Oon struction and zo g. ' signaMeofownwAgwt Date " -=a :S' orContnutodAgcnt• rPrintOwnedAgentsNameContnector/A ct's Name Signature of Notary -State of Florida Daft. - . ^ Sign_aoue,of No ry':State,o oiido -• Date l CHERYL D AKERS' s ! •=MY.COMMISSIOfV # FF998862 a, .EXPIRES June'96; 2020, po cro•o1Sa F7oridarrourySenke.com ., Owner/Agent is Rerstmally.Known to Me -or :ContractbktNgerit is _%cfPersonallj+ Known to me or , Produced ED Type of ID Produced ID-- Type of ID a BELOW I&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:. 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WY14t/tYmal plata 1W1. 1.- w MJN INK -- iVA'" PUS! w<pr{M.W ICm{O ai a1wN mt C...«<r V.L I.. v/.. w.r frl lr ,{Ww an Id{ IMwev om_ - - - kwt 7 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition 1—jurisdiction: Permit #: 16– N63 Job Information Builder: j- Z Community: 'f N g I Lot: 3i ) Address: eye Unit: City: State: FL Zip: 3-2 1 Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method OPRESCRIPTIVE METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour at a pressure of 0.2 inch w.g. (50 pascals) in Climate Zones 1 and 2. PERFORMANCE or ERI METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding the selected ACH(50) value, as shown on FORM R405-2017 (Performance) or R406-2017 (ERI), section labeled as Infiltration, sub -section ACH. ACH(50) specified on Form R405 -2017 -Energy Colc (Performance) or R406-2017 (ERI): R 6 D X 60 - _Z9 6.5 3' 19'9 L Method for calculating building volume: CFM(50) Building Volume ACH(50) Retrieved from architectural plans ZPASS FAI L O Code software calculated When ACH(50) is less than 3, Mechanical Ventilation O Field measured and calculated installation must be verified by building department. Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure or 0.2 inche w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statues, or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2.Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3.Interior doors, if installed at the time of the test, shall be open. 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. S.Heating and cooling systems, if installed at the time of the test, shall be turned off. 6.Supply and return registers, if installed at the time of the test, shall be fully open. Testing Company Company Name: Phone: 210Y M 7(/ I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. l-—` 11912.6 2,13SignatureofTester: Date of Test: Printed Name of Tester:} License/Certification #: ,30X ySf Issuing Authority: b2 Duct Leakage Test Report Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: Permit #: Job Information Builder: Community Lot: Tf7 Q 3 t ) Address: 5,1 Unit: City: State: Zip: 3 Z 771 Duct Leakage Test Results System 1 CZ • 1 cfm25 System 2 cfm25 System 3 cfm25 Sum of any dditional systems cfm25 Total of all systems Z 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 R403.3.3. 2) Performance / ERI Method cfm25 (out or Total) To qualify using this method, Qn must not be greater than the proposed duct leakage Qn specified on Form R405-2017 or R406-2017. T 2 13$ Qn Total of all Total Conditioned Leakage Type selected on Form Qn specified on Form R405-2014 systems Square Footage R405-2017 (Energy Calc) or R406-2017 (Energy Calc) or 406-2017 RPASS F—]FAI Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes. Testing Company Company Name: sky., --c C_ Phone: I hereby verify that the above duct leakage testing results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: G-- Date of Test: Printed Name of Tester: 12'- DESCRIPTION AS FURNISHED: Lot 311, THORNBROOKE PHASE 4, as recorded in Plot Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. 1 LOT 284 1 LOT 283 1 ; LOT 285 1 N 00D14 55 " W 1 REC. 1/2" I.R. i 40.00" 1 REC. 1/2" I.R. 1 4596 I 1 1 4596 LOT J11 I I 26.80' 26.80' 34.80' 3.5'0.5' 16 0' 5.00' AC PAD 5.00' 5.00' 30.0, LOT J12 I I I I LOT 310 0 W W TWO STORY O ^ RESIDENCE h - O O F.F.- 24.52' COV D* O O co 5.0BRICK U0 5.00' s 4 8.7' Ori BRICK WALK `. 21.3• 5.00' 16' BRICK 7 1 °R. 25.20' 25.20' Fo 5' 10' unl. Es r. PC 289.92' ., \I + ! I/ R O_j Lr - - - - - - - - - - - - - - - - - - - - - - - - I /' 4596SET ° 5• CONC. WALK 1 596N64 8.6.)N 00°1455 " W 40.00' G RED ROSE LANE 50• R/W) TRACT 1 (UTIL. EL ACCESS R/W) LOT = 4.600 50.F' LIVING = 1,;57 SOFT. GARAGE = 451 SOFT. 90 Q PROPOSED =FINISHED SPOT GRADE ELEVATION 50. F-1 LANAI PER DRAINAGE PLANS BUILDING SETBACKS: BREEZEWAY - PROPOSED DRAINAGE FLOW FRONT 25' DRIVEWAY = LOT GRADING TYPE AREAR 15' A/C PAD = PROPOSED F.F. PER PLANS - 24.4' SIDE - 5.0' WALKWAY SIDE CORNER 10' PROPOSED GRADE PER CONSTRUCTION PLAN ++ 4 7 9 LOT = 4.600 50.F' LIVING = 1,;57 SOFT. GARAGE = 451 SOFT. ENTRY 74 50. F-1 LANAI 28 SOFT. BREEZEWAY - 1,I /4 SO rT. DRIVEWAY = 40„. n rT A/C PAD = 9 RADIAL WALKWAY 7F. 1/V IR ./OLD 4596 IMPERVIOUS = 4 7 9 J. THIS SURVEY WAS PREPARED FROM TIRE INFORMATION FURNISHED TO THE SURVEI'OR. THERE MAY BC OTHER RESTRICTIONS 2.291? 50.'T SOD = 2 502 50 BAR A CALCULATIONS R/W = 440 SO FT APRON = 114 SOF; SIDEWALK = 200 30.t1 Soo = 12A so.FT PROPOSED INFORMATION SHOWNI AREA 5.240 SQ. -7 BASED ON SUPPLIED PLAN DRIVEWAY = 517 50.i T AND/OR INSTRUCTIONS PER SIDEWALK 276 Sly.' T CLIENT(NOT FIELD VERIFIED) SOD = 2.628 50. FT CR USEENMETYER -SCOTT ASSOC, INC. - LAND SURVEYORS LcacNO - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P PLL POINT ON LINO NOTES. I FLAT IRONIRON ROC TVP. xtPAG TYPICALPOINTor ROVERS[ CURVATURE 1, THE UNDERSIGNED DOLS HEREBY CEITR THAT THISWr SW FELT$ THE STAROARDS Or PRACTICE SET THE BOARD lit IRON ROD P.C.C. RROHMOrCDiOUNDCURVATURE 1 M Sr TI 2.027. TAPAOFLS510H4. SURVEYORS AND ANPPEAS W CHAPTER 5/—t7 FLOWM ADMINISTRATIVE CODE PURSUANT Tp SCC710N 472.Oi7, FLORIDA STAKESS CXC CONCRETE INbNNCNI RAIL RADIAL UNLESS EMBOSSED WITH SURVEYORS S1rWTURE AND ORIGINN. RAISED SEAL THIS SURVEY WP OR COPIES ARE NOT VAUD. SCI IR. RCC. 1/V IR ./OLD 4596 NR. NON -RADIAL VITNCSS PDDR J. THIS SURVEY WAS PREPARED FROM TIRE INFORMATION FURNISHED TO THE SURVEI'OR. THERE MAY BC OTHER RESTRICTIONS P.0.D. RCCOVCR[D PDINI ar DC6INNINO CALL. CAL CALCULATED OR EASEMENTS W. AFFECT THIS PROPERTY. P.O.C. palmi N CONNCFCCNCNI RM PERHANCHT RCFOIENCC IONUNENT 4. NO VNrMCRCIJND 111PROATMLNTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. N6D CENTERLINE rr. FLOODDCKELEVATION S. TMS L'JI!VEY IS PREPARED FOR THE SOLE BENEFIT OF MOS[ CERTNRED TO AND SHOULD NOT BE RUED UPON B/ ANY OTHER ENTRY. Hk DOVE WILDINGLINEWILDING 0. OMENSIONS SHOWN FOR INC LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES GMT - ODI VAT DMD.D. VASE DCARING 7. BEARINGS 'IRE BIiLO ASSUMED DATUM AND ON ME UNE SHORN AS RISE BLi1RINC (B.B.) CSNT. DRAIN. USCNCNIDRAINAGE 0. EIEVATICNS. ;.' SNJ:A/. ARE BIPED ON N417094. GEODETIC DATUM Or 10". UNLESS OTHERWISE NOTED UTIL. UTILITY P. CERTIF44M Or AUTHORIZATION No. 4500. CLEC. CHAIN LIHK rCNCC VDJY. VOOD rCNCC CID CONCRCIC ROCK SCALE — 1' . 20 —4 DRAWN BY, ••• P.C. P.T. PONT Or CURVATURE POINT Or TANGCNCT CERWIED BY. G_ATE ORDER No. DESC. pL DESCRIP710N RApIVfARcLENGTH PLOT PLAN OJ -16-18 1503-18 D DCLIA FORMBOARD FOUNDA110N/ELEVS. 06-06-2018 3680-18 c./ CHORD DEARING NORTH FlNAL/ELEVS. 10-11-2018 6611-18 THIS BUILOINC/PROPERTY DOES. NOT UE WITHIN -- CRUJSEN.EW.R, THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER nRM* TOM R.L.S. 1 4714 ZONE X' MAP 1 121170 0055 F JAMER.L.S 1 4801 RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Protect Name. Lo1311Thornbr okpSantaRosaGRBuilderName: TAYLOR MORN 8UIQ 7 Street, 511 ,tpi KobL 'L4 --A- Permit Office: s City, State, Zip' FL, c lam( Permit Number: A, 8 - 1 4 6 3 SANFp ROOwner: Jurisdiction: 691500 p Design Location. FL, Orlando County:: Seminole (Florida Climate Zone 2K)"'04. 41 TM E 1. New construction or existing New (From Plans) 9. Wall Types (2706.2 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1377.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1098.20 ft' 3. Number of units, if multiple family 1 c Frame -Wood, Adjacent R=13.0 23100 it' 4. Number of Bedrooms 4 d. N/A R= fF 10. Ceiling Types (1277.0 sgft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1277.00 ft = 6. Conditioned floor area above grade (fl') 2138 b. N/A R= fl' Conditioned floor area below grade (ft') 0 c. N/A R= fl' 11. Ducts R ft' 7. Windows(336.7 sgft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 427.6 a. U -Factor: Dbl, U=0.34 272.67 fl' SHGC- SHGC=0.31 b U -Factor: Dbl, U=0.58 64 00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 42.0 SEER:15.00 c. U -Factor• N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U -Factor• N/A fl' a. Electric Heat Pump 42 0 HSPF•8.50 SHGC: Area Weighted Average Overhang Depth: 2.521 ft. Area Weighted Average SHGC: 0.312 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1277 0 sqft.) Insulation Area EF. 0.950 a. Slab -On -Grade Edge Insulation R=0 0 1157.00 R' b. Conservation features b. Raised Floor R=19.0 78.00 H' None c. other (see details) R= 42.00 ft' 15. Credits Pstat Glass/Floor Area: 0.157 Total Proposed Modified Loads: 66.82 PASSTotalBaselineLoads: 68.96 1 hereby certify that the plans and specifications covered by Review of the plans and F114E ST'T this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance h ,,,''' °,. • s+ O14kf ,Ill, with the Florida Energy Code. qq, • .„ PREPARED BY: Before construction is completed DATE: -_ _ .3/13/1.8- _- _ this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. COD WE OWNER/AGENT: BUILDING OFFICIAL: DATE:- ---- -- - -- -- r7 DATE: - - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 3/13/2018 1026 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 3/13/2018 10:26 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 PROJECT Title: Lo1311ThornbrookSantaRosa Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2138 Lot # Owner Name: Total Stories: 2 Block/Subdivision: of Units: 1 Worst Case: No PlatBook: Builder Name: TAYLOR MORRISON Rotate Angle: 0 Street: Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Family Type: Single-family FL, New/Existing: New (From Plans) Comment - CLIMATE J Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5 % 2.5% Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2138 19669.6 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2138 19669.6 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Raised Floor Main 78 fl' 19 0 0 1 2 Floor over Garage Main 42 ft= 19 0 0 1 3 Slab -On -Grade Edge Insulatio Main 117.6 ft 0 1157 ft= 0.34 0 0.66 ROOF Roof Gable Roof Solar SA Emitl Emitl Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1428 ft' 320 ft' Medium 0.85 N 085 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1277 ft' N N 3/13/2018 10:26 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 3/13/2018 10:26 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 CEILING Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1277 ft' 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below IY OmtTo Wall_T.ype Space R Value-Et_In-Et-In Area-R_Value-Eraction_Absor._Grade%_ 1 E Exterior Frame - Wood Main 13 30 0 9 0 270.0 ft' 0 0.23 0.6 0 2 E Exterior Concrete Block - Int Insul Main 4.1 30 0 9 4 280.0 ft' 0 0 0.6 0 3 N Exterior Frame - Wood Main 13 46 6 9 0 418.5 ft' 0 0.23 0.6 0 4 N Exterior Concrete Block - Int Insul Main 4.1 37 6 9 4 350.0 ft' 0 0 0.6 0 5 NW Exterior Concrete Block - Int Insul Main 4.1 5 8 9 4 52.9 ft' 0 0 0.6 0 6 W Exterior Frame - Wood Main 13 30 0 9 0 270.0 ft' 0 0.23 0.6 0 7 W Exterior Concrete Block - Int Insul Main 4.1 5 0 9 4 46.7 ft' 0 0 0.6 0 8 S Exterior Frame - Wood Main 13 46 6 9 0 418.5 ft' 0 0.23 0.6 0 9 S Exterior Concrete Block - Int Insul Main 4.1 39 6 9 4 368.7 ft' 0 0 0.6 0 10 Garage Frame - Wood Main 13 24 9 9 4 231.0 ft' 0 0.23 0.01 0 DOORS Ornt Door Type Space Storms U -Value Width Height Area Ft In Ft In 1 SE Wood Main None 25 3 1 8 24.7 ft' 2 Wood Main None 25 2 10 8 22.7 ft' WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang Omt ID Frame Panes NFRC U -Factor SHGC Imp Area Depth Separation Int Shade Screening 1 E 1 Vinyl Low -E Double Yes 0.34 0.31 N 30.0 ft' 1 ft0 in 1 ft 0 in None Exterior 5 2 E 1 Vinyl Low -E Double Yes 0.34 0.31 N 40.0 ft' 1 ft 0 in 1 ft0 in None None 3 E 2 Metal Low -E Double Yes 0.58 0.32 N 64.0 ft' 9 ft 0 in 0 ft 0 in None None 4 E 2 Vinyl Low -E Double Yes 0.34 0.31 N 58.6 ft' 1 ft 0 in 11 ft8 in None Exterior 5 5 N 3 Vinyl Low -E Double Yes 0.34 0.31 N 6.0 ft' 1 ft0 in 1 ft 0 in None Exterior 5 6 N 3 Vinyl Low -E Double Yes 0.34 0.31 N 15.0 ft' 1 ft 0 in 1 ft 0 in None Exterior 5 7 N 4 Vinyl Low -E Double Yes 0.34 031 N 9 0 ft' 1 ft 0 in 11 ft 8 in None Exterior 5 8 W 6 Vinyl Low -E Double Yes 0.34 0.31 N 30.0 ft' 1 ft0 in 1 ft 0 in None Exterior 5 9 S 8 Vinyl Low -E Double Yes 034 0.31 N 45.0 ft' 1 ft 0 in 1 ft 0 in None Exterior 5 10 S 9 Vinyl Low -E Double Yes 0.34 0.31 N 39.1 ft' 1 ft 0 in 11 ft 8 in None Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 451 ft' 451 ft' 64 ft 8 f 1 3/13/2018 10:26 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 3/13/2018 10:26 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000409 2294.8 125.98 236.93 .3678 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.5 42 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER, 15 42 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 62.3 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None W DUCTS Supply ---- V# Location R -Value Area Return --- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 Attic 6 427.6 H Main 106.9 fl Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Coolin Jan jr , Feb jXj Mar Heating Jan fXl Feb Mar Ventin Jan [) Feb Mar Ceiling Fans: I j A r I I Ma [X1 Jun 1X1 Jul IX1 Au riSe [ ] f 1 Apr May [ ] Jun i 1 Jul j 1 AuSep [ ] X) Apr May [ J Jun [ J Jul [ ] Aug Se [X] Oct r Nov Oct jNov Oct [X Nov I Dec fXDec Dec 3/13/2018 10:26 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 Thermostat Schedule: Schedule Type HERS 2006 Reference 1 2 3 4 5 Hours 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 3/13/2018 10:26 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 97 The lower the EnergyPerformance Index, the more efficient the home. FL, 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (H') 7. Windows" Description a. U -Factor: Dbl, U=0.34 SHGC: SHGC=0.31 b. U -Factor: Dbl, U=0.58 SHGC: SHGC=0.32 c. U -Factor: N/A SHGC: d. U -Factor. N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. Raised Floor c. other (see details) New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=13.0 1377.00 W 42.0 HSPF:8.50 b. Concrete Block - Int Insul, Exterior R=4.1 1098.20 H 1 c. Frame - Wood, Adjacent R=13.0 231.00 W 4 d. N/A R= H7 Cap' S0 gallons 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1277.00 H' 2138 b. N/A R= fl' c. N/A R= H' Area 15. Credits Pstat 11. Ducts R H' 272.67 H' a. Sup: Attic, Ret: Main, AH: Main 6 427.6 6400 H' 12. Cooling systems kBtu/hr Efficiency ft' a. Central Unit 42.0 SEER:15.00 Insulation R=0.0 R=19.0 R= ft° 13. Heating systems kBlu/hr Efficiency a. Electric Heat Pump 42.0 HSPF:8.50 2.521 H. 0.312 Area 14. Hol water systems a. Electric Cap' S0 gallons 1157.00 H' EF: 0.95 78.00 H' b. Conservation features 42.00 H= None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: zo Date: Address of New Home: 'j yi dSL y.C City/FL Zip: Sg,.,d a -&w( Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 3/13/2018 10.26 AM EnergyGauge® USA - FlaRes2017 - Section R405 4.1 Compliant Software Page 1 of 1 a 8 QDEL-AIR Manual S Compliance Report IF MO - AM COND1"0ND O Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax: 407.333.3853 Web: WWW.DEL-AIR.COM For: TAYLOR MORRISON Design Conditions 30889OutdoordesignDB: 92.5°F Outdoor design WB: 76.3°F Indoor design DB: 75.0°F Indoor RH: 50% Sensible gain: 30889 Btuh Latent gain: 5114 Btuh Total gain: 36003 Btuh Estimated airflow: 1450 cfm Job: Lot311ThornbrookSanta... Date: 6/4/2014 By: FJF Entering coil DB: 76.8°F Entering coil WB: 63.4°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-042-230-19+CBA27UHE-042-230'++TDR Actual airflow: 1450 cfm Sensible capacity: 33563 Btuh 109% of load Latent capacity: 6020 Btuh 118% of load Total capacity: 39582 Btuh 110% of load SHR: 850/6 Design Conditions Outdoor design DB: 41.7°F Heat loss: 27035 Btuh Entering coil DB: 69.3°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-042-230-19+CBA27UHE-042-230'++TDR Actual airflow: 1450 cfm Output capacity: 39236 Btuh 145% of load Capacity balance: 30 OF Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1450 cfm Output capacity: 8.0 kW 101 % of load Temp. rise: 17 OF Meets all requirements of ACCA Manual S. C * Wrightsoft- 2018 -Mar -13 10 39 47 I. .. 1...-1_11_._-_,._- Righl-Surle® Universal 2018 18.0 10 RSU24011 Page t 14CCliI ...rookSanlaRosaGR\Lol311ThornbrookSanlaRosaGR rup Calc = MJ8 House laces: W Component Constructions Job: Lot311ThornbrookSanta! DEL -AIR ... Date: 6/4/2014 IQAnNB•nIBCONmTrolmlO Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333-2665 Fax' 407.333-3853 Web: WWW DEL-AIR.COM For: TAYLOR MORRISON Location: Orlando Intl AP, FL, US Elevation: 95 It Latitude: 28°N Outdoor: Heating Cooling Dry bulb (°F) 42 93 Daily range (°F) - 17 ( M) Wet bulb (°F) - 76 Wind speed (mph) 15.0 7.5 Indoor: Indoor temperature (°F) Design TD (°F) Relative humidity (%) Moisture difference (gr/Ib) Infiltration: Method Construction quality Fireplaces Heating 70 28 30 1.5 Simplified Average 0 Cooling 75 18 50 46.4 Construction descriptions Or Area Ll -value Insul R Hig HTM Loss Clg HTM Gain 7 eahm=-•F b'••FIBah BNhMl 801 81uh/IP Btuh Walls 12C-Osw: Firm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int n 398 0.091 13.0 2.58 1024 2.34 931 Irish, 2"x4" wood frm, 16" o.c. stud a 200 0.091 13.0 2.58 515 2.34 469 s 374 0.091 13.0 2.58 962 2.34 875 W 240 0.091 13.0 2.58 618 2.34 562 all 1211 0.091 13.0 2.58 3119 2.34 2838 13A-2ocs. Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum n 341 0.201 0 5.69 1938 4.35 1483 board int fnsh a 158 0.201 0 5.69 897 4.35 686 S 330 0.201 0 5.69 1875 4.35 1435 W 47 0.201 0 5.69 265 4.35 203 nw 28 0.201 0 5.69 160 4.35 122 all 903 0.201 0 5.69 5136 4.35 3929 Partitions 12C-Osw: Firm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" 208 0.091 13.0 2.58 536 1.44 300 wood frm, 16" o.c. stud Windows 2A-2ov: 2 glazing, clr low -e ouir, air gas, vnl frm mat, Or innr, 1/4" gap, n 6 0.340 0 9.62 58 12.4 75 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (3 it window ht, 1 it sep.); 6.67 it head ht 2A-2ov• 2 glazing, clr low -e ouir, air gas, vnl frm mat, clr innr, 1/4" gap, n 15 0.340 0 9.62 144 12.4 187 1/8" thk; NFRC rated (SHGC=0.31), 1 it overhang (5 it window ht, 1 it a 30 0.340 0 9.62 289 35.7 1072 sep.); 6.67 it head ht a 40 0.340 0 9.62 385 35.7 1429 s 45 0.340 0 9.62 433 12.6 568 W 30 0.340 0 9.62 289 35.7 1072 all 160 0.340 0 9.62 1540 27.0 4327 2A-2ov: 2 glazing, clr low -e outr, air gas, vnl frm mat, clr innr, 1/4" gap, n 9 0.340 0 9.62 88 12.4 113 1/8" thk; NFRC rated (SHGC=0.31); 1 it overhang (4.2 it window ht, 11.67 it sep.), 6.67 It head ht 2A-2omd: 2 glazing, clr low -e ouir, air gas, mtl no brk frm mat, clr innr, a 64 0.580 0 16.4 1050 18.4 1180 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32); 9 it overhang (8 it window ht, 0 It sep.); 6.67 it head ht wrightsaft- 2018 -Mar -1310 39 47 Ri hl,Suite® Universal 2018 18.0.10 RSU24011g Page 1 SCA ...rookSanlaRosaGR%Lol311ThornbrookSantaRosaGR nip Calc a MJ8 House laces: W 2A-2ov: 2 glazing, clr low -e oulr, air gas, vnl frm mat, clr innr, 1/4" gap, a 58 0.340 0 9.62 561 35.7 2082 1/8" lhk; NFRC rated (SHGC=0.31); 1 ft overhang (6.3 It window ht, s 39 0.340 0 9.62 374 13.9 541 11.67 ft sep.); 6.67 ft head ht all 97 0.340 0 9.62 935 27.0 2623 Doors 11 D0: Door, wd sc type nw 25 0.390 0 11.0 272 12.0 296 n 23 0.390 0 11.0 250 12.0 272 all 47 0.390 0 11.0 522 12.0 568 Ceilings 16B-30ad:Altic ceiling, asphalt shingles root mat, r-30 ceil ins, 1/2" 1277 0.032 30.0 0.91 1156 1.74 2216 gypsum board int Insh Floors 20P-191: Fir floor, Irm fir, 12" Ihkns, r-19 cav ins, amb our 78 0.050 19.0 1.41 110 0.71 55 20P-191: Fir floor, Irm fir, 12" Ihkns, r-19 cav ins, gar ovr 42 0.050 19.0 1.41 59 0.71 30 22A-Ipl: Bg Moor, light dry soil, on grade depth 118 0.989 0 28.0 3291 0 0 Fk wrightsoft2018-Mar-13 10 39 47 Right-Suile® Universal 2018 18.0 10 RSU24011 Page 2 rookSantaRosaGR\Lot3llThornbrookSaniaRosaGR.rup Calc = MJ8 House laces. W 1 DEL -AIR Project Summary Job: Lot 311 Thorn brookSanta... 1 7 Date: 6/4/2014 ttilR C-111mCOl M141110 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333.2665 Fax 407.333.3853 Web: WWW.DEL-AIR.COM For: TAYLOR MORRISON Notes: RVSD 6/6/16 JA LS 2/21/17 JA REDLINE 11-2-17 JA LS 11/14/17 JA Pesign Information Weather: Orlando Intl AR FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 22324 Btuh Structure 23540 Btuh Ducts 4711 Btuh Ducts 7349 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 27035 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 30889 Btuh Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage Fireplaces 0 Structure 3654 Btuh Ducts 1460 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling none) Area (W 2138 2138 Equipment latent load 5114 Btuh Volume (ft3) 22293 22293 Air changes/hour 0.41 0.21 Equipment Total Load Sen+Lat) 36003 Btuh Equiv. AVF (cfm) 152 78 Req. total capacity at 0.75 SHR 3.4 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT Trade MERIT Model 14HPX-042-230-19 Cond 14HPX-042-230-19 AHRI ref 10258591 Coil CBA27UHE-042-230'++TDR AH R I ref 10258591 Efficiency 8.5 HSPF Efficiency 13.0 EER, 15 SEER Heating input Sensible cooling 31500 Btuh Heating output 42000 Btuh @ 47°F Latent cooling 10500 Btuh Temperature rise 26 OF Total cooling 42000 Btuh Actual air flow 1450 cfm Actual air flow 1450 cfm Air flow factor 0.054 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.86 Capacity balance point = 30 OF Backup: Input = 8 kW, Output= 27292 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigF tsoft^ 2018 -Mar -13 10:39:47 14CCK» • - - ••^-•• Right-Suile® Universal 2018 18 0 1OR SU24011 Page 1 rookSaniaRosaGR\Lot3liThornbrookSantaRosaGR rup Calc - MJ8 House laces: W QEL-AIR mnnm - em co nmmro Right -JO Worksheet Entire House DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD. FL 327 hone 4071ON665 Fax, 407.333.3853 Web: WWW.DEL-AIR.COM Job: Lot311ThornbrookSantaRos... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Entire House 270.6 It 9.2 It 2434.5 02 family rm 32.0 It 9.3 It heal/cool 150 x 17.0 11 255.0 IIT Ty Construction number U -value Blult/flz-'F) Or HTM BI 112) Area (II9 or perimeter (11) Load Bt h) Area (I12) or perimeter (II) Load Btuh) Heat Cod Gross wP/S Heal cool Gross wP/s Heat Cod 6 Vj/ F-rC 12C•Osw 2A•20v 2A-2ov 0.091 0.340 0.340 n n n 2.58 9.62 9.62 2.34 12.44 12.44 419 6 15 398 0 0 1024 58 144 931 75 187 0 0 0 0 0 0 0 0 0 0 0 0 11 y/ tel' 13A•2ocs 2A-2ov 0 201 0.340 n n 5.69 9.62 4.35 12.44 350 9 341 0 1938 88 1483 113 0 0 0 0 0 0 0 0 y/ GG 12C-Osw 2A -ZDV 2B -21v 0.091 0.340 0.340 a a a 2.58 9.62 9.62 2.34 35.73 35.73 270 30 40 200 0 0 515 289 385 4 1072 1429 0 0 0 0 0 0 0 0 0 0 0 0 y/ 13A•2ocs 2A-Zomd 2A-2ov 0.201 0.580 0.340 e a a 569 16.41 9.62 4.35 18.44 35.73 280 64 58 158 60 0 897 1050 561 686 1180 2082 140 64 0 76 60 0 432 1050 0 331 1180 0 t -C 12C-Osw 2A-2ov 0.091 0.340 s s 2.58 9.62 2.34 12.61 419 45 374 40 962 433 875 568 0 0 0 0 0 0 0 0 y/ G 13A•2ocs 2A -ZDV 0.201 0.340 s s 5.69 9.62 4.35 13.92 369 39 330 0 1875 374 1435 541 159 0 159 0 902 0 690 0 12C Osw 2A-Zov 0.091 0.340 w w 2.58 9.62 2.34 35.73 270 30 240 0 618 289 562 1072 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 w 5.69 4.35 47 47 265 203 0 0 0 0 t -D 13A•2ocs 11 DO 0.201 0.390 nw nw 5.69 11.04 4.35 11.99 53 25 28 25 160 272 122 296 0 0 0 0 0 0 0 0 PI - D 12C-Osw 11DO 0.091 0.390 n 2.58 1104 1.44 11.99 231 23 208 23 536 250 300 272 0 0 0 0 0 0 0 0 C 168-30ad 0.032 0.91 1.74 1277 1277 1156 2216 0 0 0 0 F 2OP-191 0.050 1.41 0.71 78 78 110 55 0 0 0 0 F 2OP•191 0.050 141 0.71 42 42 59 30 0 0 0 0 F 22A-Ipl 0.989 27.99 0.00 1158 118 3291 0 255 32 896 0 6 c) AED excursion 0 160 Envelope losstgain 17598 18253 3280 2040 12 a) Infiltration b) Room ventilation 4726 0 1497 0 570 0 181 0 13 Internal gains: Occupants @ 230 Appliances/other 6 1380 2410 4 1 920 0 Subtotal (lines S to 13) 22324 23540 3851 3141 14 15 Less external load Less transfer Redistribution Subtotal Duct bads 21% 31% 0 0 0 22324 4711 0 0 0 23540 7349 10% 10'/ 0 0 0 3851 385 0 0 0 3141 314 1 Total room bad Air required (cfm) 2703530889 1450 1450 4236 227 3455 1621 Calculations aDDroved by ACCA to meet all requirements of Manual J 8th Ed. Pp- wrigFstsof`t' 2018 -Mar -13 10,39:47 RCCA ""'-' ...__._' Right-SuileO Universal 2018 18 0 10 RSU24011 page 1 rook SaniaRosaGR%Lol3llThornbrookSantaRosaGR.rup Calc . MJ8 House laces W DEL --AIR Right -JO Worksheet M`°'"'°"° Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407.333-2665 Fax: 407.333.3853 Web: WWW.DEL-AIR.COM Job: Lo1311ThornbrookSantaRos... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area mstr rm 29.0 11 9.3 It heal/cool 15.0 x 14.0 It 210.0 Ile mslr blh 11.5 It 9.3 It heat/cool 1.0 x 91.0 It 91.0 112 Ty Construction number U -value Bluh/II;•F) Or HTM 81u11/112) Area (112) or perimeter (II) Load St h) Area (It2) or perimeter (It) Load Bluh) Heal Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 Vt! 12C-Osw 2A-2ov 2A-2ov 0.091 0.340 0.340 n n n 2.58 9.62 9.62 2.34 12.44 12.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 y/ G 13A-2ocs 2A-2ov 0.201 0.340 n n 5.69 9.62 4.35 12.44 131 0 131 0 743 0 568 0 107 0 107 0 610 0 467 0 Vj/ L- fC 12C-Osw 2A -20v 213-21v 0.091 0.340 0.340 a a a 2.58 9.62 9.62 2.34 35.73 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ 13A-2ocs 2A-2omd 2A -20v 0.201 0.580 0.340 a a a 5.69 16.41 9.62 4.35 18.44 35.73 140 0 58 82 0 0 465 0 561 355 0 2082 0 0 0 0 0 0 0 0 0 0 0 0 t -C 12C Osw 2A-v 0.091 0.340 s s 2.58 9.62 234 12.61 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ Y -C 13A-2ocs 2A-2ov 0.201 0.340 s s 5.69 9.62 4.35 13.92 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yI t ---G 12C-Osw 2A-2ov 0.091 0.340 w w 2.58 9.62 2.34 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-2ocs 0201 w 569 4.35 0 0 0 0 0 0 0 0 t -D 13A-2ocs 11 DO 0.201 0.390 nw nw 5.69 11.04 4.35 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P LO 12C-Osw 11 DO 0.091 0.390 n 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 168-30ad 0.032 0.91 1.74 0 0 0 0 0 0 0 0 F 2OP-191 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 2OP-191 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A-Ipl 0.989 27.99 0.00 210 29 812 0 91 12 322 0 6 c) AED excursion 101 26 Envelope loss/gain 2580 3107 932 441 12 a) Inldtratton b) Room ventilation 517 0 164 0 205 0 65 0 13 Internal gams: Occupants @ 230 Appliances/other 1 230 600 0 0 0 Subtotal (Imes 6 to 13) 3097 4100 1137 506 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 10°/, 1 10'/, 0 0 0 3097 310 0 0 0 4100 410 10% 10"/ 0 0 0 1137 114 0 0 0 506 51 Total room load Air required (c1m) 3406 183 4510 212 1251 67 557 26 Calculations aDDroved by ACCA to meet all reauirements of Manual J 8th Ed. wrightsoPt- 2018 -Mar -1310:39:47 AGS Righl-SuileO Universal 2018 18.0 10 RSU24011 page 2 rookSanlaRosaGR\Lol311ThornbrookSanlaRosaGR rup Calc = MJ8 House laces: W DEL -AIR NUTM-=rmrmmm M Right -JO Worksheet Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone. 407.333.2665 Fax: 407.333.3853 Web: WWW.DEL-AIR.COM Job: Lot 311 ThornbrookSantaRos... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area utility 60 It 9.3 It heat/cool 6.0 x 6.0 It 36.0 112 pwdr 10.5 It 9.3 It heal/cool 6.0 x 5.5 It 33.0 112 Ty Construction number U•value Bluh/It2-*F) Or HTM BI 112) Area (W) or perimeler (ft) Load BI h) Area (It2) or penmeter (11) Load Bluh) Heal Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 VjJ r-[Ci 12C -Os w 2A-2ov 2A-2ov 0.091 0.340 0.340 n n n 2.58 9.62 9.62 234 12.44 1244 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 y/ I --Ci 13A-2ocs 2A-2ov 0.201 0.340 n n 569 962 4.35 12.44 56 0 56 0 318 0 244 0 51 9 42 0 240 88 184 113 y/ II ----GG 12C-Osw 2A•2ov 2B -21v 0.091 0.340 0.340 a a a 2.58 9.62 962 2.34 35.73 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vj! I-fC 13A-2ocs 2A-2omd 2A•Zov 0.201 0.580 0_340 a a a 569 16.41 9.62 4.35 18.44 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl G 12C-Osw 2A -20v 0.091 0.340 s s 2.58 9.62 2.34 12.61 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V/ VLG 13A-2ocs 2A-2ov 0.201 0 340 s s 5.69 9.62 435 13.92 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yI C 12C.Osw 2A-;gv 0.091 0.340 w w 2.58 9.62 2.34 73 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 W 13A-2ocs 0.201 w 5.69 4.35 0 0 0 0 47 47 265 203 V11 t -D 13A•2ocs 11 DO 0.201 0.390 nw nw 5.69 11.04 4.35 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P L -D 12C-Osw - 1 I DO 0.091 0.390 n 2.58 11.04 1.44 11.99 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.91 1.74 0 0 0 0 0 0 0 0 F 2OP-191 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 2OP-191 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A-tp1 0.989 27.99 0.00 36 6 168 0 33 11 294 0 6 c) AED excursion 43 27 Envelope loss/gain 486 201 887 473 12 a) Irdillralion b) Room ventilation 107 0 34 0 187 0 59 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 600 0 0 0 Subtotal (lines 6 to 13) 593 835 1074 532 14 15 Less external load Less transler Redistribution Subtotal Duct loads 105/6 105/6 0 0 0 593 59 0 0 0 835 83 10% 101/6 0 0 0 1074 107 0 0 0 532 53 Total room load653 Air required (clm) 35 918 43 1181 63 585 27 Calculations aDDroved by ACCA to meet all requirements of Manual J 8th Ed. i- wrigFstsoTt- 2018 -Mar -13 10 39 47 AGS Righl-Surle® Universal 2018 18.0.10 RSU24011 Page 3 rook SanlaRosaGR\Lol311ThornbrookSanlaRosaGR rup Calc - MJ8 House laces W DEL -AIR Right -JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333.2665 Fax: 407-333-3853 Web. WWW.DEL-AIR COM Job: Lot311Thorn brookSantaROS... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area mstr we 0 It 9.3 It heal/cool 3.5 x 6.5 It 22.8 II' mstr wic 0 It 9.3 It heat/cool 5.5 x 10.0 It 55.0 Itz Ty Construction number U -valueBluWflZ•F) Or HTM 81u11/112) Area (1191 or perimeter (II) Load BI h) Area Qlv) or perimeter (II) Load Bluh) Heal Cod Gross N/P/S Heal Cool Gross N/P/S Heat Cod 6 Vjl 12C-Osw 2A-2ov 2A-2ov 0.091 0.340 0.340 n n n 2.58 9.62 9.62 2.34 12.44 12.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 Vj/ 13A-20cs 2A-2ov 0.201 0.340 n n 5.69 9.62 4.35 12.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ SCG 12C-0sw 2A-2ov 213-21v 0.091 0.340 0.340 a a a 2.58 9.62 9.62 2.34 35.73 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy I GC 13A-2ocs 2A-2omd 2A -20v 0.201 0.580 0340 a a e 5.69 16.41 6Z 4.35 18.44 35 73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1y12C a Osw 2A-v 0.091 0.340 s s L 258 9.62 2.34 12.61 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vh T_C 13A-2ocs 2A -ZDV 0.201 0.340 s s 5.69 9.62 4.35 13.92 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V1! 12C-Osw 2A -20y 0.091 0,340 w w 2.58 9.62 2.34 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 w 5.69 4.35 0 0 0 0 0 0 0 0 YLO13A-2ocs 11D0 0.201 039 nw nw 5.69 11.04 4.35 it. 99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P D 12C-Osw 11 DO 0.091 0.390 n 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 168.30ad P. 0.91 1.74 0 0 0 0 0 0 0 0 F 2OP-191 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 2OP-191 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A-Ipl 0 989 2799 0.00 23 0 0 0 55 0 0 0 6 c) AED excursion 0 0 Envelope losstgain 0 0 0 0 12 a) Inlillration b) Room ventilation 0 0 0 0 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 5 0 1 0 5 Subtotal (lines 6 to 13) 0 5 0 5 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 10"/e 10% 0 0 0 0 0 0 0 0 5 0 10'/0 101/6 0 0 0 0 0 0 0 0 5 0 Total room bad Air required (c1m) 0 0 5 0 1 0 0 5 0 Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. C # wrigFstsotPt- 2018 -Mar -1310:39:47 AGA Righl-Smle® Universal 2018 18.0. 10 RSU24011 Page 4 rookSaniaRosaGR\Lo1311ThornbrookSanlaRosaGR.rup Calc = MJ8 House laces W DEL -AIR 10'0MM -1101 ml namlo Right -J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407.333-2665 Fax: 407.333.3853 Web: WWW.DEL-AIR.COM Job: Lot 311 Thorn brookSaniaRos... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area dining rm 10.0 It 9.3 It heat/cool 15.0 x 10.0 It 150.0 112 kitchen 18.6 It 9.3 It heal/cool 1.0 x 305 0 It 305.0 02 Ty Construction number U -value Btuh lt2-*F) Or HTM Bluwfl2) Area (112) or perimeter (f1) Load Bluh) Area (fig or perimeter (11) Load BI h) Heal Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 12C-Osw 2A-2ov 2A-2ov 0.091 0.340 0.340 a n n 2.58 9.62 9.62 2.34 12.44 12.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 Y 13A-2ocs ZA-2w 0.201 0.340 n n 5.69 9.62 4.35 12.44 0 0 0 0 0 0 0 0 5 0 5 0 27 0 20 0 1y I- tC 12C-Osw 2A-2ov 28.21v 0.091 0.340 0.340 a a a 2.58 9.62 9.62 2.34 35.73 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl 1_(C 13A-2ocs 2A-2omd 2A-2ov 0.201 0.580 0.340 a a a 5.69 16.41 9.62 4.35 18.44 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ G 12C-0sw 2A-2ov 0.091 0.340 s s 2.58 9.62 2.34 12.61 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6T-6 13A-2ocs 2A-2ov 0.201 0 340 s s 569 962 435 1392 93 39 54 0 310 374 237 541 117 0 117 0 663 0 508 0 Vy G 12C-Osw 2A-2ov 0.091 0.340 w w 2.58 9_62 234 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 w 5.69 435 0 0 0 0 0 0 0 0 VM T -D 13A•2ocs 11 DO 0.201 0.390 nw rnv 5.69 11.04 4.35 11.99 0 0 0 0 0 0 0 0 53 25 28 25 160 272 122 296 P L -D 12C-0sw 11 DO 0.091 0.390 n 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 231 23 208 23 536 250 300 272 C 168-30ad 0.032 0.91 1.74 0 0 0 0 0 0 0 0 F 2OP-191 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 2OP-191 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A -IPI 0.989 2799 0.00 150 10 280 0 305 19 520 0 6 c) AED excursion 34 137 Envelope loss/gain 963 811 2428 1381 12 a) Infiltration b) Room ventilation 178 0 56 0 332 0 105 0 13 Internal gains Occupants @ 230 Appliances/other 1 230 0 0 0 1200 Subtotal (lines 6 to 13) 1142 1098 2761 2686 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 10% 10% 0 0 0 1142 114 0 0 0 1098 110 10%, 10°/u 0 0 0 2761 276 0 0 0 2686 269 Total room bad Air required (cim) 1256 67 1208 57 3037 163 2955 139 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. F* wrigFstsott' 2018 -Mar -1310:39:47 ACM, Right -Sidle® Universal 2018 18 0 10 RSU24011 Page 5 rook SanlaRosaGR%Lol31lThornbrookSantaRosaGR.rup Calc -M,18 House laces W 1 DEL -AIR Right -JO Worksheet MUM -AM Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407.333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot 311 Thorn brookSantaRos... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area open to below 32.0 It 9.0 11 heaYcool 15.0 x 17.0 It 255.0 I12 rm 2 26.0 It 9.0 It heat/cool 15.0 x 11.0 11 165.0 112 Ty Construction number U -value Bluh/IPz*F) Or HTM BI 112) Area (112) or perimeter (It) Load 81 h) Area (112) or perimeter (11) Load Bluh) Heat Cod Gross N/P/S Heal Cod Gross N/P/S Heal Cod 6 V(/ 12C-Osw 2A-2ov 2A-2ov, 0.091 0.340 0.340 n n n 2.58 9.62 9.62 2.34 12.44 12.44 0 0 0 0 0 0 0 0 0 0 0 0 99 0 0 99 0 0 255 0 0 232 0 0 It y/ I--6 13A-2ocs 2A-2ov 0.201 0.340 n n 5.69 9.62 4.35 12.44 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 Vjl L GG 12C-Os* 2A-2ov 213-21v 0.091 0.340 0.340 a a a 2.58 9.62 9.62 2.34 35.73 35.73 135 0 40 95 0 0 245 0 385 223 0 1429 135 30 0 105 0 0 270 289 0 246 1072 0 y/ I---- GG 13A-2ocs 2A-2omd 2A-2ov 0.201 0.580 0.340 a a a 5.69 16.41 9.62 4.35 18.44 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Y12C-Osw I --G 2A -,,v 0.091 0.340 s s 2.58 9.62 2.34 12.61 153 0 153 0 394 0 359 0 0 0 0 0 0 0 0 0 Vj1 t -f 13A-2ocs 2A-2ov 0.201 0.340 s s 5.69 9.62 4.35 13.92 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl -- LG 12C Osw 2A-v 0.091 0.340 w w 2.58 Q.62 2.34 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-2ocs 0201 w 5.69 4 35 0 0 0 0 0 0 0 0 13A-2ocs 11 DO 0.201 0.390 nw my 5.69 11.04 4.35 11. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P L -D 12C-Osw 11 DO 0.091 0.390 n 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 168-30ad 0.032 0.91 1.74 255 255 231 443 165 16_5 149 286 F 2OP-191 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 2OP-191 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.99 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 75 56 Envelope loss/gain 1254 2528 963 1892 12 a) Inldtralion b) Room ventilation 550 0 174 0 447 0 142 0 13 Internal gams- Occupants @ 230 Appliances/olher 0 0 0 0 0 0 Subtotal (lines 6 to 13) 1804 2702 1410 2034 14 Less external load Less transfer Redstribution Subtotal Duct bads 39% 571/0 0 0 0 1804 696 0 0 0 2702 1539 39% 571/0 0 0 0 1410 544 0 0 0 2034 1159 r Total room load Air required (cIm) 2501 134 4241 199 1955 105 3192 150 Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. wrGghtsoft- 2018 -Mar -1310:39:47 Right -Suite® Universal 2018 18.0.10 RSU24011 Page 6 rookSantaRosaGR\Lol311ThornbrookSanlaRosaGR rup Calc = MJ8 House laces W JDEL-AIR MTM - aw cmmrrlolmra Right -JO Worksheet Entire House DEL -AIR HEATING & AIR PNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407.333.2665 Fax: 407.333.3853 Web: WWW.DEL-AIR COM Job: Lot311Thorn brookSantaRos... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area bth 2 8.0 It 9.0 It heaVcool 6.0 x 8.0 It 48 0 112 bth 3 120 If 9.0 It heat/cool 6.0 x 12.0 II 72.0 Ilz Ty Construction number U•value Bluh(IIZ•F) Or HTM 81 f12) Area (112) I or perimeter (It) Load BI h) Area (fl2) or perimeter (II) Load Bluh) Heal Cod Gross N/P/S Heal Cod Gross N/P/S Heal Cod 6 y/ 1210.0sw 2A•2ov 2A•2ov 0.091 0.340 0.340 n n n 2.58 9.62 9.62 2.34 1244 12.44 72 6 0 66 0 0 170 58 0 155 75 0 108 0 0 108 0 0 278 0 0 253 0 0 11 Vy I --fa 13A-2ocs 2A•2oy 0.201 0.340 n n 5.69 9.62 4.35 12.44 0 0 0 0 U 0 0 0 0 0 0 0 0 0 0 0 12C•Osw 2A-2ov 2B -21v 0.091 0.340 0.340 a a a 2.58 9.62 9.62 234 35.73 3573 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A•2ocs 2A-2omd A-2ov 0.201 0.580 0_340 a a a 5.69 1641 9_62 435 18 44 35 73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vjf t -G 12C-Osw 2A-2ov 0.091 0.340 s s 2.58 9.62 2 34 12.61 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V1l t -C 13A -tors 2A•2ov 0.201 0.340 s s 5.69 9.62 4.35 13.92 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VjIVL -6 1210Osw 2A-2oy 0.091 0.340 w w 2.58 9.62 2.34 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 w 5.69 4 35 0 0 0 0 0 0 0 0 y/13A•2ocs 0 11 DO 0.201 0390 nw rn 5.69 11.04 4 35 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P LD 12C-Osw 11 DO 0.091 0.390 n 258 11.04 1 44 11 99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.91 1 74 48 48 43 83 72 72 65 125 F 2OP-191 0.050 1.41 0 71 0 0 0 0 0 0 0 0 F 20P-191 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A-Ipl 0.989 27.99 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 17 22 Envelope loss/gain 271 295 343 357 12 a) Infiltration b) Room ventilation 137 0 44 0 206 0 65 0 13 Internal gains. Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 409 339 5501 422 14 15 Less external load Less Iransler Redistribution Subtotal Duct loads 39% 57% 0 0 0 409 158 0 0 0 339 193 399/6 579/0 0 0 0 550 212 0 0 0 422 240 Total room load Air required (clm) 566 30 532 25 1 762 141 662 31 Calculations aDDroved by ACCA to meet all requirements of Manual J 8th Ed. wrGgI - 2018•Mar•1310.39:47 Righl-Su4eO Universal 2018 18.0.10 RSU24011 Page 7 rookSantaRosaGR\Lot31lThornbrookSantaRosaGR.rup Calc = MJ8 House laces: W DEL -AIR Right -JO Worksheet r°"1111101 -M Entire House DEL -AIR HEATING & AIR PNDITIONING 531 CODISCO WAY. SANFORD. FL 32771 hone: 407.333.2665 Fax 407.333.3853 Web: WWW.DEL-AIR.COM Job: Lo1311Thorn brookSantaRos... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area rm 4 33.0 It 9.0 It heal/cool 1.0 x 161.8 It 161.8 It2 rm 3 wic 4.0 It 9.0 It heal/cool 4.0 x 5.0 It 20.0 112 Ty construction number U -value Bluh/112-•F) Or HTM Bluh/It2) Area (112) or perimeter (11) Load BI h) Area (112) or perimeter (It) Load Bluh) Heal cod Gross N/P/S Heal Cod Gross N/P/S Heat cod 6 Vj/ tF-- CCi 12C-Osw 2A-2ov 2A•2ov 0.091 0.340 0.340 n n n 2 58 9.62 2.34 12.44 12.44 108 0 15 93 0 0 240 0 144 218 0 187 0 0 0 0 0 0 0 0 0 0 0 0 11 y/ I --G 13A-2ocs 2A-2ov 0.201 0.340 n n 9.62 5.69 9.62 4 35 12.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1E12C•0sw 2A-2ov 2B -21v 0.091 0.340 0.340 a a a 2.58 9.62 9.62 2.34 35 73 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 2A-2omd 2A-2ov 0.201 0.580 0.340 e a e 5 69 16.41 9 62 4 35 18.44 3573 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4y 6 12C-Osw 2A•2ov 0.091 0.340 s s 2.58 9.62 2.34 12.61 63 0 63 0 162 0 148 0 0 0 0 0 0 0 0 0 t -G 13A-2ocs 2A-2ov 0.201 0.340 5 s 5.69 9.62 4.35 13.92 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yI C 12C-0sw 2A-2ov 0.091 0.340 w w 2 58 9.62 2.34 35.73 126 15 111 0 286 144 260 536 36 0 36 0 93 0 84 0 W 13A-2ocs 0.201 w 5.69 4.35 0 0 0 0 0 0 0 0 Vy D 13A-2ocs 11D0 0.201 0.390 my rlw, 5.69 11.04 4.35 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PI 12C-Osw 11 DO 0.091 0 390 n 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B•30ad 0.032 0.91 1.74 162 162 146 281 20 20 18 35 F 2OP-191 0.050 1.41 0.71 78 78 110 55 0 0 0 0 F 20P -19t 0.050 1.41 0.71 29 29 41 21 9 9 13 7 F 22A-tPl 0.989 27.99 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 111 7 Envelope loss/gain 1274 1816 124 118 12 a) Infiltration b) Room ventilation 567 0 180 0 69 0 22 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 1841 1996 192 140 14 Less external load Less Iransler Redistribution Subtotal Duct loads 39'/0 1 57=/0 1 0 0 0 1841 710 0 0 0 1996 1137 39% 57=/0 0 0 0 192 74 0 0 0 140 80 r Total room bad Air required (clm) 2551 137 3133 147 267 14 220 10 Calculations aDDroved by ACCA to meet all requirements of Manual J 8th Ed. f++- wrts!s""- 4 2018 -Mar -1310'39:47 Righl-SuileO Universal 2018 18 0.10 RSU24011 Page 8 IookSaniaRosaGR%Lol3liThornbrookSan$aRosaGR rup Calc = MJ8 House laces: W DEL -AIR wnno • m arormrmw Right -JO Worksheet Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333.2665 Fax: 407-333-3853 Web* WWW.DEL-AIR.COM Job: Lot311ThornbrookSantaROS... Date: 6/4/2014 By: FJF Room 2 3 4 5 name Exposed wall Room height Room dimensions Room area nn 3 24.0 ft 9.0 It heat/cool 12.0 x 12.0 It 144.0 It2 loll 10.5 11 9.0 It heat/cool 15.0 x 10.5 0 157.5 f12 Ty Construction number U -value Stuh/112-19 Or HTM at f12) Area (Il) or penmeter (11) Load BI h) Area (Il2) or perimeter (It) Load Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 yl 12C-Osw 2A-2ov 2A-2ov 0.091 0.340 0.340 n n n 2.58 9.62 9.62 2.34 12.44 12.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 y/ 6 13A•2ocs 2A•2ov 0.201 0.340 n n 5.69 9.62 4.35 12.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vj/ L- 2 12C•0sw 2A-2ov 2B -21v 0.091 0.340 0.340 n a a 2.58 9.62 9.62 2.34 35.73 35.73 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 i 13A-2ocs 2A-2omd 2A•2Dy 0.201 0.580 0340 a a a 5.69 16.41 1.62 2.58 962 4.35 18.44 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t12C-Osw 6 2A•2ov 0.091 0.340 s s 2.34 1261 108 15 93 13 240 144 218 189 95 30 65 26 166 289 151 378 VII G 13A-2ocs 2A-2ov 0.201 0.340 s s 5.69 9.62 4.35 13.92 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy- IG 12 -0w 2A•2ov 0.091 0.340 w w 2.58 9_62 5.69 2.34 35.73 108 IS 93 0 240 144 218 536 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 w 4.35 0 0 0 0 0 0 0 0 t -O 13A•2ocs 11D0 0.201 0_390 nw nw 5.69 11.04 4.35 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P L -D 12C-Osw 11D0 0.091 0.390 n 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 168.30ad 0.032 0.91 1.74 144 144 130 250 158 158 143 273 F 2OP-191 0.050_ 1.41 0.71 0 0 0 0 0 0 0 0 F 2OP-191 0.6) z_ 1.41 0.71 3 3 4 2 0 0 0 0 F 22A -1p1 0.989 27.99 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 1101 1 21 Envelope loss/gain 902 1523 597 782 12 a) Inlillralion b) Room ventilation 412 0 131 0 180 0 57 0 13 1nlernal gains Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 1315 16541778 839 14 15 Less external load Less transler Redistribution Subtotal Duct loads 39'/0 57% 0 0 0 1315 507 0 0 0 1654 942 39% 57% 0 0 0 778 300 0 0 0 839 478 Total room load Air required (clm) 1822 98 2596 1221 1 1078 58 1318 62 Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. wrigF tsoPt- 2018•Mar•131039.47 4C A Right•Suile® Universal 2018 18.0.10 RSU24011 Page 9 rookSanlaRosaGR%Lo13liThornbrookSanlaRosaGR rup Calc = MJ8 House laces: W 1 DEL -AIR Right -JO Worksheet MAMM-AM CMMUMMM Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD. FL 32771 Phone. 407-333.2665 Fax. 407-333.3853 Web: WWW.DEL-AIR COM Job: Lot311ThornbrookSantaRos... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area stairs 3.5 If 9.0 It heat/cool 1.0 x 253.5 11 253.5 112 Ty construction number U -value Btuh/Il2'F) Or HTM Bt 112) Area (112) or perimeter (II) Load BI h) Area or perimeter Load Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat cod 6 Vj/ 11 ---GG 12C•Osw 2A•2ov 2A-2ov 0.091 0.340 0.340 n n n 2.58 9.62 9.62 2.34 12.44 1244 32 0 0 32 0 0 81 0 0 74 0 0 11 Vy L-1 13A-2ocs 2A•2ov 0.201 0.340 n n 5.69 9.52 4.35 12.44 0 0 0 0 0 0 0 0 y/ GG 12C•Osw 2A-2ov 28-21v 0.091 0.340 0.340 a a a 2.58 9.62 9.62 2.34 35.73 35.73 0 0 0 0 0 0 0 0 0 0 0 0 Vj1 E -C 13A-2ocs 2A-2omd 2w-2ov 0.201 0.580 0340 e a a 5 69 16.41 9_62 4.35 18.44 95.73 0 0 0 0 0 0 0 0 0 0 0 0 1y 1-C 12C -Os w 2A•2ov 0.091 0.340 s s 2.58 9.62 2.34 12.61 0 0 0 0 0 0 0 0 6 13A-2ocs 2Y-A•2ov 0.201 0.340 s s 5.69 9.62 4 13.92 . 35 0 0 0 0 0 0 0 0 t -C 12C•Osw 2A-v 0.091 0.340 w w 2.58 9.62 2.34 35.73 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 w 5.69 4.35 0 0 0 0 Vj,I a 13A-2ocs Ilpo 0201. 0.390 nw nw 5.69 11.04 4.35 11.99 0 0 0 0 0 0 0 0 P L• -D 12C-Osw 11DO 0.091 0.390 n 2.58 11.04 1.44 1199 0 0 0 0 0 0 0 0 c 16B-30ad 0.032 0.91 1.74 254 254 230 440 F 2OP•191 0.050 1.41 0.71 0 0 0 0 F 2OP-191 0.050 1.41 0.71 0 0 0 0 F 22A-Ipl 0.989 2799 0.00 0 0 0 0 6 c) AED excursion 26 Envelope loss/gain 311 4881 1 12 a) Infiltration b) Room ventilation 60 0 19 0 13 Internal gains: Occupants Ob 230 Appliances/other 0 0 0 Subtotal (lines 6 to 13) 371 507 14 Less external load Less transfer Redistribution Subtotal Duct bads 39% 57% 0 0 0 371 143 0 0 0 507 289r15 Total room load Air required (clm) 1 514 28 796 37 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. i.F wrig FslsoPlt- 2018 -Mar -1310'39.47 Righl-Sude® Universal 2018 18.0. 10 RSU24011 Page 10 rookSanlaRosaGR%Lol311ThornbrookSanlaRosaGR rup Calc = MJ8 House laces: W 1 DEL -AIR Duct System Summary W=0 -=C011111"01010 Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone. 407-333-2665 Fax: 407.333-3853 Web: WWW.DEL-AIR.COM For: TAYLOR MORRISON External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.156 in/100ft 1450 cfm Job: Lot311ThornbrookSanta... Date: 6/4/2014 By: FJF Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.156 in/100ft 1450 cfm 154 ft Name Design 13tuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matt Actual Ln (ft) Ftg.Egv Ln (ft) Trunk blh 2 h 566 30 25 0.308 4.0 Ox 0 VIFx 8.0 70.0 bth 3 h 762 41 31 0.293 4.0 Ox 0 VIFx 12.0 70.0 dining rm h 1256 67 57 0.170 6.0 Ox 0 VIFx 41.3 100.0 s13 family rm h 4236 227 162 0.156 8.0 Ox 0 VIFx 53.5 100.0 st3 kitchen h 3037 163 139 0.178 7.0 Ox 0 VIFx 34.6 100.0 st3 loll c 1318 58 62 0.232 7.0 Ox 0 VIFx 18.5 85.0 st2 msir bth h 1251 67 26 0.197 5.0 Ox 0 VIFx 22.7 99.0 st4 mstr rm c 4510 183 212 0.185 8.0 Ox 0 VIFx 30.6 99.0 st4 mstr we c 5 0 0 0.193 4.0 Ox 0 VIFx 25.2 99.0 SO mstr wic c 5 0 0 0.200 4.0 Ox 0 VIFx 21.1 99.0 st4 open to below -A c 4241 134 199 0.220 8.0 Ox 0 VIFx 24.1 85.0 st2 pwdr h 1181 63 27 0.172 5.0 Ox 0 VIFx 39.6 100.0 st3 rm 2 c 3192 105 150 0.282 7.0 Ox 0 VIFx 15.0 70.0 rm 3 c 2596 98 122 0.212 7.0 Ox 0 VIFx 28.0 85.0 s12 rm 3 wic h 267 14 10 0.216 4.0 Ox 0 VIFx 26.1 85.0 st2 rm 4 c 3133 137 147 0.264 7.0 Ox 0 VIFx 20.8 70.0 stairs c 796 28 37 0.309 6.0 Ox 0 VIFx 7.6 70.0 utility c 918 35 43 0.189 4.0 Ox 0 VIFx 28.2 99.0 st4 wrightsoft- 2018 -Mar -13 10:39:49 Right-Suile® Universal 2018 18.0 10 RSU24011 Page t ACCA ...roOkSantaRosaGR\Lo13117hornbrookSanlaROsaGR rup Calc = MJ8 House laces: W Name Trunk Htg Clg Design Veloc Diam H x W Duct Stud/Joist Opening (in) Name Type cfm) cfm) FR fpm) in) in) Material Trunk SO Peak AVF 285 281 0.185 522 10.0 0 x 0 VinlFlx st2 Peak AVF 304 393 0.212 501 12.0 0 x 0 VinlFlx st4 Peak AVF 285 281 0.185 522 10.0 0 x 0 VinlFlx sti st3 Peak AVF 521 385 0.156 663 12.0 0 x 0 VinlFlx Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rbi Ox 0 1450 1450 0 0 0 0 Ox 0 VIFx wrightsoft- 2018 -Mar -1310:39 49 A+•, „,•..... Righl-Suile® Universal 2018 18 0 10 RSU24011 Page 2 rookSanlaRosaGR\Lot311ThornbrookSanlaRosaGR rup Calc - MJ8 House laces. W 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lo1311ThornbrookSantaRosaGR Builder Name: TAYLOR MORRISON Street: Permit Office: City, Stale, Zip: FL, Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the lop plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Balls in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air light and IC rated Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to rill voids between fire spronklef cover plates and walls of cemlin— a. In addition, inspection of log walls shall be in accordance with the provisions of ICC -400 3/13/2018 10:26 AM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: O This checklist 0 A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst-case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). O Energy Performance Level (EPL) Display Card (one page) O HVAC system sizing and selection based on RCCA Manual S or per exceptions provided in Section R403.7 D Mandatory Requirements (five pages) Required prior to CO for the Performance Method: O Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) O A completed Envelope Leakage Test Report (usually one page) O If Form R405 duct leakage type indicates anything other than default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge®- USRCSB v6.0 3/13/2018 10:2613 AM Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Lo1311ThornbrookSantaRosaGR Builder Name: TAYLOR MORRISON Street: Pa Permit Office: City, State, Zip FL, Permit Number: Design Location: FL, Orlando Jurisdiction- 691500 Cond. Floor Area:: 2138 sq.ft Cond. Volume: 19670 cu ft. Envelope Leakage Test Results Regression Data: C n: Sinole or Multi Point Test Data R: Leakage Characteristics Required ACH(50) from FORM R405-2017: Tested ACH(50)' : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. 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. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals) Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the lest, shall be turned off; and 6 Supply and return registers, if installed at the time of the test, shall be fully open I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: 3/13/2018 10:26 AM Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software O1 TI E ST47A 0 Page 1 of 1 HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017: Tested ACH(50)' : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. 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. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals) Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the lest, shall be turned off; and 6 Supply and return registers, if installed at the time of the test, shall be fully open I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: 3/13/2018 10:26 AM Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software O1 TI E ST47A 0 Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: Permit Number: FL, MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory)The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085. Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402 5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 InstallationThe components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturers instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the lime of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heal recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood-buming fireplaces shall have light -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace Where using light -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakagdNindows, 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 3/13/2018 10:26 AM EnergyGaugeO USA - FlaRes2017 - FBC 61h Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R -value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1 57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct lightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow, rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in lest: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2 Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41"C) or below 55'F (13"C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2 Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heal tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 3/13/2018 10.26 AM EnergyGauge® USA - FlaRes2017 - FBC 61h Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 Y2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100'F to 140'F (38'C to 60'C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403 5 6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM -1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved healing and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMUfv CFM) Range hoods Any 2 8 cfm/walt Any In-line fan Any 2 8 cfm/wall Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI. 1 cfm = 28 3 Umin. a. When tested in accordance with HVI Standard 916 3/13/2018 1026 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -lest value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heal pump sizing shall be based on the cooling requirements as calculated according to Section R403.7 1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or healing within that space by one or more of the following oplions- A separate cooling or heating system is utilized to provide cooling or healing to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50'F (10'C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8"C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to healers shall be controlled by a readily accessible on -oft switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas-fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool healing systems 3. Where pumps are powered exclusively from on-site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool healers fired by natural or LP gas shall not have continuously burning plot lights. 3/13/2018 10.26 AM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandatofte energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 3/13/2018 10:26 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 04,111 I l 0 I 1I i 1 y 1I n I 4 I ry I_ a7 F rh W 8 d 311 REVISIONS Del Air Heatiml. Ar Canditioninq 3 Pdrlgeratlon.6 c. 109 Corruwrce 10 eet I,akcMar4Fl. 52746-6206 Phaie:407-631-2665 Fax: 407-303-3853 DATE By 119 R) Zn '+ -t' DATE: DRAWN BY: 6/4/2014 FJF 2/9/18 JA M irrgo'E_R Oe--- 3 F O m 100 Y Q Q n 5i4 Q nsg a il+ Q 1 03 o n iil t Z 70 i at O O I I IE A . age• I e- + W nO ;r C3 N 1 n R, o 3! A D Y n I 0 I 3 n n I i-Z(h1z4 04,111 I l 0 I 1I i 1 y 1I n I 4 I ry I_ a7 F rh W TAYLOR MORRISON SANTA R O S A LOT 311 THORNBR OKE REVISIONS Del Air Heatiml. Ar Canditioninq 3 Pdrlgeratlon.6 c. 109 Corruwrce 10 eet I,akcMar4Fl. 52746-6206 Phaie:407-631-2665 Fax: 407-303-3853 DATE By 0 Zn '+ -t' DATE: DRAWN BY: 6/4/2014 FJF 2/9/18 JA O F 6 3Ph C P O ` 0DZLS 3 F O m 100 e$ Q Q vp - n3 h 03 o n iil Z 70 i at O O I I IE N W N e- + W nO ;r C3 Nno 3! A D Y n I 0 3 n n i-Z(h1z4 n I O Y , I iS I u 1I C I Ia P Z300 n nP BUILDER: PLAN : LOT SUBDIVISION TAYLOR MORRISON SANTA R O S A LOT 311 THORNBR OKE REVISIONS Del Air Heatiml. Ar Canditioninq 3 Pdrlgeratlon.6 c. 109 Corruwrce 10 eet I,akcMar4Fl. 52746-6206 Phaie:407-631-2665 Fax: 407-303-3853 DATE By 6/6/16 JA 2/21/17 JA DATE: DRAWN BY: 6/4/2014 FJF 2/9/18 JA 3/13/18 JA 3" WASTE STACK FROM 2ND FLOOR I TERMINATING TO THE 1sT FLOOR 3 a i AAV i KITCHEN a 1 lw/ MASTER i BATH i 3i i , i` W.M. 3.... .. a Fav : WG ' POWDER BATH TALOR MORRISON HOMES THORNBROOKE HOUSE TYPE: SANTA ROSH ap . LOT 311 1ST FLOOR o : T 3'• WASTE STACK FROM 2ND FLOOR I i TERMINATING TO THE 1ST FLOOR AAV' KITCHEN i MASTER BATH W. M. POWDER BATH TALOR MORRISON HOMES THORNBROOKE HOUSE TYPE: SANTA ROSA LOT 311 IST FLOOR i DESCRIPTION AS FURNISHED: Lot 31 1, THORNBROOKE' PHASE 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: LOT 283 LOT 312 5.00' 5.00' 5.00' - 5.00' - PC O- --*Ir — — — — — — — — — —— N 00'14'55' W 288.92' Taylor Morrison Qf Florida, Inc. RECORD COPY LOT 284 I LOT 285 N 00°1455" W 40.00" 7LOT311 LEGEND - 26.80' 26.80' 16.0' PLAT 3.0'x3.0' o LANAI AC 06 C D 30.0' FICLD PROPOSED RESIDENCE TYPICAL n SANTA ROSA IRON PIPE ELEV - INCLUDED POINT OF REVERSE CURVATURE GARAGE RIGHT IRON ROD ICC 0 C.H. CONCRETE MONUMENT 5.0' RADIAL s?, 1/2' 1R /ILB 4"6 T ENTRY NON -RADIAL RCC. RECOVERED 8.7' VITNCSS POINT h POINT OY tCGImm 9; CALCULATED x 3 POINT C(BWENCEMENI 1.3' PERMANENT REFERENCE MONWIENT 6' JP1 IVE t CT25.20 25.20'' L. ESMT. BUILDING SETBACK LINE 5' WALK RIGHT-OF-VAY BA BENCHMARK CSMI. EASEMENT CURB BASE BEARING DRAIN. B.B.) N 00°14 55 " W 40.00" RED ROSE LANE 50' R/W) TRACT 1 (UTIL. & ACCESS R/W) O 9 PROPOSED FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS BUILDING SETBACKS: r'- PROPOSED DRAINAGE FLOW FRONT - 25' LOT GRADING TYPE A REAR 15' PROPOSED F.F. PER PLANS - 24.4' } SIDE 5.0' SIDE CORNER a 10' PROPOSED GRADE PER CONSTRUCTION PLAN + CRUSENME M? -SCOTT LEGEND - shown on plan. LEGEND - P PLAT POLL. POINT DN LINE r FICLD lYP. TYPICAL IP. IRON PIPE P.R.C. POINT OF REVERSE CURVATURE IR IRON ROD ICC POINT Or COMPOUND CURVATURE C.H. CONCRETE MONUMENT AD. RADIAL SET I.R. 1/2' 1R /ILB 4"6 NR NON -RADIAL RCC. RECOVERED V!. VITNCSS POINT P.O.B. POINT OY tCGImm CALC. CALCULATED PO.C. POINT C(BWENCEMENI RA PERMANENT REFERENCE MONWIENT JP1 FP. FINISHED FLOOR ELEVATIONNLDNAIL6DISDSLBUILDINGSETBACKLINE R/V RIGHT-OF-VAY BA BENCHMARK CSMI. EASEMENT BJ. BASE BEARING DRAIN. DRAINAGE LANAI 128 SO. T?, UTIL. UTILITY SOFT. DRIVEWAY = 403 CLEC. CHAIN LINK FENCECE A/C PAD = 9 SOFT WALKWAY = 76 VOOD FENCE IMPERVIOUS = 47.9 X C/B CONCRETE BLOCK SOFT. SOD = 2 502 PA:. POINT OF CURVATURE OFF LOT AREA CALCULATIONS R/W = 440 P.I. POINTQ TANGENCY APRON = 114 SO FI PLOT PLAN ONLY' DESC. DESDCRI TION NOT A SURVEY) SODA 126 SO FT L IUSARCLENGIN PROPOSED INFORMATION SHOWN AREA = 5,240 D DELTA DRIVEWAY = 517 SO. FT AND/OR INSTRUCTIONS PER SIDEWALK = 276 EDHDRO CLIENT NOT FIELD VERIFIED SOD - Z628 SO.FI C.S.• KARUNG NORTH THIS BUILDING/PROPERTY OOES.NOT UE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER FIRM' ZONE K. MAP / 12117C 0055 F. ENG. DEPT. Ok to construct single family home s.00' with setbacks and impervious area shown on plan. 5..,4A &4A Ci R 5.00' V7P9% 1 SR LOT 310 W c O 0 N ED ~ 5.00' JP1 ON LOT AREA CALCULATIONS. LOT = 4.800 SOFT. LMNG = 1,157 SO.F7 GARAGE = 451 SO.FT. ENTRY = 74 SO. FT LANAI 128 SO. T?, BREEZEWAY- N/A SOFT. DRIVEWAY = 403 SO FT A/C PAD = 9 SOFT WALKWAY = 76 SO.FT IMPERVIOUS = 47.9 X 2.298 SOFT. SOD = 2 502 SOFT OFF LOT AREA CALCULATIONS R/W = 440 SO.FI. APRON = 114 SO FI PLOT PLAN ONLY' SIDEWALK = 200 SO FT NOT A SURVEY) SODA 126 SO FT A A= PROPOSED INFORMATION SHOWN AREA = 5,240 SOFT. BASED ON SUPPLIED PLAN DRIVEWAY = 517 SO. FT AND/OR INSTRUCTIONS PER SIDEWALK = 276 SO.FT CLIENT NOT FIELD VERIFIED SOD - Z628 SO.FI ASSOC, INC. - LAND SURVEYORS 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 NOTE$: I. THE UNDERSIGNED DOES HEREBY COMPY THAT THIS SURVEY MEETS ME STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD Of PROFT3WN4. SURVE'r= AND MAPPERS IN CHAPTER W-17 FLORIDA ADWINISM7VE CODE PURSUANT TO SECTION 472.027. FLORIDA STATUES 2. UNLESS EMBOSSED MITA SURVEYORS SAMATURE AND ORVI AL RAISED SEAL THIS SURVEY YAP OR COPIES ARE NOT VAUD 3. THIS SURVEY WAS PREPARED FROM TITLE WFORMATTON FURNISHED TO THE SURVEYOR. THERE MAY SE OTHER RESTRICTIONS OR EASENDM THAT AFFECT THIS PROPERTY. 4. NO UNDERGROUND IMPROVEMENTS NAVE BEEN LOCATED UNLESS OREERWISC SHOWN. 6. THIS SURVEY IS PREPARED FOR THE SOLE BENEFR OF TRIOSE COMIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. W2NSMNS SHOWN FOR THE LOCATION OF IMPROVEMENT$ HEREON SHOULD NOT BE USED TO RCCONST)IUCT BOUNDARY LINES. 7. BURINCA ARE 84M ASSUWED DATUM AND ON WE LANE SHOWN AS SASE BEARING (B.B.) B. E!"ATI&M IF SHOWN. ARE SUED ON NATIONAL GEOOCW DATUM OF It". UNLESS OTHERWISE NOTED. B. COTNICATE OF ALRMR17 WN FM. 4590. SCALE N-- 1' - 20 DRAWN BY: 'r' CERTIFIED BY: OATS ORDER No. PLOT PLAN 03-16-18 1503-18 TOM X. ENhf R.L.S. / 4714 JAMES W. SCOTT, R S / 4801 S/7 llcd R L.ti STATE CERT .LIC EC13003715 ELECTRICAL SERVICES, INC. HOLDER: JOSEPH STRADA 3400 St Johns Pkwy X NEC 2011/FBC 107 2T SANFORD. FL STRADAN 6 r a 877-906.1.1111313 ELECTRIC • SECURITY ELECTRICAL LOAD CALCULATIONS UPOATEO 5.8.2012 MODEL: SANTAROSA BUILDER TAYLOR MORRISON SUBDIVISON VOLTIAMPS TON OTY KW LARGEST LOAD: HEAT PUMPS W/SUPPLEMENTAL HEAT 9418 2 4032 10000 6500 0 Includes Heat Pump and Heat Stnps on together @100%. 2.5 5040 10000 6500 0 3 5280 10000 6500 0 Square feet Irving areal 21381 3 volt/amps 1 6414 3 5 6168 8000 5200 0 Small Appliance Circuits 3 4500 4 6888 8000 5200 0 Laundry Circuit 1 1500 5 8160 10000 6500 0 Dishwasher 1 1500 Water Heater 1 4500 110 KW SETUP 0 Range 1 8000 3.563333 AC EPI 35.5 12 2.958333 Oven 0 Cooktop 0 Microwave 1 1100 TON QTY KW Dryer 1 5000 1.5 2990 5000 3250 0 Disposal 1 500 2 4032 5000 3250 0 Pool 0 2.5 5040 5000 3250 0 3 5280 5000 3250 0 misc 3.5 1 6168 5000 3250 9418 misc 4 6888 5000 3250 0 TOTAL OTHER LOAD 33014 51 8160 5000 3250 0 FIRST IOKVA@100% 10.000 5 KW SETUP 9418 REMAINDER @ 40% 9206 LARGEST LOAD 9418 POOL PRE . ES TOTAL LOAD 28 624 V.A./ 240VOLTS= 119 aTY AMPS X30; i2ao: moo' SIZEX60 240' RECOMMENDED MINIMUM PER 10.0, I IIIIIIIIIIIIIIfZa0, SERVICE SIZE: I 150 I I NEC 150 Note: This Load Calc is base on the information provided by the builder. The recommended service size will be installed leaving sufficient usage for future homeowner 1 Cb X 2T o 6 r a w v 1 m 0 1m 30'-O. REFER TO D PACK FOR CONNECTION. TYPICAL 7' SETBACK CORNERSET LABELING AND SPACING NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 Total Truss Guantity = 165. THIS IS A TRUSS PLACEMENT PUN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES ENGINEERED TRUSS DRAMANCS AND RFcoRD coPY S H I N G L E ROOF 0 OR D ON A.F.F. REFER T463 PAC( FOR CONNECTION. In 2'-0' TYPICAL 5' SETBACK CORNERSET LABELING AND SPACING HANGER CHART dli= HTU 26 (SIMPSON) JL = THA 422 (SIMPSON) J = HUS46 (SIMPSON) J L= HUS26-2(SINPSON) JL= HGUS26-2(SI14PSON) I d.d W I.r ATTENTION! tel\ Im . General Notes 1) pdr d.d blwL ra bs ad d ANS. bw - bP and Pw+1 P*w A— fA 10 Y) M hmp- b X91. 1 Mm{ ud- w w. a" 3) M ba."" b 21' at man dlrli a, 4) ti lls Plb b1AYb Om -01 I.eul..ldelefl sd 1-b * dd0 b. omw M Y.ia.e +ely IS' at mmw OIo web to M ape" d• allsI d 1Y bd— b lie Naomi Or dnWa Pb.. Idr b 85-w b, q aYbd b.deq ROOF LOADING SCHEDULE TTTCC pLLL = 20 pPp S FFF BCl = ' 7 PSF BCDL = 10 PSF TOTAL = 47 PSF DURATION 1.252 NAND SPD/TYPL- 150 ENCLOSED BLOC E)POSURE - C USAGE - REMENTIAL CAT B NAND IMPORTANCE FACTOR- 1 UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA FW 2017 TPI 2014 Tnm Da a anon w pm dnfa ASCE 9-10 -d a - Goa mum.m Dub mgneats and AdAnp ud oon wvd fm.e Kaslml nAaa TD=e a 11 bea K\xwed m tlll\ n d&b-W IOa pd.ulmnmm Duu.n ebn.d Ne 1..d FLOOR LOADING SCHIPSFTCLL40 L 10CDL = 5 OTAL = 55 ALL REACTIONS OVER 5000/ AND UPUM OVER loco// ARE SHOWN ON ENGWEEMG. WALL LEY 9'-4- C22M 20'-3/4Q x CRIPTION oar. aaE N OOUNi M Y ILII GAN oEscfa"M Oar. DATE CARPENTER CONTRACTORS OF AMERICA 3900 AVD" 6 N Y. WINTER NAVEN rLOt1OA 33880 PNoo (Som 959 -BOOS rAx. ( 9631 2942489 BUILDER TAYLOR MORRISON PROJECT TBORNBROOK MODEL 2138 CCA PROJ/uODEL/ALT 9A9/9A7/213TA,B/213S6 ALT DESC18W COVE= LANAI OTC : LOT : 911 BLOCKDATE Ppb ardad.a DE9GNER PACE 10/4/16 1 N330090R 514 '=1' T" uAW= RECORD COPY n City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # # 1 8 1 4 6 3 Project Location Address: Santa Rosa, Lot 311 wN1D Nc SANFORD As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuildin..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 herma Tru Swinging Ext. Door (front door) FL20461-112 Sliding MI Windows Sliding Ext. Door (Standard SGD) FL15332.6 Sectional Windsor Garage Doors Sectional Ext. Door single & Dbl FL15080.1 Roll Up Automatic Other 2.Windows Sin le Hung MI Windows Single Hung window FL17676.2,9,16 Horizontal Slider Casement Double Hun Fixed MI Windows Frame Fixed Glass FL 18644.04 Awning Pass Through Projected Mullions MI Windows Mullions FL 18504.2• Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3.Panel Walls Siding Soffits Alpha Aluminum, Inc. Soff its FL12019-115 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles CertanTeed Shingles FL5444-R12 Underla ments InterWrap, Inc. Underlayments FL15216-R3 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 Millennium MMI -2 Off Ridge Vent FL 19567-R1 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 Component Wood Connectors Anchors Truss Plates MiTek Industries Truss Plates FL1999-116 En ineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Commercial Concrete Lintels FL1774.1 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products HVAC Tie Down BMP International HVAC Tie Down FL14239-R4 Applicant's Signature Applicant's Name Please Print) June 2014 t 0 aR. S Z, Ob TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS o• m )r • WTNOOW M -OUTS 76• USN YI D SN 1151 DSI 6%LqpTao N' USI N 11711 USF 33% g La la sw Ja SN 315+ NnaablaTn•vnt/saama 6v 651 VJ1751 ass 35S7 3 Cram*alem Q-FTO4*m, b7altnl jmvw N ullp nA¢ Itc roRaal irxar•ar U' 3 b y1 L4 36 74 J6 7H 3654 JOWMR ow-WtE To WE Gc- vm tw5D f OPWA FOR ALL MOM Q -FW=W" RDs.nNFla•ra 01000 5185 AND E3TALLATION MAY VARY FIR O1 -Hg KMFACRN 6FECACAT06. TSER TO FLOOR FLAILS FOR STYLE OF 0009 USE01SKrLE W .SKC M-C".ORFM ldA:fa FW u van aLFo Ral1= coJ• E .. vvUm((2l•Y ON9RGOI sa ro •EEL to Ii1R11ab N001 aLL BirfBE:r' L1CaR iO1fs0E th'QlAIR1Ll YptlT a1N 1010 fENlOGII • •N fDRlp 00N MA!N FLOOR STOWGIVRIIL LEGEND f [6 RODCgr®a4 S OAOkt. 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AiIA01S mulf00f1101Nlp. 14T rOp;A17U tuars7wa s eat aortae JOOO tl6E 6• i M. `al U •' OG f Lam o010tA fa6rSt2FF=NA ff•1 CWAlPAr*jKMMEL R al at MN17 A/r1O6 Aa76a1 tAa eo W/ 4'OIG 011F0.f®brA17E 1{L/p7YEE A W COL61 NN601.1 K WU Ailld Ll'g0 LaL 10NAp.IK1Q 11!lMa1tA01 LOtOE0al1I?ML l61'OOtlS tIVM 401.1 K AAIf Y61Or A7A0AL L mOD1aA0rEV V OC rA W.l1/rCO6YPOL7rX(W Yru101RXJ•04R ATIAOr96 Y7A01 A7N1 tltwm at RA• Ir711R•a um awa7 7• rayl m2VJtATCkL6lWAVA01.J•Ya5FEa 3111Ir7Oa80C"OLoLImO C.M170R Aq AOWTIAL STAIR NOTES; F1m OILOH06 SIAL fE VAaD701rA1 AM& Om C"a/Ay 411041 tl 6.0147'OtAARyrl fNul fR C01M06r0A IIA 11110a70 11E Rl T,1411 L N1R O7KR T A6D.E tf IT721ERp tE RVr 70 A r10g01FClr 1008 t:F Lam am ueoau 000 M1IL 641ETRwOAt14IT` O rlN fMr06f7A701Ett Im u3 0Lr4AADAXV fgAl'ILL MEL IVH A4Aa p WF%.V* M 1016E11M•EUILL AO MO014A OAm0a600'*j Atas4 r1A rw INE vt aI INE m WERA ALLlY/Itl410 Ab YIorA76 tl 4onr•Nrec rm AolAel av roI rAtA . in taro rlalt STAIR SECTION * Aml% wWR? 16oV057 rtoarro+amlea 7rAa: um ula Su:t wyE 7cww.r rAu6•ta•rAt13wAr:•oAnlom/ANtvto 0 t10oQi0f0t V tl Id6TWN600q It11item - MEMIX 1a0Er11.00M TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS 70' j 1/' 1 76' 1 46' MNOOW CALL -01M 10' OF& 703 FG =FG. "4D' F4 14• IROf( 7670M 70:0U4 4010 F4 S36' wo sw 1070 411 3030 91 4030541 te' WSW 7M40 5R 7010 59 407o SR 60• r7t 760 5R mo 511 mw 5N I WSW R' U694 mw 94 W-5.14'16091 GG**7 VVwC"""FOR4u7AVD" WOU $56 RID 0610 U10 PAT VAW PER S 7UVFAnft 9''ECW.ATM Z RM TOFLOORK"FOR STILEOrIMM bED 750fAE WY1.91CA56£#• M.ORWED G! ,IS6• fGl 1 All tictecT tAueE AL rETnE I 1 r1OY MF0R-6'"w0rA 0 71t r9E1 q 7H7 9 101 WFA1a7t nor c1e•bs U-rv.7x.ur.Ilnc•urv7r•aoi.r. x lcwufwE IQ-/.vaefulsALlvrvlrlv:lrA fOKCE0Y610! r1paL+wn11•.A•L7lsnulm 1utlavalaAawrwYacc IaI rAw /1a. Aou®6 a oo ne 110t AL1 AICAOICO ffINm71llOI ItlagAAA!'! g7.otlwisbatl7/Y7vKa76 1nol nAa rep tloa76E,7oc ItLe L t CO11aaA•97itA10 f'CM. pO _ FIV=tR11•m7M 6UItVK01• t11rA1f1AR I)D 8006E lIR•116 Y tAa eo ualall•aum 111Ar. STRUCTURAL NOTES 41OLstlfrLlYJ1I MM u moo laq eF4A74 amaeq f¢a1• mmaa u orlL7a AulA q tE mAoO®suR 7Ej611a AD100t1 m116/T04 ROm YGID AREA IROOJFALL PR7IFM. 7k a9lwum ueE m awa o wpolae OOY6l?J®RR NYr41DFl .E •E os®atloc a twirl; ram m law 171Q O ! O:JRplaW 0 rKvoa••It rte A 1.711"x" rnQcmw O O w NCtlatNOlOITlA00rOIRYFOAwal971086000A7111mr191NM6691101I416AfLOA. N]i ax4aslee 06C Ia asAa6 Aa Iact vaa >, /OEl a K Ir'ti®ImR1PrOCR • 8I1 m11710pVgq VOi01.11 Ai19 1pOFPQ! AIOVC¢Iu7I1; ttltnws®,• moxviup of6/8 1owl7p/ 70tl7U/OfJt • •p D110tr101r1061 ATTIC AOCESS DETAIL lids b. r -r UPPER FLOOR PLAN NOTES Ic" GARAGE RIGHT To j W 8ea Oc 11 3,E Ii3 Ul where a-rNmlr ' cu nr ••ru 741 >o vera Ol-lo-r1 II biuriiL aAOYtif M VA"QNpr•arr cowl lao1 .O/ f. tl•.1100 774 e.•aa.l•ee .qua MW4A VaA'HO0.1 Y0O09MIN uc ywatl.•0,. Ar vau•ramuenl.Aau7 X1/1 0 LLJ Y O D O t 1 V--4 OM J 2138 uswr non• r1 AN .Or47 • 2B1 Florida Building Code Online 4. ka a Page 1 of 6 ProfeSSional Regulation w rclt SCIS Moine I tog In I Use, Registration j Mot Topics I Submit surcharge I Stats & Facts Publications FBC Stan I SCIS Site Map [inks search FlOnda Y I 1 i Product Approval0USER: I Public User yyyy,+ppsarr reya iT.bmOgr+tr Product Approval Menu > Application Detail FL # FL20461-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived O Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419)298-1740 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Cl Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan ]. King, P.E. G Validation Checklist - Hardcopy Received Certificate of independence FL20461 R3 COl (d) Certificate of indeoendence.odf Referenced Standard and Year (of Standard) Standard 101/I.S.2 ASTM E330 ASTM E331 TAS 202 Equivalence of Product Standards Certified By Sections from the Code Year 1997 2002 2000 1994 http://lloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs.19a49YAgX.lkl-IOuU... 3/19/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 12/13/2017 Date Validated 12/13/2017 Date Pending FBC Approval 12/21/2017 Date Approved 02/13/2018 Page 2 of 6 Summary of Products Go to Page O a 0 0 Page 1/ 20 m FL ii i Model, Number or Name Description 20461.1 a. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -impact" Opaque Composite Edge Smooth -Star Fiberglass Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 11 (e) Inst 20461.I.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.1 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.1.Ddf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of ")" part doors, this product approval requires the use of ")" part numbers for these doors, which have been stained or numbers for these doors, which have been stained or painted within six months of installation.) painted within six months of installation.) 20461.2 b. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Opaque Composite Edge Smooth -Star Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 11 (e) Inst 20461.2.ol f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.2 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.2.Ddf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of '7" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.3 c. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6'8 "Non -Impact" Opaque Fiberglass Composite Edge Double Door with or without Sidelites Inswing/Outswmg; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 II (e) Inst 20461.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.3 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.3.Ddf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of ")" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.4 d. Therma-Tru Fiber -Classic and Nominal 7'0 "Non -Impact" Opaque Composite Edge Smooth -Star I Fiberglass Single Door (inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 II (e) Inst 20461.4.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.4 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.4.1)df additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.5 e. Therma-Tru Fiber -Classic and Nominal 7'0 "Non -Impact" Opaque Composite Edge Smooth -Star Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 11 (e) Inst 20461.5..0f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 http:Hnoridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgX.IkHOuU... 3/19/2018 Florida Building Code Online Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.5 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.5.Ddf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) Page 3 of 6 20461.6 f. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -Impact" Opaque Composite Edge Smooth -Star Fiberglass Single Door (inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 II (e) Inst 20461.6.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.6 for Design Pressure Ratings, any FL20461 R3 AE (dl Eval 20461.6.Ddf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.7 g. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -Impact" Opaque Composite Edge Smooth -Star Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 II (e) Inst 20461.7.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.7 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.7.Ddf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or panted within six months of installation.) 20461.8 h. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'0 "Non -Impact" Opaque Composite Edge Fiberglass Double Door with or without Sidelites Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 11 (e) Inst 20461.8.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: See INST 20461.8 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.8.Ddf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of '7" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.9 1 1. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 11 (e) Inst 20461.9.0f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.9 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.9.Ddf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.10 J. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 11 (e) Inst 20461.10 1 Approved for use outside HVHZ: Yes Verified By: Lyndon F Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.10 for Design Pressure Ratings, FL20461 R3 AE (d) Eval 20461.10.Ddf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part littp:HnoridabLiildiiig.org/pr/pr_app_dtl.aspx?paraln=wGEVXQwtDgsJ9a49YAgXJkFiOLIU... 3/19/2018 Florida Building Code Online Page 4 of 6 numbers for these doors, which have been stained or m. Therma-Tru Fiber -Classic and Smooth -Star painted within six months of installation.) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 11 (e) Inst 20461.13.odf 20461.11 k. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Glazed Composite Edge Fiberglass Created by Independent Third Party: Yes Smooth -Star Double Door with or without Sidelites (Inswing/Outswmg; XX Other; See INST 20461.13 for Design Pressure Ratings, FL20461 R3 AE (d) Eval 20461.13.odf or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 11 (e) Inst 20461.11.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.11 for Design Pressure Ratings, FL20461 R3 AE (d) Eval 20461.11.0f any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star 20461.15 doors, this product approval requires the use of '7" part Nominal 8'0 "Non -Impact" Glazed Composite Edge Fiberglass numbers for these doors, which have been stained or rTher h -Star painted within six months of installation.) 20461.12 I. Therma-Tru Fiber -Classic and Nominal 7'0 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 II (e) Inst 20461.12.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant. No Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: See INST 20461.12 for Design Pressure Ratings, FL20461 R3 AE (d) Eval 20461.12.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "7" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.13 m. Therma-Tru Fiber -Classic and Smooth -Star Nominal 7'0 "Non -Impact" Glazed Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 11 (e) Inst 20461.13.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other; See INST 20461.13 for Design Pressure Ratings, FL20461 R3 AE (d) Eval 20461.13.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star any additional use limitations, installation instructions and doors, this product approval requires the use of "I" part product particulars. (For Fiber -Classic and Smooth -Star numbers for these doors, which have been stained or doors, this product approval requires the use of ")" part painted within six months of installation.) numbers for these doors, which have been stained or 20461.14 n. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 11 (e) Inst 20461.14.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other; See INST 20461.14 for Design Pressure Ratings, FL20461 R3 AE (d) Eval 20461.14.Ddf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of ")" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.15 ma-Tru Fiber -Classic and Nominal 8'0 "Non -Impact" Glazed Composite Edge FiberglassrTher h -Star Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 11 (e) Inst 20461.15.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.15 for Design Pressure Ratings, FL20461 R3 AE (d) Eval 20461.15.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of ")" part numbers for these doors, which have been stained or panted within six months of installation.) 20461.16 p. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -impact" Glazed Composite Edge Fiberglass Smooth -Star Double Door with or without Sidelites (inswing/Outswing; XX or OXXO configurations) http:Hfloridabuildiiig.org/pr/pr_app_dtl.aspx?pai-am=wGEVXQwlDgsJ9a49YAgXJkHOLIU... 3/19/2018 fdorida Building Code Online Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.16 for Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "I" part numbers for these doors, which have been stained or painted within six months of installation.) Installation Instructions FL20461 R3 11 (e) Inst 21 Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20461 R3 AE (d) Eval 20461.16.Ddf Created by Independent Third Party: Yes Page 5 of 6 20461.17 q. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Opaque Composite Edge Smooth -Star Fiberglass Single Door with Transom (Inswing/Outswing; O/X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 II (e) Inst 20461.17.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.17 for Design Pressure Ratings, FL20461 R3 AE (d) Eval 20461.17.Ddf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of '7" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.18 r. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Opaque Composite Edge Smooth -Star Fiberglass Single Door with Sidelite(s) and Transom Inswing/Outswing; O/XO, O/OX or O/OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 11 (e) Inst 20461.18.D0f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 20461.18 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.18.0f additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star additional use limitations, installation instructions and doors, this product approval requires the use of 'T part product particulars. (For Fiber -Classic and Smooth -Star numbers for these doors, which have been stained or doors, this product approval requires the use of '7" part painted within six months of installation.) numbers for these doors, which have been stained or 20461.19 s. Therma-Tru Fiber -Classic and Smooth -Star Nominal 68 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO Continuous Head and Sill configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 II (e) Inst 20461.19.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 20461.19 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.19.Ddf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of '7" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.20 t. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'0 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO Continuous Head and Sill configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 11 (e) Inst 20461.20.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 20461.20 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.20.0f additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of '7" part numbers for these doors, which have been stained or painted within six months of Installation.) Go to Page J '.% Page 1 / 2 40 Bach Nei, Contact Us 2601 Blair Slone Road, Tallahassee FL 32399 Phone: 850.487.1820 The Slate of Florida ,s an AA/EEO employer. CoDvr,ohl 2007-2013 Slate of Florida.:: Privacy Statement :. Accessibility Statement .. Refund Statement http:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJklAOLiU... 3/19/2018 Florida Building Code Online Page 6 of 6 Under Florida law, email addresses are public records If you do not want your e-mail address released in response to a public -records request, do not send electronic mad to this entity. Instead, contact the office by phone or by traditional mad. 11 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 955, F.S. must provide the Department with an email address if they have one. The emads provided may be used for official communication with the licensee. However email addresses are public record If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 955, F.S., please cock here . Product Approval Accepts: 1 0 Credit Card Safe http:H loridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJkHOuU... 3/19/2018 1111111111, 7I/ THERMANTRU® ?_ DOORS Fiber -Classic. & Smooth -Star. flllll 111, 11 rl oRa= FRAME WIDTHv ar8agmCW u COMPOSITE EDGE r —i OPAQUE FIBERGLASS SINGLE DOOR ®® E o= INSWING/OUTSWING 3a NON -IMPACT" z z r8 oc" 0 OcoO GENERAL NOTES _?M=u M=m I. This product has been evaluated ands in compliance with the 61h Edition X O gl a 2017) Florida Budding Code (FBC) structural requirements excluding the Ifigh a a Velocity Hurricane Zone- (HVHZ). ' 2 Product anchors shall be as fated and spaced as shown on details. Anchor embedment to base material steal be beyond wag dressing Or stucco. _ I ]=J Ci p 3. For 2x stud homing construction. anchoring of these units shag be the some as c .S ^ that shown for 2x buck masonry construction. r i N in J Z 4. Site condlions that deviate from the details of this drawing require further as W engineering analysis by a licensed engineer or registered architect. a 5 inin mNo S. Fiber -Classic d Smooth -Scor Door ponels require the use of'P part W - numbers and must be stained or pointed within sic months of installation. o W W oao dis z I I : TABLE Of CONTENTS SHEET# DESCRIPTION 1 T 'COI Elevations. 0 n Pressures 8 General Notes p ^ 0 e 2 Door Panel Details _ o u 3 Elevolloru `' Z a 4 Horizontal b Vertical Cross Sections (2X Buck mm 5 26 16 ? S Hortumtol 8 Vertical Cross Section 1 X Buck) 6 Horizontal 6 Vertical Cross Sections Direct to Ma sour: N.T.S. u i 7 Vertical Cross Sections Thresholds O°o w: JK m 8 Buck b Frame Anchone CM Br: LFS 3 9 Hardware Wails See Sheet 3 for Hardware Specifications oa wwc xo: 10 Componens ° FL -20461.6 OI1BIIOfMaterials ry SxEFf 1 01 1 1 ., LOCK DESIGN PRESSURE (Sf) DESIGN PRESSURE (PST) CONFIGURATION HARDWARE LOCK INSWING OUISWING CENIERUNE HARDWARE POSITIVE NEGATIVE POSITIVE NEGATIVE X 5.1/2" latch ti Oeadbolt +60.0 -67.0 +60.0 -60.0 X 12" latch ti Oeadbolt +67.0 -67.0 +67.0 -67.0 X N/A Multipoint 0.0 -50.0 0.0 -$0.0 0.5" IL0.7' COMPOSITE HINGE STILE CAP lc.i_,.c ... EXTERIOR 11 e ---------- i EXTERIOR INTFRIOR wuuuj rl'*HORIZONTAL CROSS SECnON 360 MAX. 35.813 MAX. DOOR DOOR PANEL WIDTH r PANEL WIDTH 40 2aOR IANEI00, 7 INTERIOR HORIZONTAL CROSS SECTION 35.817 MAX. DOOR PANEL WIDTH PANEL@MD. @=I 1AM11 4: TOP RAIL St V. —AS n4( 02iW CO 0 L 0 z 00• c to al 10 c ui INTERIOR EXTERIOR INTERIOR EXTERIOR Z cu- 2 77 FIBERGLASS SKIN o 10.08T THKJ 6 L•BOTTOM RAIL o no COMP.1 1.7 1' 1.71' rTVERTICAL CROSS SECTION 4"VERTICAL CROSS SECTION a,E 5126116 SCALL' N. T. S. c mc py. JK c CHY BY. LFS op"m M04 FL -20461.6 c SHM 2 orI L C TOP RAIL COMPOSITE/ENGINEERED WOOD) L 0 to al CD FOAM CORE POLYURETHANE - 1.9 PCF MIN.) INTERIOR EXTERIOR INTERIOR EXTERIOR Z cu- 2 77 FIBERGLASS SKIN o 10.08T THKJ 6 L•BOTTOM RAIL o no COMP.1 1.7 1' 1.71' rTVERTICAL CROSS SECTION 4"VERTICAL CROSS SECTION a,E 5126116 SCALL' N. T. S. c mc py. JK c CHY BY. LFS op"m M04 FL -20461.6 c SHM 2 orIL C 111111111///I/ 94:0-^ v'• .: yam: a rlllllll PI130. N7 -Z erg u 4 Q) aa4 O O= OW O a 2 2 4 5 6 SCHIAGE KNOB: FSI i 1 } o KNOB: SIGNATURE SERIES 8 r3"\r3 DEAOBOLT: SIGNATURE SERIES (900) 3 4 5 6 G HOPPE MULTIPOINT; I o a n U SEE HARDWARE v c CHART d ^ 2 W Z 0) J b hyo 1 2 3 4 oma a N H F e N — Z u 017E 5126116 i Fiber-Classk/Smooth•StarDoor Panel Options SAM N.T.S. Products approved include all embossed panel doors and 2 panel recessed panel doors. ewe' ey' X a Similar opaque panel conWatiom ore allowed. a0C ^' LF5 eo a Panels tom ore for Illustration and are representative Dory. oaurwG o Fl. -20461.6 0 Smarr 3 or 11 0 HARDWARETA01E - MANUFACTURER MODEL DEAOSOIT: 660 KWIKSET : MfOGART iHERMA•TRU) (3 pl. Manual Tongue) 1.1/4" MN. EMB. (TYP.) 2 HORIZONTAL CROSS SECTION Shown wF2K4 Outswing shown(Irsswulg —lor) i VERTICAL CROSS SECTION 4 Shown w/ 2X Buck Outswing shown (Inswing sirrldor) INTERIOR EXTERIOR 3 HORIZONTAL CROSS SECTION Shown4 O swlntg shown (Inswing sirdar) 1.15"MN. EMB. (TYP.1 1-1/P MIN. EMB. (TYP.) 090mr, Ha I III 11-11-19, J L52616 i tt N.T.S. ° i to JK m L rx LFS ; m w. a FL -20461.6 c N Ci 4 or 11 n 111111111!/III IKN•• 2 yyO mac° 140 yZo'- i m v_ io m UN •• I g a i 8 E. 9m. N rY• 1 O ° 0 664 E 1^, a .h: \ ] 1-1/P MIN. EMB. (TYP.) 090mr, Ha I III 11-11-19, J L52616 i tt N.T.S. ° i to JK m L rx LFS ; m w. a FL -20461.6 c N Ci 4 or 11 n 111111111///jr c C y O:vQ N A_'' IX Buck to be secured to C o n a. irnosonrybyothers u r •: v °{ zV8V $ 9 oneNnQ 40 41 42 e 14 S Z3 > W p> 7 1 8 3d vi EXTERIOR INTERIOR m ozx 1 VERTICAL CROSS SEC17ON j Shown w/ I X sub -buck Outswing shown (Inswing *Mor) U A W:S W W N1Wi1 E m C v ` 0 K re (mo a C v o• a a v v ti 1 1 O l _ 6 7 Nz$ I INTERIOR INTERIOR w JW W ZQG ooe o m9No I our s a• EXTERIOR EXTERIOR n a W 2 23 24 I-I/!•MIN. 40 41 42 29 40 41 42 MIN. 1 iEMB. (iYP.) MB. EMS. E(TYP.) are 5 26 16 SCALE N.T.S. ° i wa sr. JK m 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION aK er: LFS 5 Shown w/ I x subbuc: Outswing shown (Inswing smulor) S Shwnowl I x sub -buck Outswing shown (ftwin sinTRE) OR"m O e a FL -20161 6 a SWEET eJ Oi 11 N 0 E I.s E IS ;tfli i * •/O'^ MAX. .. MAX. 11111 1pv 1\ o N i n w C C g La O m C WU 40 41 42 _ " m' a OIL I' 40 41 42 o v°14 e EXTERIOR INIMR EXTERIOR INTERIOR vo Z 3 1 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION 6 5hown Oirect to MosolvY 6 drown Oirecl to MasorvY g o Oulr*" only w/ 4.9/16 jomb Oulswing only w/ 6.9/16 jamb DIRECT TO MASONRY MAX. DESIGN PRESSURE: w/ STANDARD STRIKE = t 47 PSF 3 w/ SECURITY STRIKE = t 55 PSFm H a 8I d C 1• 1 C to C 1 1 C UZ ta I Z G Z Z tiZ UO INTERIOR I: 1 I I 1 I I t op 1 N i N j e e i a 40 41 4EA2 a o o e o a a i W Z INTERIOR a c o+ p 0 7G \ III CI W p K N 40 41 42 N e N. e a M e e pia MIN. EMS. S EMB. (iYP.) o a e e p O E IXTEIIWR 2 HORIZONTAL CROSS SECTION 6 Shown Direct to Mosorvy Oulswing only w/ 4-9/16' jamb E / 1.1/4'MIN. EMU. (TYP.) 3 HORIZONTAL CROSS SECTION 6 Shown Direct to MosorvY Out wing only w/ 4-9/16 jamb E EXTERIOR 1-1/,CNN. EMU. PYP.) 5 HORIZONTAL CROSS SECTION 6 Shown Direct to Mo Outswing oNy w/ 6- 9116s jamb E M 1-1/4'MIN. EMB. (TYP.I 6 HORIZONTAL CROSS SECTION 6 Shown Direct to MosonrY Outswing oNy w/ 6-9/ 16 jomb N Oz G\1C 5 26 I6 soar N.T.S. c u. Or. LFS NO: FL -20461.6 sacs 6 OF I1 Notes: I. Sal Item N's 17. 18.32,34,35,36,37.38&39 ore attached to jambs w/13) N8 X 2-1 /T pfh stews at each end. Sal Item N's 16 & 33 ore attached to jambs w/ (2) N8 X 2.1 /T pfh screws at each end. Sal Item N 15 u attached to Iambs utftng (2) N 10 X T pph SKIS at each end. INTERIOR SEE NOTE I EXTERIOR v. e 1 VERTICAL CROSS SECTION 7 Inswing so EXTERIOR INTERIOR 3 VERTICAL CROSS SECTION 7 Outswing sal FA , EXTERIOR FAIRW. . d 1/1" r/Mald 2 VEIMCAL CROSS SECTION 7 Inswing Sit EXTERIOR SEE NOTE I INTERIOR 4 VERTICAL CROSS SECTION 7 Public Access Sia 4[. N.T.S. er JK C. R. LFS MM rm_ FL -20461.6 x+ 7 or 11 A 0:S i llllll Lai n Iln OC_ b n m n ppZ dmd uN •. a 0 ZmaU nw<n' 9dga m n a C 4 CZ0 C ei03a 0 O C H VK Q J Jm W( 4K1 j WO W al a kn a 4[. N.T.S. er JK C. R. LFS MM rm_ FL -20461.6 x+ 7 or 11 2X BUCK 1 0 - HEAD S JAMBS TYP.) 50 PSF MAX h Li TO MASONRY IYP.) _.. ..._..__..._ nYPI I11! D HEAD d JAMBS PYP.) MUCK 70 PSF MAX U O MASONRY TYP.) .,.. _.............__..._ O e N Z U CAM 5126116 i FRAME ANCHORING N.T.S. en JK CNN GY. LFS 3 OPLOW NO: O FL -2046I6 a aaxr 8 or 11 Can 3)08x2-1/?omm PFH W$ zo JAMB TO HEAD DETAIL o z0V4 fryp) U 9poagin Y m a a W4 z 7 0 y CW a Jia 1-7 O U 7 0 L 2X BUCK to m BUCK J IX BUCK W(7 aW 3 i o 7 M DIRECT TO al o jNMASONRYm FRAME HEAD & JAMBS a coTYP.) a d O e N Z U CAM 5126116 i FRAME ANCHORING N.T.S. en JK CNN GY. LFS 3 OPLOW NO: O FL -2046I6 a aaxr 8 or 11 28 2X BUCK L Ix BUCK G DIRECT TO M 26 MASONRY MUCK 2$ I X BUCK G 27 DIRECT TO m MASONRY LATCH i DEADBOLT DETAIL KvAkset 2X BUCK I X BUCK DIRECT TO MASONRY SEE OE 01 SUB STRIKE PLATE 2X BUCK IX BUCK DIRECT TO M MASONRY LATCH i DEADSOLT DETAIL Schloge LATCH 8 DEADBOLT STRIKE DETAILS STRIKE JAMB Latch and Deadbolt S-I/I ON CENTER SEE OE 01 STRIKE JAMB Latch and Deadbolt IT ON CENTER 8B M DIRECT TOMASONRY DEADBOLT STRIKE DETAILS Security Deodbolt Shike Plate) SEE HINGE DETAIL (TYP.) HINGE JAMB 0 g m fm 1 F O N O o 0 m 0 SEE TONGUE Oo b ` Oo SIRIKE DETAIL r 7 ITYP.1 o ort --o 0 I=mo I —lo m m C. SEE LATCH 8 QQ i & DEADSOLT u DETAILZQCA HINGE DETAIL iXX BUCK x BUCK IRECTTO MASONRY STRIKE JAMB M1Alipoint Lock 2X BUCK4--o I X BUCK DIRECT TO MASONRY TONGUE STRIKE DETAIL iur. lt'poofro-c-- 2X BUCK IX BUCK G DIRECT TO M MASONRY 30 LATCH d DEADBOLT DETAIL U7oinLock M ULTIPOINT LOCK STRIKE DETAILS $04m. N.T.s. om on JK Cm 9r: LFS FL -20461.6 a 9 or 11 4.56— @L=.O THRESHOLD 6 .d Si 5.75" NIWING IHRIIH?W hv-vV moderate CImcle Sil lVIr @35 INSWING THRESHOLD2-mv —Moderate clirmle S1 5.75 711F gtIIN,1SWI,MI,G; THRESHOLD 36 hsmngBakFvedS.3/,rSIB 7.S" INSWING THRESHOLD hr37LAVBasso F"d7-l/rSa 4,56' 4.56" n Av A 4K Zo It L=GIHIESHTHRESHOLD O Composite Adjustablejusloble Si 5.83* l4i 5.7r V". INSWING TMIEIHOLO THRESHOLD 39 =w*Q Badc Ca.P.sre Adjustable SM 759' A U INSWING THRESHOLD32 mV Bak Coffpmte Adrmlable Sill 7.1? 4 In a I--- 1.7r I.?r I -"N SWEEP 9 SWEEP mwmmw- M-Ilvm' @ OLMWINC,T=HRESHOLD 17 Composite I AMTftn Sl 5.7S' T 1 18 OU.U- m— TSpWoIuNG THRESHOLD eAn*UMSM permal z 9 IONG. ft JK I FL -20461.6 a a Florida Building Code Online Page 1 of') Professional RegulationBusiness rg BCIS Home I tog In I User Registration Hot Top.Cs I SUbmit Surcharge I Slats B Facts ( Pubbcalions I FBC Stan I BCIS Site Mai I Lmke I search I Florida Product Approval9rUSER: Public User u yy11 e[t pprya LTJa s7gr,0i Product Approval Menu > Product or Aoorrcation Search > Application List > Application Detail FL # FL15332-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sltlinger 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 12/31/2018 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 R4 COI FLCOI.Ddf Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option D Year 2008 https://www.11oridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtFI8572gvdWl... 3/20/2018 Florida Building Code Online Date Submitted 08/11/2017 Date Validated 08/13/2017 Date Pending FBC Approval 08/15/2017 Date Approved 10/10/2017 Summary of Products Fl # Model, Number or Name Description Page 2 of 3 15332.1I SERIES 420 ALUMINUM SGD I REINIES 420 FORCED ALUMINUM SGD OXO 145-3/4"x80" NON - Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 11 08-00500E.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 R4 AE 510807D.0f PRESSURE RATINGS Created by Independent Third Party: Yes 15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NON- REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R4 11 08-00498E.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 FLI5332 R4 AE 510805D.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.4 SERIES 420 ALUMINUM SGD REINFORCED 15332.3 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OXO Approved for use in HVHZ: No REINFORCED 145-3/4"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 11 08-02248C.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R4 AE 512968C.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 11 08-02249C.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R4 AE 512969C.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.5 I REINFORCED ALUMINUMIES420 SGD I SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FLI5332 R4 Il 08-02250C.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLI5332 R4 AE 512970C.pdf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.6 I ASERIES I LUM N420 REINFORCED 196 IES 420 REINFORCED ALUMINUM SGD OX, XO, XX UM Limits of Use Installation Instructions Approved for use in HVHZ: No FLI5332 R4 II 08-00499E.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R4 AE 510806D.p Of PRESSURE RATINGS Created by Independent Third Party: Yes 15332.7 I SERIES 420 REINFORCED I SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" ALUMINUM 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 R4 11 08-005OiE.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports https://www.floi-idabLiildiiig.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt} l8572gvdWi... 3/20/2018 Florida Building Code Online Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS FL15332 R4 AE 510808D.Ddf Created by Independent Third Party: Yes Page 3 of 3 15332.8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON- REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 11 08-00502E.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R4 AE 51080913.0f PRESSURE RATINGS Created by Independent Third Party: Yes 15332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX ALUMINUM SGD 143"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00503E.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 R4 AE 510810D.odf PRESSURE RATINGS Created by Independent Third Party: Yes Back Nert Contact Us :. 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487.1824 The State of Florida is an AA/EEO employer. Coovriollt 2007.2013 Stale of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455-2750). Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S must Provide the Department with an email address if they have one The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to Supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here Product Approval Accepts: Credit Card Safe https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDq(V18572gvdWi... 3/20/2018 Florida Building Code Online Page 1 of 3 Business •ProfessionalRegulation wwnm SCIS Home I Log In I user Registration j Hot Topics I Submit Surcharge I Slats b Facts Publications I Fac staff I aCIS Site Map I Links I Search bpr ProductbuApproval I, USER: c user L r evi Product Approval Menu > Produtt or Application Search > Application List > Application Detail FL # FL1S080-113 Application Type Revision Code Version 2017 Application Status Approved Comments Archived O Product Manufacturer Windsor Door MFG. LLC Address/Phone/Email 5800 SCOTT HAMILTON DR. LITTLE ROCK, AR 72209 501) 570-9213 DMCMAHAN@W INDSORDOOR.COM Authorized Signature David McMahan DMCMAHAN@W INDSORDOOR.COM Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed JOHN SCATES the Evaluation Report Florida License PE -51737 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 08/28/2018 Validated By Kurt Dietrich 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 FL15080 R3 COI Cert of Ind Scates 2017 s.Ddf Standard Year DASMA 108 2012 DASMA 115 2012 Method 1 Option D https://www.FloridabLlilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgLiS73Fr2%yiPt... 3/20/2018 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products Page 2 of 3 12/07/2017 12/07/2017 12/09/2017 02/13/2018 FL # Model, Number or Name 15080.1 RESIDENTIAL PAN DOORS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +22.9/-26.4 Other: +22.9/-26.4 LISTED IS FOR THE 9' 0" X 7' 0" OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS Description MODELS 724, 426, 735, 750, 755 Installation Instructions FL15080 R3 II 99A061-revF ]ambAttach s.odf FL15080 R3 11 99AO75 Locklnstall s.pdf FL15080 R3 11 998079-revB s.Ddf Verified By: JOHN E. SLATES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports FL35080 R3 AE Eval Report ResPan r2 s.Ddf Created by Independent Third Party: Yes 15080.2 RESIDENTIAL PAN DOORS MODELS 724, 426, 735, 750, 755 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15080 R3 II 99A061-revF ]ambAttach s.Ddf Approved for use outside HVHZ: Yes FL15080 R3 II 99AO75 Locklnstall s.Ddf Impact Resistant: No FL15080 R3 11 99B080-revC s.odf Design Pressure: +22.9/-26.4 Verified By: JOHN E. SCATES, PE FL 51737 Other: +22.9/-26.4 LISTED IS FOR THE 9' 0" X 7' 0" Created by Independent Third Party: Yes OTHER SIZES AND PRESSURES ARE LISTED ON THE Evaluation Reports DRAWINGS FL15080 R3 AE Eval Report ResPan r2 s.pdf Created by Independent Third Party: Yes 15080.3 RESIDENTIAL PAN DOORS MODELS 724, 426, 735, 750, 755 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15080 R3 11 99A061-revF ]ambAttach s.odf Approved for use outside HVHZ: Yes FL15080 R3 11 99AO75 Locklnstall s.odf Impact Resistant: No FL15080 R3 11 99B081-revC s.odf Design Pressure: +27/-31.2 Verified By: JOHN E. SCATES, PE FL 51737 Other: +27.0/-31.2 LISTED IS FOR THE 9' 0" X 7' 0" Created by Independent Third Party: Yes OTHER SIZES AND PRESSURES ARE LISTED ON THE Evaluation Reports DRAWINGS FL15080 R3 AE Eval Report ResPan r2 s.odf Created by Independent Third Party: Yes 15080.4 RESIDENTIAL PAN DOORS MODELS 724, 426, 735, 750, 755 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15080 R3 11 99A061-revF )ambAttach s.pdf Approved for use outside HVHZ: Yes FL15080 R3 11 99AO75 Locklnstall s.Ddf Impact Resistant: No FL15080 R3 11 99B082-revC s.Ddf Design Pressure: +31.2/-35.8 Verified By: JOHN E. SCATES, PE FL 51737 Other: +31.2/-35.8 LISTED IS FOR THE 9' 0" X 7' 0" Created by Independent Third Party: Yes OTHER SIZES AND PRESSURES ARE LISTED ON THE Evaluation Reports DRAWINGS FL15080 R3 AE Eval Report ResPan r2 s.pdf Created by Independent Third Party: Yes 15080.5 RESIDENTIAL PAN DOORS MODELS 724, 426, 735, 750, 755 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15080 R3 11 99A061-revF )ambAttach s.pdf Approved for use outside HVHZ: Yes FL15080 R3 11 99AO75 Locklnstall s.Ddf Impact Resistant: No FL15080 R3 11 99B083-revC s.pdf Design Pressure: +42.6/-48.9 Verified By: JOHN E. SCATES, PE FL 51737 Other: +42.6/-48.9 LISTED IS FOR THE 9' 0" X 7' 0" Created by Independent Third Party: Yes OTHER SIZES AND PRESSURES ARE LISTED ON THE Evaluation Reports DRAWINGS FL15080 R3 AE Eval Report ResPan r2 s.odf Created by Independent Third Party: Yes 15080.6 RESIDENTIAL PAN DOORS MODELS 724, 426, 735, 750, 755 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15080 R3 11 99A061-revF )ambAttach s.Ddf Approved for use outside HVHZ: Yes FL15080 R3 11 99AO75 Locklnstall s.Ddf Impact Resistant: No FL15080 R3 II 99B084-revB s.Ddf Design Pressure: +42 6/-48.9 Verified By: JOHN E. SCATES, PE FL 51737 Other: +42.6/-48.9 LISTED IS FOR THE 9' 0" X 7' 0" Created by Independent Third Party: Yes OTHER SIZES AND PRESSURES ARE LISTED ON THE Evaluation Reports DRAWINGS FL15080 R3 AE Eval Report ResPan r2 s.odf Created by Independent Third Party: Yes 15080.7 RESIDENTIAL PAN DOORS MODELS 724, 426, 735, 750, 755 https://www.floridabLlilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS73Fr2LyiPt... 3/20/2018 Florida Building Code Online Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.5/-28.5 Other: +25.5/-28.5 LISTED IS FOR THE 20' 0" WIDE UP TO 12' 3" TALL OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS 15080.8 1 RESIDENTIAL PAN DOORS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +37.8/-42.9 Other: +37.8/-42.9 LISTED IS FOR THE 8' 0" X 7' 0" OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS WINDOWS ARE NOT AVAILABLE FOR WINDBORNE DEBRIS APPLICATIONS. Page 3 of 3 Installation Instructions FLIS080 R3 11 99AO61-revF JambAttach s,odf FL15080 R3 11 99AO75 Locklnstall s.pdf FLIS080 R3 11 998095-revA s.Ddf Verified By: JOHN E. SCATES, PE FL 51737 Created by Independent Third Party, Yes Evaluation Reports FL15080 R3 AE Eval Report ResPan r2 s.Ddf Created by Independent Third Party: Yes MODELS 724, 426, 735, 750, 755 Installation Instructions FLI5060 R3 11 99AO61-revF JambAttach S.Ddf FL15080 R3 11 99AO75 Locklnstall s.Ddf FL15080 R3 11 99BO96-revA s.odf Verified By: JOHN E. SCATES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports FLI5080 R3 AE Eval Report ResPan r2 s.Ddf Created by Independent Third Party: Yes Back Noat Contact Us :: 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone: 850.487.1824 The State of Florida is an AA/EEO employer. Cooyneht 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 reouest, do not send electronic mad to this entity. Instead, contact the office by phone or by traditional mad. If you have any Questions, please contact 850.497.1395. '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 rl they have one The emads provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine of you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Is® Credit Card Safe https://www.f oridabtiildiiig.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtiS73Fr2%yiPt... 3/20/2018 2' GALV. STEEL HORIZONTAL TRACK. 16 CAGE OR 13 CAGE BASED ON DOOR SIZE I DESIGN PRESSURE I TEST PRESSURE THE WEIGHT OF THE DOOR 9'_0"7'-0"+22.9 USE EXTRAcI/4' X 3/4' HEX HEAD SELF 1/4' X 1/2' LONG CARRVGE BOLT & NUT DRILLING SCREW 1/4' x 1-1/2' X 13 GAGE MIN. 9'-0"18'-0" GALV. STEEL HORIZONTAL ANGLE. 22 2 +28.81-33 13 GAGE GALV. STEEL TRACK SPLICE SNEET2LEYAL• SX 3 4 OR FLAG BRACKET FASTEN TO WOOD DETAIL A JAMBS WITH 5/16' X 1-1/2' LAG SCREWS, DETAIL 2' GALV. STEEL VERTICAL TRACK BOLTEO TO TRACK BRACKETS WITH 1/4'-20 X 5/8' TRACK BOLTS. OPTIONAL FOR MOD. 724, 730 18OA. (9 X 7). 16CA. (9 x 8). p OPENING HEIGHT NOT OVER .1111 63- (9 X 8) DOOR HEIGHT) P.S.F. FABLE DOOR SIZE I DESIGN PRESSURE I TEST PRESSURE WIDTH !EIGHT POSITIVE NEGAFWE POSITIVE NEGATIVE 9'_0"7'-0"+22.9 GALVAM ZEO STEEL STRUT. 26.4 +34.4-39.6 ATTACHED WITH 1/4' X 3/4- 9'-0"18'-0" 19.2 22 2 +28.81-33 3 3' 2 PER VERTICAL STILE) DETAIL A 20 GAGE END STILES 2 BRACKETS EACH SIDE) 1-3/8' POLYSTYRENE INSULATION p OPTIONAL FOR MOD. 724, 730 p 750, 755. 426. e COMMERCIAL (9 x 7) 0 e O 0,e Or d 13 GAGE GALV. STEEL BOTTOM BRACKET 42' (9 x 7) ATTACHED WITH 2 FASTENERS 1/2 POLYSTYRENE BELOW ROLLER. 20 GAGE 37 (9 X 8) 3 BRACKETS EACH SIDE) INSULATION STANDARD I COMMERCIAL (9 X 8) FOR MODEL 735 S' 2020 GAGI E END STILES - FASTENED WITH TOG-L-LOCS TO PANEL USE ENO GP OVER END STILES ON 9 X 8. 21 OR 2i SEE DETAIL C. HIGH PANEL STOP MOULDING HAILED EVERY 12' CALV AND PREPAINTED STEEL 6-0 TYPE NUL MIN. 25 GAGE ALL MODELS I MODEL 750.0755 LAG SCREW - 5/16' X 1-1/2' SECTION 8-B 20 GAGE GALV. STEEL CENTER STILE TOG -L LOC OR POP RIVETED TO PANEL. I OGA. COMMERCIAL GALV. STEEL TRACK BRACKETS. SEE ABOVE IS GAGE GALV STEEL CENTER HINGE RESIDENTIAL SECTION A -pFORSPACING. FASTEN TO WOOD JAMBS WITH 5/16' X 1-1/2' FASTENED WITH (4) 1/4- X 3/4- LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. HEX HEAD SHEET METAL SCREWS. P.S.F. FABLE DOOR SIZE I DESIGN PRESSURE I TEST PRESSURE WIDTH !EIGHT POSITIVE NEGAFWE POSITIVE NEGATIVE 9'_0"7'-0"+22.9 GALVAM ZEO STEEL STRUT. 26.4 +34.4-39.6 ATTACHED WITH 1/4' X 3/4- 9'-0"18'-0" 19.2 22 2 +28.81-33 3 NOTE: 1/ NON-DESCRIPTIVE20X5//Sw TO 8E HEX BOLTS & NUTS OR 1/4' X 3/4' LONG HEX HEAD SHEET METAL SCREWS. Digitally signed by John E. Scales. P.E. Date 2015.04.14 19:19.23 -05'00' DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURESFL_PE-51737 LISTED IN THE TABLE ABOVE VIA TESTING TO ANSI/DASMA 108-05 972 492-9500 Pro4abnol Englneeic cool DETERMINATION OF SUITABILITY FOR SPECIFIC SITES IS THE RESPONSIBILITY OF OTHERS. previde0 enly for erde"on rindbod confit—tbn delade 16 GAGE GALV. STEEL TOP BRACKET WITH 14 GAGE ROLLER HOLDER SEE DETAIL 0) 2' ROLLER WITH 7/16. OVL STEM. ` TIRE: NYLON OR 7 BALL STEEL. (9 X 7). 1 2- ROLLER WITH 7/16- OM. STEN. B TIRE: 7 BALL STEEL. (9 X B) OPTIONAL LOCK NOTE. DOOR MUST BE INSTALLED WITH EITHER (AN ELECTRIC OPERATOR OR A LOCKLIST ENGAGE BOTH STRUTSTRACKSONODORSWITHEXTENSION J SPRINGS), 3' 20CA SEE DETAIL A) GALV STEEL END HINGE COMMERCIAL MODELS: 724, 426, 730, 735. 750. 755 ATTACHED WITH 5 FASTENERS 14 GAGE. (SEE DETAIL C) 1.25' GALVAM ZEO STEEL STRUT. AND HINGE ATTACHED WITH 1/4' X 3/4- t CO UMN LONG HEX HEAD SELF OF TOP & BOTTOM SECTIONS. DRILLING SCREWS. 3' 2 PER VERTICAL STILE) DETAIL A a e 7' OR 8' 9' MODELS: 724, 426, 730, 735. 750. 755 SINGLE CAR) CENTER STILES PART NAME: WINDLOAD RESIDENTIAL PAN DOOR W1 B AND HINGE X 16' AIR VENTS t CO UMN REO'D. 60 SO. OF TOP & BOTTOM SECTIONS. H MW. TOTAL OPEN ENO STILE & RAIL. All OPTIONAL. DETAIL A THIS STRUT ON HINGE MODELS: 724, 426, 730, 735. 750. 755 USE ONE EXTRA SELF LEAF. (SEE DETAIL C) PART NAME: WINDLOAD RESIDENTIAL PAN DOOR W1 B DRILLING SCREW THROUGH OTHER STRUTS IN MIDDLE TOLERANCE DEC.FC .1 %69 ANG T 1' TOPLW OF HINGE, OF TOP & BOTTOM SECTIONS. 2.75- —I ENO STILE & RAIL. SCALEPLOTSCALESHTNONE DETAIL A 20 GAGE END STILES 3' 20GA WOE STRUT 1-3/8' POLYSTYRENE INSULATION p OPTIONAL FOR MOD. 724, 730 p 750, 755. 426. e 0 e O 0,e Or d 13 GAGE GALV. STEEL BOTTOM BRACKET p ATTACHED WITH 2 FASTENERS BOTTOM SCREW CAN BE ABOVE OR BELOW ROLLER. 20 GAGE No. 51737 , O'•, STATE OF , J 0oe'•.1O/ 11111R10• per? IONI ; V \\\\ ENOCAP USED ON L.H. 9 X 8 DOOR ONLY NOTE: GLAZING DOES NOT SATISFY WPACT DETAIL C 9 X % 9 X 8 OEBRIS REQUIREMENTS W F8C P.O. Box 8915 NDSWIOR DOOR 722 9 R 915. AR 501) 562-1872 MODELS: 724, 426, 730, 735. 750. 755 PART NAME: WINDLOAD RESIDENTIAL PAN DOOR W1 B 12/15/11 RLB TOLERANCE DEC.FC .1 %69 ANG T 1' 2866 3/10/08 RLB DWCi. NO. 99-8-079 NEXT LEVELke 1 OF 3 2848 11/1/07 RLB E.C.N. DATE: APPROV. SCALEPLOTSCALESHTNONE STEEL TRACK13 SPLICEICE OR FUG BRACKET, P DOOR SIZE I DESIGN PRESSURE I TEST PRESSURE 3/4' X 1-I 2 X 13 GAGE MIN, 1/4' X 1/2' LONG FASTEN TO WOOD 7'-0"+18.7 GALV. STE0. CARRIAGE BOLT t NUTHORIZONTALANGLE. USE EXTRA WITH 5/16' X 1-1/2"1/2' 16'-0" 1/4' X 3/4' LAG SCREWS 31.2 HEM NEAO SELF WINDLOAD RESIDENTIAL PAN DOOR 12/15/11 DRILLING SCREW TOLERANCE W1 8 VSE 21 1 /4' x 3/4' SHE MEYAL SCREWS 2866 3/ 08 RL8 fOF2" GALV. STEEL HORIZONTAL 2" GALV STEEL O. TRACK 16 GAGE OR 13 GAGE VERTICAL TRACK BASED ON THE WEIGHT i6GA E.C.N. DATE: THE ODOR BOLTED TO d4 SHT 2 OF 3 TRACK BRACKETS DETAIL DWITH1/4'-20 % 5/8' TRACK BOLTS 6}'(18X 7) 74- (16 X 8) OPENING NEI HT d4 N0TOVEORHEIGHT) 6 X 7) 50"(16E X 8) d3I 21• (16 X 7) BRACKETS EACH SIOE 24" (16 X 8) d3 5. 20 GAGE ENO STILES - FASTENED WITH TOG -L -LOOS TO PANEL USE END CAP OVER ENO STILES. ( SEE DETAIL C) STOP MOULDING NAILED EVERY 9- 6-0 TYPE NAIL MIN. I SECTION 8-B TOGA COMMERCIAL GALV STEEL TRACK BRACKETS SEE ABOVE FOR SPACING. FASTEN TO WOOD JAMBS WITH 5/16" X 1 -1/2 - LAG SCREWS PREPARATION OF JAMBS BY OTHERS. P.S.F. TABU' DOOR SIZE I DESIGN PRESSURE I TEST PRESSURE W10TH NEICM I POSTIIVE NEGATIVE POSITIVE NECAIIVE 16'-0" 7'-0"+18.7 20.8 +28-11-31.2 3. 18GA WIDE 16'-0" 8'-0" +187 20.8 +28 T 31.2 16 GALE GALV. STEEL 5 STRUTS TOP BRACKET WITH 14 3' 20W WIDE 16 % DACE ROVER HOLDER 3. 18GA WIDE 16 X SEE DETAIL 0. SEE DETAIL A) 25 GAGE ALL MODELS EXCEPT STRUT JUST BELOW WINDLOAD RESIDENTIAL PAN DOOR 12/15/11 TOP BRACKET, TOLERANCE W1 8 2• ROLLER WITH 7/16" DIA. STEM. TIRE: SI EL I6 X 7 BALL SHORT STEM 16 X 8) 10 BALL LONG STEM OPTIONAL LOCK —/ SECSTRUTON OVER EHRWPART OFGE LEAF. (SEE DETAIL B) GALV. STEEL (14 GAGE) COMMERCIAL ENO MINCE ATTACHED WITH 5 FASTENERS. GALVANIZEDSTEEL STRUT ATTACHED WITH 1/4" X 3/4" LONG HEX HEAD SELF DRILLING SCREW 2 PER VERTICk STILE) 1/2' POLYSTYRENE INSULATION STRUT ON UPPER PART OF STANDARD FOR SECTION OVER HIND MODEL 735 LEAF. (SEE DETAIL 8. 1 J ENGAGE 80IC10 TNTOR OR A l0 EEK 1-3/8' POLYSTYRENE 21" OR 24' HIGH INSULATION OPTIONAL PANELGALV. AND FOR MOD. 724. 730. 750, 755. 426. PREPAINTED STEEL 1 25 GAGE ALL MODELS EXCEPT STRUT ON BOTTOM BRACKET 24 CAGE MODEL 750. 755 13 CAGE GALV. STEEL BOTTOM BRACKET ATTACHED WITH 2 LAG SCREW 5/16' X 1-1/2" FASTENERS. BOTTOM CAN OVE SECTION A—A ORREW BELOW ROLLER. 2020 GAGE GALV. STEEL CENTER STILE TOG -L -LOC OR POP RIVETED TO PANEL 18 GAGE GALV. STEEL CENTER HINGE RESIDENTIAL FASTENED WITH (4) 1/4• X 3/4' HEX HEAD $MEET METAL SCREWS. NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 1/4'-20 X 5/8' HEX BOLTS M NUTS OR 1/4" X 3/4' LANG HEX HEAD SHEET METAL SCREWS. DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES IA -YL xwe-r-i[w LISTED IN THE TABLE ABOVE VIA TESTING TO ANSI/OASMA 108-05. FL -PE -51737 972 492-9500 DETERMINATION OF SUITABILITY FOR SPECIFIC SITES IS THE RESPONSIBILITY OF OTHERS, P.otesslanel En9inear'a swl provieeo oNy far v4riTK4lion indlood eenatreetlen details No. 51737 STATE OF OPTIONAL SS8 GLASS LIGHTS B 7' OR 8' 16'(000BLE CAR) 4" X 16' AIR VENTS OPTIONALREO'0. (120 S0. LONG PANELINCHMIN. TOTAL OPEN EM8055E5AREA). OPTIONAL. /CENTERCENTER HINGSSTILE(3 COLUMNS) H USE ONE EXTRA SELF DRILLING SCREW THROUGH TOP LEAF OF HINGE, END STRE t RAIL. TYPICAL FOR EACH 1.25"-- 1 1 2.75" —1 DETAIL A 3" 20GA WIOE STRUT (16 X 7) 3' 18GA WIDE STRUT (16 X 8 20 GAGE ENO STILES 20 GALE END CAP 4 04 O. DETAIL C IH,I NOTE DOOR MUST BE INSTALLED l ENGAGE 80IC10 TNTOR OR A l0 EEK 116' S/ MWUSTL DETAIL B TRACKS ON DOOR$ WITH EXTENSION SPRINGS). PART NAME: NOTE GLAZING DOES NOT SATISFY IMPACT 1 DEBRIS REOUDTEMENTS IN FBC P.O. BOX 8915p -&WINDSOR DOOR 72is 891s A 501) 562-1872 724, 426, 730, 735, 750, 755 PART NAME: WINDLOAD RESIDENTIAL PAN DOOR 12/15/11 RLB TOLERANCE W1 8 2866 3/ 08 RL8 FDREAC. .015 NEXT LEVEL 07 O. 2848 11/1/07 RLB 110; 99W B E.C.N. DATE: APPROV. SCALE NONEBNH PLOT SCALE DR1BY SHT 2 OF 3 13 GAGE STEEL TRACK SPLICE OR FLAG BRACKET, FASTEN TO WOOD JAMB WITH 5/16' x 1-1/2' LAG SCREWS 2" GALV. STEEL VERTICAL TRACK IGGA BOLTED TO TRACK BRACKETS WITH 1/4--20 X 5/8" TRACK BOLTS OPENING HEIGHT NOT OVER OR HEIGHT) kN" tz'o X3/4' X 1-1/Z ( 3) 1/4' CARRIAGE BOLTS X 13 GAGE MIN W10TN HEIGHT POSITIVE AECATAE POSITNE NEGATnC 18'-0" GALV. STEEL 20.8 +28.1 31.2 HORIZONTAL ANGLE. 8'-0" +18.7 20 8 +28.1 31.2 STRUT It 1/1' X 3/A' 12/15/11 RLB LONG HEx HEAD SHEET KETAL EXTRA SCREWS I//4' X 3/4• E.C.N. DATE: APPROV. N(X HfAp $Elf 2' GALV. STEEL HORIZONTAL DRILLING SCREW TRACK 16 WE OR 13 GAGE DETAIL DBASEDONTHEWEIGHTOF 750, 755, 426 THE DOOR. 1.25'I 25 GAGE ALL STRUT IN MIDDLE OF MODELS EXCEPT BOTTOM SECTION. 24 GAGE MODEL 63' (IB X 7) GAGE GALV. STEEL BOTTON BRACKET ATTACHED WITH 3 74" 18 x 8 FASTENERS. BOTTOM 2 T SEE OCTAIL 'C OR BELOW ROLLER. I SECTION A -A 1 TOG -L -LOC OR POP RIVETED TO PANEL 2 FASTENED WITH (4) 1/4' X 3/4' DETAIL ALA 42' (18 x 7) 3' 18GA WIDE STRUT 50'(18X8) 21 (18 x 7) 24(18x8) DETAIL E ""----— 4 BRACKETS EACH SIDE 20 GAGE ENO STILES - FASTENED WITH TOG-L-LOCS TO PANEL. USE END CAP OVER END STILES. (SEE DETAIL C) STOP MOULDING MAILED EVERY 9' 6-0 TYPE NAIL MW. SECTION 8-13 \ 13 GAGE GALV. STEEL WINDLOAD TRACK BRACKETS. SEE FOR SPACING.FASTEN TO WOOD IAMBS WITH 5/16' X 1 LAO SCREWS a WASHERS PREPARATION OF JAMBS BY C SEE DETAIL 'E' P.S.F. TABLE DOOR SIZE I DESIGN PRESSURE I TEST PRESSURE W10TN HEIGHT POSITIVE AECATAE POSITNE NEGATnC 18'-0" 7'-0" +18.7 20.8 +28.1 31.2 18'-0" 8'-0" +18.7 20 8 +28.1 31.2 13 GAGE CALV. STEEL TOP BRACKET WITH 10 GAGE ROLLER HOLDER. NOTE THAT ROLLER HOLDER CURL IS TURNED DOWN. SEE OCTAIL O. STRUT JUST BELOW TOP BRACKET. 2" HURRICANE ROLLER WITH 7/16• DIA. LONG STEM, TIRE: STEEL 10 BALL OPTIONAL LOCK STRUT ON UPPER PART OF SECTION OVER HINGE LEAF. (SEE DETAIL B) GALV. STEEL (14 GAGE) COMMERCIAL END HINGE ATTACHED WITH 6 FASTENERS. SEE DETAIL R 4• x 18' AIR VENTS OF (4 REO'0. 120 SO. INCH MIN. TO AL OPEN AREA). OPTIONAL — 8 1/2' POLYSTYRENE wmumon DOOR INSULATION STANDARD FORSTRUT ON WR PART MODEL 735. SECTION AS HINGE GALVANIZED STEEL STRUT 2' WITH 1/4- XATTACHED/ 4' 12/15/11 RLB LONG HEx HEAD 2866 3/10/08 RLS DRILLING SCREW DWG. NO. 99-B-079 SHT 3 Of 3 2 P2PER VERTICAL STILE) E.C.N. DATE: APPROV. 1-3/8' POLYSTYRENE 21' OR 24' WSULA.TION OPTIONAL HIGH PANEL FOR M00 724, 730, GALV ANO 750, 755, 426 PREPAINTED STEEL 25 GAGE ALL STRUT IN MIDDLE OF MODELS EXCEPT BOTTOM SECTION. 24 GAGE MODEL 750. 755.13 GAGE GALV. STEEL BOTTON BRACKET ATTACHED WITH 3 FASTENERS. BOTTOM 2 SCREW CAN BE ABOVE OR BELOW ROLLER. I SECTION A -A 20 GAGE GALV. STEEL CENTER STILE TOG -L -LOC OR POP RIVETED TO PANEL IS CAGE GALV. STEEL CENTER MINCE RESIDENTIAL FASTENED WITH (4) 1/4' X 3/4' HEX HEAD SHCET METAL SCREWS. NOTE- ALL NON -DESCRIPTIVE FASTENERS S14OWN TO BE 1/4. 20 X 5/8" NEX BOLTS D NUTS OR 1/4 x 3/4" LONG HEX MEAD SHEET METAL SCREWS. DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATEO TO WITHSTAND THE PRESSURESTX-" t x+3oa-1-2203 LISTED IN THE TABLE ABOVE VIA TESTING TO ANSI/DASMA 109-05. L -PE -51737 972 492-9500 DETERMINATION Of SUITABILITY FOR SPECIFIC SITES IS THE RESPONSIBILITY OF OTHERS Pro1666bnul &gInw*g 6461 Prov 444 oNy Tor v6ro7co400 rin41oo0 cont uctlon 46tu06. qq E. BCS zz IN lob % C N Li No. 51737 0.. STATE OFol 0/s8 111111/ I OF LSA 18'(000BLE OPTIONAL SSB CLASS LIGHTS USE TWO EXTRA SELF DRILLING SCREWS THROUGH MINCE LEA;. END STILE & RAIL AS SHOWN. TYPICAL EACH END HINGE. L—,l DETAIL B L.H. NOTE: GLAZING DOES NOT SATISFY IMPACT DEBRIS REQUIREMENTS IN FOC CONSTRUCTION STRUTS 7' OR 6' B LONG PANEL EMBOSSES CENTER STILES (7 COLUMNS) CENTER HINGES (3 COLUMNS) 20 GAGE ENO STILES 16 GAGE END CAP s Ol 0. DETAIL C NOTE: DOOR MUST BE INSTALLED WITH EITHER AN ELECTRIC OPERATOR OR A LOCK NUST ENGAGE BOTH TRACKS ON OORS WITH EXTENSION SPRINGS). 8' X 7' 8' X 8' wmumon DOOR P.O. 80X'S15 722 9 8915 AR 501) 562-1872 MODELS: 724, 426. 730. 735, 750. 755 PART NAME: WINDLOAD RESIDENTIAL W1 8 PAN DOOR 12/15/11 RLB TOLERANCE FRAc•tl/6a DEC. _ .aTs ANG- t I' 2866 3/10/08 RLS NEXT LEVEL DATE: 0715N. PLOT SCALE GRN. BY 8H DWG. NO. 99-B-079 SHT 3 Of 3 2848 11/1/07 RLB E.C.N. DATE: APPROV. SCALE NONE Florida Building Code Online Page] of 3 Business & Professional Regulation tr r SCIS Home I Log In I User Registration ; Mot Topics I Submit Surcharge Slats & Facts Publications I FBC Stall SCIS Site Map Links I Search I a Product Approvaldbpr9USER: Public User Product Approval Menu > Product or Application Search > Application Lost > Application Detail WAR FL # FL18644-R2 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved u Ml Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Brent Sltlinger bsitlinger@miwd.com Windows Fixed Certification Mark or Listing American Architectural Manufacturers Association Steven M. Unch, PE Rj Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S. 2/A440 AAMA/WDMA/CSA 101/I.S. 2/A440 Method 1 Option A 12/31/2017 12/31/2017 01/04/2018 Year 2005 2008 https://www.11oridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqulGtg5bCXRs... 3/20/2018 Florida BLlilding Code Online Summary of Products Page 2 of 3 FL # Model, Number or Name Description 18644.1 3500 PW 81x63 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL18644 R2 C CAC MI Windows - 3500 PW B9102 Approved for use outside HVHZ: Yes 81x63.odf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 04/30/2021 Other: FW-LC50 Installation Instructions Verified By: Luis R. Lomas, PE PE -62514 FLIB644 R2 H 08-02818.0f Created by Independent Third Party: Yes Verified By: Luis R. Lomas PE -62514 Evaluation Reports Created by Independent Third Party: Yes FL18644 R2 AE 513666 F1910 2858.Ddf Evaluation Reports Created by Independent Third Party: Yes FL18644 R2 AE 513610.Ddf Created by Independent Third Party: Yes Created by Independent Third Party: Yes 18644.2 3500 PW 81x63 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL18644 R2 C CAC APC D3210.01-109-47-RO 3500 FXD 111822).0ApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-35 11/18/2022 Other: LC-PG35 Installation Instructions FL18644 R2 11 08-02818.Ddf Verified By: Luis R. Lomas PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL18644 R2 AE 513610.Ddf Created by Independent Third Party: Yes 18644.3 3500 PW 60x96 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL18644 R2 C CAC APC - F1910.01.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/08/2020 Design Pressure: +50/-50 Installation Instructions Other: LC-PG50 FL18644 R2 11 08-02858.0f Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL18644 R2 AE 513666 F1910 2858.Ddf Created by Independent Third Party: Yes 18644.4 j 3500 PW 96x60 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL18644 R2 C CAC MI Windows - 3500 PW 59102 Approved for use outside HVHZ: Yes 96x60.Ddf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-60 04/30/2021 Other: LC-PG50 Negative DP= -60 Installation Instructions FL18644 R2 11 08-02859.Ddf Verified By: Luis R Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL18644 R2 AE 513667.pdf 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 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 mad to this entity Instead, contact the office by phone or by traditional mad. U 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 it they have one. The emads provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish t0 supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455. F.S , please click here . Product Approval Accepts: inn C Li® https://www.l oridabuiIding.org/pr/pr_app_dt1.aspx?param=wGEVXQwtDquIGtg5bCXRs... 3/20/2018 NOTES: 1 THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2 WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD 3. IX 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 W ACCORDANCE WITH MANUFACIURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. FOR FIN INSTALLATION SHIM AS NEEDED FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-. 9. SHIMS SHALL BE LOCATED. APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WINO LOAD DURATION FACTOR Cd=i.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. I1. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04. 13 APPROVED IMPACT PROTECTIVE SYST_1.1 IS REO IRc2 FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS 14 FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE !f8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. I TABLE OF CONTENTS REV1410N5 REV OESCR,pmf4 1 ai APPROVED 15 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, 16. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE j8 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 17, ALL FASTENERS TO BE CORROSION RESISTANT. 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW' A WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). 0 METAL STRUCTURE: STEEL 160A (.060" THICK), 33KSI OR ALUMINUM 6063-T5 .058" THICK MINIMUM 19. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2. GEOMETRIC SHAPES ARE NOT LIMITED TO SHAPES SHOWN HEREIN. 20, THIS PRODUCT IS ALSO LABELED UNDER THE FOLLOWING NAMES 350OPW, 350OPWCHS. 350OPWMULL. 3500SP, 354OPW, 354OPWMULL. 354OPWCHS, 354OSP, 358OPW, 358OPWMULL. 3580SP, S-350OPW, S-350OPWMULL. S-350OPWCHS, S-3500SP. S-354OPW. S-3540SP, S-354OPWCHS, 1255PW. 1255PWCHS. 1255PWMULL. 1280PW. 910SP, 3500HPPW. 3500HPPWMULL AND 3500HPSP. SHEET NO I DESCRIPTION IINOTES 2 ELEVATIONS 3 - 7 INSTALLATION DETAILS SIGNED: 02/11/2016 M650WINDOWS DOORS I`ro i/iEST MARKED T STREET J\` C4 R 9,p' GRATZ. PA 17030-0370 pENY' 1 o A6 61SERIES3500PICTUREWINDOW 60" X 96" NON -IMPACT NOTES oO++,• yy``TAT OF • ` 4 OR1a*" \tel\\ 7s/S111NA ORAWN' OLVC NO. NCV 08-02858sNca 11E G` SME NTS arc 02/02/ 16 0E6 h FF HE SERIES 3500 PICTURE WINDOW EXTERIOR VIEW FINLESS d FLANGE INSTALLATION DESIGN PRESSURE RATING I IMPACT RATING 50.0PSF NONE NOSES 1 MAXIMUM O L O: 56" X 92" 2. (2) 114" X 1/2" WEEPSLOI AT 2 1/2" FROM ENO GLAZING CHANNEL 3. (2) 1" X 1/8" WEEPSLCT AT 2 1/2'' FROM EDGE OF SILL FACE x W SEE CHART }I FOR NUMBERS OF ANCHORS REVISIONS 1 REV 1 OESCRIONON 1 OArE 1 ARVROt'EO CHART # 1 50" MAX. FRAME Y;IDTH 6" MAX - I 24" MAX. 0 C. F-- -- I 1 6" MAX, 6" M Frame 24 MA O.0 J Frame width (in) 6" AX. AMC Height in) 36.00 42.00 48.00 54.00 60.00 1 66.00 72.00 78.00 84.00 90.00 96.00 Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb Head JJ&mb HeadJamb Head Jamb Head Jamb Head Jamb 21.00 3 j 4 2 4 2 2 30.00 I 2 3 SERIES 3500 PICTURE WINDOW EXTERIOR VIEW FINLESS d FLANGE INSTALLATION DESIGN PRESSURE RATING I IMPACT RATING 50.0PSF NONE NOSES 1 MAXIMUM O L O: 56" X 92" 2. (2) 114" X 1/2" WEEPSLOI AT 2 1/2" FROM ENO GLAZING CHANNEL 3. (2) 1" X 1/8" WEEPSLCT AT 2 1/2'' FROM EDGE OF SILL FACE x W SEE CHART }I FOR NUMBERS OF ANCHORS REVISIONS 1 REV 1 OESCRIONON 1 OArE 1 ARVROt'EO CHART # 1 MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 3500 PICTURE WINDOW 60" X 96" NON—IMPACT ELEVATIONS ORAwh OWG NC N.G. 08-02858 scut NTS " 02/02/16 S"72 OF 6 SIGNED: 02/11/2016 51111 C 6IVy\ C1Air0610 p , TATE OF Z4 Number of anchor locations required Frame Frame width (in) Height in) 36.00 42.00 48.00 54.00 60.00 1 66.00 72.00 78.00 84.00 90.00 96.00 Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb Head JJ&mb HeadJamb Head Jamb Head Jamb Head Jamb 21.00 3 3 2 4 2 4 2 2 30.00 2 2 3 2 3 2 3 2 3 2 4 2 4 2 4 2 4 2 5 2 5 2 36.00 2 2 3 2 3 2 3 3 2 4 2 4 2 4 2 4 2 5 2 5 2 4200 2 3 3 3 3 3 3 3 3 3 4 3 4 3 4 4 3 5 3 5 3 48.00 3 3 3 3 3 3 3 3 3 4 • 3 4 4 3 4 3 5 3 5 3 54.00 3 3 3 3 3 3 4 5 3 5 3 60.00 2 3 3 3 3 3 3 3 3 4 3 4 3 4 3 5 3 5 3 5 3 66.00 2 4 3 4 3 4 3 4 3 4 4 4 4 4 4 4 5 4 7 000 2 4 3 4 3 4 3 4 3 4 4 4 4 4 4 4 78.00 2 4 3 4 3 4 3 a 3 4 4 4 a a 84.00 2 4 3 4 3 4 3 4 3 5 4 5 90.00 2 5 3 5 5 MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 3500 PICTURE WINDOW 60" X 96" NON—IMPACT ELEVATIONS ORAwh OWG NC N.G. 08-02858 scut NTS " 02/02/16 S"72 OF 6 SIGNED: 02/11/2016 51111 C 6IVy\ C1Air0610 p , TATE OF Z4 WOOD FRAMING OR 2X DUCK BY OTHERS BACKER ROD 4 APaROVEO SEALANT 7/i6" MIN EDGE DISTANCE 11/a MIN METAL EMBEDMENT,— STRUCTURE 9Y OTHERS ADPROVEO SEALANT SEALANT 1/4" MAX JAMB INSTALLATION DETAIL SHIMSHIM SPACE 5/8" MIN EDGE DISTANCE i/4" MAX SHIM SPACE 1l BACKER Roo EXTERIOR 8 WOOD SEALANT SCREW JAMB INSTALLATION DETAIL EXTERIOR EXTERIOR MI WINDOWS AND DOORS INTERIOR 650 WEST MARKET STREET SILL TO BE SET GRATZ. PA 17030-0370 IN A BED OF SERIES 3500 PICTURE WINDOW APPROVED SEALANT BACKER RODo 60" X 96" NON -IMPACT BACKER ROD 3 APPROVED a v- 1/4" MAX. APPROVED SEiLANT C7E E' SHIM SPACE c SEALANT I r METAL WOOD FRAMING 08-02858s STRUCTURE—,, OR 2X BUCK BY OTHERS BY OTHERS sc.c wt< NTS 02/02/16 3 OF 6 VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 118 SMS OR SELF DRILLING SCREWS INTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1 1/4" MIN EMBEDMENT 7/16" EDGE DISTANCE 8 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS SILL TO BE SET IN A BED OF APPROVED SEALANT 1/4- MAX. j SHIM SPACE RCOSIONe ocscmPnoN o.re I APPRoaw I/4" MAX. SHIM SPACE INTERIOR EXTERIOR BACKER R00 k APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1/4" MAX. SHIM SPACE1C 5/8" MIN o INTERIOR EDGE DISTANCE 8 SMS OR SELF DRILLING fll—Y7 SCREWS UOI_IU METAL STRUCTURE BY OTHERS BACKER Roo EXTERIOR k APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0211112016 MI WINDOWS AND DOORS 650 WEST MARKET STREET o11111III/ii,, S L0 11_fGRATZ. PA 17030-0370 GENS; 1+ SERIES 3500 PICTURE WINDOW 0 6 # = NOTES, 60" X 96" NON -IMPACT1. INTERIORAND EXTERIOR FINISHES.BYOTHERS. NOT SHOWN FOR CLARITY FINLESS INSTALLATION DETAILS T( SOFAT 2.PERIMETER AND JOINT SEALANT BY OTHERS TOBE 014MN. OsvCRO REV 0C0RIa* \ DESIGNED IN ACCORDANCE WITH ASTM E2112/FTS' 08-02858s V \ i7jr OMA11E\\\ sc.c wt< NTS 02/02/16 3 OF 6 REVISIONS OESCROMON WE I APPRO%TD VERTICAL CROSS SECTION CONCRETEAWSONRY INSTALLATION MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 3500 PICTURE WINDOW 60" X 96" NON -IMPACT FINLESS INSTALLATION DETAILS ORAN' 04If. NO N.G. 08-02858 w E NTS I aE 02/02/16 1 S"EE'4 OF 6 SIGNED: 02/11/2016 J S 1a ! IC O/G iF+E NO' .' 'p TAE OF • NA 2 1/2" L41N CDGE DISIANCE CONCRETE/MASONRY 71—;—, CONCRETE/MASONRY 1/4" MIN BY OTHERS BY OTHERS N1 EMBEDMENT 1 1/4" MIN, 4" MAX.• M1AX. OPTIONAL IX BUCK EMBEDMENT OPTIONAL IX BUCK SEE NOTES 3 - 7 SHIM SEE NOTES 3 - 7 SHEET 1 SHEET i 3/16" TAPCON INTERIOR BACKER ROD do APPROVED I /°" MAX. SEALANT o SHIM SPACE O 3/16- TAPCON 2 1/2" 0 0 EXTERIOR INTERIOR MIN. 0 EDGE v DISTANCE 1 SILL TO BE SETIBACKERROD IN A BED OF APPROVED SEALANT BACKER ROD EXTERIOR d APPROVED APPROVED SEALANT SEALANT IMAX OPTIONAL 1X BUCK SEE NOTE 3 - 7 SHIMM SPACE JAMB INSTALLATION DETAIL SHEET i X00, CONCRET&MASONRYINSTALLATION CONCRETE/MASONRY BY OTHERS O ' 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 VERTICAL CROSS SECTION CONCRETEAWSONRY INSTALLATION MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 3500 PICTURE WINDOW 60" X 96" NON -IMPACT FINLESS INSTALLATION DETAILS ORAN' 04If. NO N.G. 08-02858 w E NTS I aE 02/02/16 1 S"EE'4 OF 6 SIGNED: 02/11/2016 J S 1a ! IC O/G iF+E NO' .' 'p TAE OF • NA WOOD FRAMING OR 2X DUCK BY OTHERS BACKER ROD APMROVED SEALANT EXTERIOR BACKER ROD ANOROVEO SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 7/16' MIN EDGE DISTANCE 1 1/4" MIN EMBEDMENT METAL STRUCTURE BY OTHERS APPROVED SEALANT 5/8" MIN EDGE DISTANCE 4" MAX. SHIM SPACE 8 WOOD SCREW EXTERIOR INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 1/4" MAX BACKER ROD iHIM SPACc & APPROVED SEALANT METAL STRUCTURE BY OTHERS VERTICAL CROSS SECTION WOOD FRAMING OR 2X 8UCK 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 RENSWNS REV OESCR.PRON I — PPROtEO 1 1/4" MIN EMBEDMENT 7/16' MIN EDGE DISTANCE 8 SMS OR # 8 WOOD SCREW SELF DRILLING SCREWS WOOD FRAMING INTERIOR OR 2X BUCK BY OTHERS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SILL TO BE SET IN A BED OF APPROVED SEALANT 1/4" MAX 1/4" MAX SHIM SPACE INTERIOR EXTERIOR BACKER R00 APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1/4" MAX. SHIM SPACE SHIM SPACE 1 5/8' MIN, INTERIOR EDGE DISTANCE o JS SMS OR SELF DRILLING OSCREWS METAL O STRUCTURE BY OTHERS BACKER ROD EXTERIOR APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0211112016 MI WINDOWS AND DOORS 650 T MARKET T J\TREETS GENS,p GRATZ,SPA 17030-0370 v F' N0 6SERIES3500PICTUREWINDOW 60" X 96" NON—IMPACT FLANGE INSTALLATION DETAILS ADO•• $TAT OF C ORMt, ORIAN O.YG NO REV N.G. 08 2858 11 1G\\\ wtE s0NTS02/02/16 5 OF 6 REr1SIONS OESCRIPRON DATE MPRM-ED 2 i/2•• MIN EDGE DISTANCE CONCRETE/MASONRY F" " CONCRETE/MASONRY 1 1/4" MIN. BY OTHERS ° BY OTHERS EMBEDMENT OPTIONAL Ix BUCK e' 1 1/4 MIN. EMBEDMENT OPTIONAL I X BUCK SEE NOTES 3 - 7 • 1/4" MAX. SHIM SPACE SEE NOTES 3 - 7 SHEET I SHEET i II 3/16•' TAPCON BACKER ROD INTERIOR b APPROVED SEALANT o t/a" MAX SHIM SPACE1 f I o 3/16" TAPCON 2 1/2" O EXTERIOR INTERIOR MIN. EDGE DISTANCE ` SILL TO BE SET 1 BACKER ROD IN A BED OF APPROVED SEALANT BACKER ROD EXTERIOR APPROVED APPROVED SEALANT o SEALANT 1/4" MAX OPTIONAL IX BUCK SEE NOTE 3 - 7 SHIM SPACE JAMB INSTALLATION DETAIL O11 SHEET i CONCRET&MASONRYINSTALLATION TI CONCRETE/MASONRY r' BY OTHERS u NOTES: 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS. a NOT SHOWN FOR CLARITY. J • 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE 4_ DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED. 02/11/2016 CROSS M6so IWOOWESTMARKETS O DOORS SIR 11111// CONCREVERTI E/MASONRYINSTA LAITION TREET GRATZ, PA 17030-0370 GENS 9S SERIES 3500 PICTURE WINDOW 0 6 = 60" X 96" NON -IMPACT 4FLANGEINSTALLATIONDETAILSSTATE arcNO. O ORIO. rN. 08 58 - SS/DNA NTS S02 o•IE 02/02/16 6 OF 6 11 G\ Florida Building Code Online Page 1 of 5 Business & Professional Regulation man SCIS Home I Log In I Use, Registration j Hol Topics I Submit Surcharge I Slats 6 Facts Publications I FOC Staff I SCIS site Map I Links I search I rl l llltl r 1 S+ Product Approval yw ea I USER: Public User i qc m Product Approval Menu > Product or Application Search > Application List > Application Detall M Iii FL # FL17676-R6 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved C Ml Windows and Doors 650 West Market Street Gratz, PA 17030 717)365-3300 Ext 2560 bsitlinger@miwd.com Brent Sltlinger bsitlinger@miwd.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE R Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 08/23/2017 08/30/2017 09/09/2017 Year 2008 haps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwlDgvFGY%sjrZFR... 3/20/2018 Florida Building Code Online Summary of Products Page 2 of 5 FL # Model, Number or Name Description 17676.1 3540 SH 36x74 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC(11355)C7327.01-109-47 - l.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2022 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35. Units must be glazed in accordance with FL17676 R6 11 Install - 3540 SH 36 x74 Fin.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.2 3540 SH 36x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 Fin 36x84.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-50 Installation Instructions Other: LC-PG40. Units must be glazed in accordance with FL17676 R6 11 Install - 3540 SH Fin 36x84.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.3 3540 SH 40x66 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC A3485.0I.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/26/2019 Design Pressure: +35/-45 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R6 11 Install - 3540 SH Fin 40x66.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.4 3540 SH 44x63 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 Fin 44x63.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +40/-47 Installation Instructions Other: R-PG40. Units must be glazed in accordance with FL17676 R6 11 Install - 3540 SH Fin 44x63.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.5 3540 SH 44x72 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 Fin 44x72.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/01/2022 Design Pressure: +35/-47 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R6 11 Install - 3540 SH Fin 44x72.pdf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.6 3540 SH 44x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC(10816)C7324.01-109-47 - 6.odf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 04/12/2022 Design Pressure: +30/-30 Installation Instructions Other: LC-PG30. Units must be glazed in accordance with FL17676 R6 11 Install - 3540 SH Fin 44x84.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: https://www. f oridabui lding.org/pr/pr_app_dtl.aspx?param=wGEVXQwlDgvl=GYZsjrZFR... 3/20/2018 Florida Building Code Online Evaluation Reports Created by Independent Third Party: Page 3 of 5 117676.7 13540 SH 152x84 Fin Frame I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25/-25 Other: R-PG25. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R6 C CAC APC 3540 Fin 52x84.pdf Quality Assurance Contract Expiration Date 05/26/2020 Installation Instructions FL17676 R6 II FL17676 R1 II Install - 3540 SH Fin 52x84.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676.8 13540 SH 136x74 Finless Frame I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-50 Other: LC-PG35 Certification Agency Certificate FL17676 R6 C CAC APC 3540 FLS 36x74.pdf Quality Assurance Contract Expiration Date 08/28/2022 Installation Instructions FL17676 R6 11 08-01252B 7.pdf Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 511854B 1252.pdf Created by Independent Third Party: Yes 17676.9 13540 SH 36x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 FLS 36x84.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-50 Installation Instructions Other:LC-PG40 FL17676 R6 II 08-01372 511989.pdf Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 511989 3540 FLS 36x84.pdf Created by Independent Third Party: Yes 17676.10 3540 SH 44x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 FLS 44x72.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2022 Design Pressure: +35/-47 Installation Instructions Other:LC-PG35 FL17676 R6 II 08.01247B 10.odF Verified By: Luis R. Lomas, PE PE -62514 Design Pressure: +30/-30 Created by Independent Third Party: Yes Installation Instructions Evaluation Reports FL17676 R6 AE 511849B 1247.pdf Created by Independent Third Party: Yes 17676.11 3540 SH 48x96 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 FLS 48x96.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2022 Design Pressure: +30/-30 Installation Instructions Other: LC-PG30 FL17676 R6 11 08-013718 11.0f Verified By: Luis R Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 511988B 1371.0 Created by Independent Third Party: Yes 17676.12 3540 SH 52x62 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 FLS 52x62.0_f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/27/2022 Design Pressure: +35/-35 Installation Instructions Other: R-PG35 FL17676 R6 11 08-02269A 12.p Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports littps://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvl=GYZsjr7FR... 3/20/2018 Florida Building Code Online IFL17676 R6 AE 513015A 2269.0f Created by Independent Third Party: Yes Page 4 of 5 17676.13 3540 SH 52x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC(10818)C7325.01-109-47 - 13.odf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 04/12/2022 Design Pressure: +30/-30 Installation Instructions Other: R-PG30 FL17676 R6 11 08-02270A 13.odf FL17676 R6 II 08-01514 512141.0f Verified By: Luis R Lomas, PE PE -62514 Verified By: Luis R Lomas, PE PE -62514 Created by Independent Third Party: Yes Created by Independent Third Party: Yes Evaluation Reports Evaluation Reports FL17676 R6 AE 512141 3540 FIs 52x84.odf FL17676 R6 AE 513016A 2270.odf Created by Independent Third Party: Yes Created by Independent Third Party: Yes 17676.14 3540 SH 52x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 FLS 52x84.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +25/-25 Installation Instructions Other: R-PG25 FL17676 R6 II 08-01514 512141.0f Tested).odf Verified By: Luis R Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 512141 3540 FIs 52x84.odf Created by Independent Third Party: Yes 17676.15 3540 SH 48x72 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC A2726.0l.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/20/2019 Design Pressure: +35/-35 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R6 Il Install Instructs - 3540 SH FIN 48x72 (As Tested).odfASTME1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.16 3540 Triple SH 108x74 Fin Frame Triple CHS Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC(108171C7327.01-109-47 - 16.odf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 04/12/2022 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35. Units must be glazed in accordance with FL17676 R6 II Install - 3540 SH CHS Fin 108x74.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.17 3540 Twin Single Hung 73x71 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC F1902.01-109-47-RO 3540 Approved for use outside HVHZ: Yes SH. pd Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-40 11/03/2020 Other: R-PG35 Installation Instructions FL17676 R6 11 08-02997 -Anchor Clio.odf Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 513853.0f Created by Independent Third Party: Yes Back Neal Contact Us : • 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850.487-1829 The state of Florida is an AA(EEO employer copyright 2007.2013 Stale of Florida. : Privacy Statement .. Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records If you do not want your e-mail address released in response to a public -records request, do not send electronic mad to this entity. instead. contact the office by phone or by traditional mad 11 you have any questions, please contact 850.487.1395 *Pursuant to https:Hwww.f oridabuilding.org/pr/pr_app_dtl.aspx?parani=wGEVXQwtDgvFGYZsjrZFR... 3/20/2018 LLL..._ 36" MAX. I FRAME WIDTH 1 1 i 4" MAX. 1 ANCHORS TO BF F.41IALLY SPACED. SEF ANCHOR CHART SHFET i FOR UNIT 511.E AND ANCHOR QUANTITY O 84" MAX. FRAME" HEIGHT X I 4" MAX.l I SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 40.01-50.OPSF NONE Number o/ anchors required at each jamb Height In) Panel width On) 24.0 70.0 76.0 24.0 2 2 2 30.0 2 2 2 36.0 3 3 3 42.0 3 3 3 46.0 3 3 3 34.0 3 3 4 60.0 4 4 4 66.0 4 4 4 T2.o 4 4 5 e.o 4 4 s 84.0 4 s s TABLE OF CONTENTS SHEET NO.1 DESCRIPTION ELEVATIONS. ANCHORING LAYOUTS AND NOTES 2 — 3 1 INSTALLATION DETAILS REVISIORS OESCRWnON CAre I APRRMED NOTES: 1) THE PRODUCT SHOWN HEREIN IS 07 -SIGNED AND MANUFACTURED TO COMPLY 1VliN REQUIREMENTS OF THE FLORIDA BUILDING CODE 2) WOOD FRAMING AND MASONRY OPENING TO SE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOAGS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHIIECT OR ENGINEER OF RECORD. 3) 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. INHERE Ix RUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEDARATEO WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY CF THE ARCHITECT OR ENGINEER 0= RECORD 4) ALLOWABLE STRESS INCrREA_E OF 1/3 WAS NOi USED IN FHE DESIGN OF THE PRODUCT SHOWN HEREIN WIND LOAD DURATION FACTOR Cd=1 6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5) FRAME MATERIAL- EXTRUDED RIGID PVC. 6) SASH UNITS MUST BE REINFORCED WITH GVL-451-020 STEEL REINFORCEMENT. MEETING RAILS !RUST BE REINFORCED WITH R= -104S-0020 STEEL REINFORCEMENT. 7) UNITS MUST BE GLAZED PER ASTM E1300-04. 8) APPROVED IHPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS. 9) SKIM 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". 10) FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE W11H 2 5/8" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHO::N IN ELEVATIONS AND INSTALLATION DETAILS. t t) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE jS WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/16- MINIMUM EMBEDMENT INTO SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12) ALL FASTENERS 10 BE CORROSION RESISTANT. 13) II•ISTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALT. NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN TH_ MINIMUM STRENGTH SPECIFIED BELOW- A. ELOWA. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.47. B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GR4DE N. TYPE I (OR GREATER). SIGNED: 10/21/2011 MI WINDOWS AND DOORS 0111111111//x/ 650 WEST KET STREETGRATZ. PAA17030-0370 vJ\ S GENS'9dii 0 95 *= SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW STEEL REINFORCED - NON -IMPACT 36" X 84 ELEVATION, ANCHORING LAYOUT AND NOTES TATE OF ' i'F •:cCO 1%0*• \'\ ORAAN. pttrG MG REV 08-01372 7ss`ONA11G\` suaF a.1ENTS 10/17/11 1 OF 3 RDA510". I RCV I VESCRIVRO:: I CASE I **ROAD 1 2?. 3UCK/W000 FPAMING BY OTHERS, 2X BUCK TO UE =ROPERLY SECURCIi FLANGE TO BE -/ bM1__1 'oI I SET IN EEO OF 1/4' MAX. j 1 3/16' MIN. I _ 1/4" MAX. A133ROVED SEALANT 0 SHIM EL13EDMENT SHIM HEAD TO BE SET II IN A BED OF APPROVED 88 WOOD SCREW y CONSTRUCFION SELANT r l INTERIOR 2X ET CK/'N000 FRAK ING \ / L / - EXTERIOR lAn 3Y OTHERS, 2X BUC TO J` INTERIOR 8= PROPERLY SECURED F, NJ . SILL TO BE SET IN BED OF APPROVED CONSTRUCTION AOHESNE rual— TO BEU1/e' MAY ED Or -i1CSHIM APPP.OVEO SEALANT -- 2X BUCK/NCOD FRAMING —" BY OTHERS. 2X BUCK TO VERTICAL CROSS SECTION UC PROPCRLY SECURED 2X BUCK/W000 FRAMING INSTALLATION EXTERIOR FLANGE TO BE - SET IN BED Of APPROVED SCALAN i HORIZONTAL CROSS SECTION 2X BUCK49000 FRAMING INSTALLATION NOTE: INTERIOR AND EXIERIOR FINISHES. BY OTHERS. NOT SHO.1N FOR CLARITY. M650WINDOWS EtE1( 10 9/'. MARKETDOORS STREET GRANTZ, PA 17030-0370 J S G SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW fir•N 0 6 *= STEEL REINFORCED - NON -IMPACT 36" X 84 o;{(k` INSTALLATION DETAILS pO,• $TAT OF \ NL" REV VOR. 08 72 seat. o.:e s0 NTS 10/17/11 2 OF 3 MASONRY/CONCRETE BY OIHERS OPTIONAL IX BUCK BY OTHERS. IX BUCK TO BE PROPERLY SECURED. SEE NOTE 3 SHEET I LANGE TG EE SCTIN CEO OF APPROVED SEALANT EXTERIOR FLANGE TO BE SETA: BEG OF VCAPPROO SEALANT OPTIONAL 1X BUCK BY OTHERS. IX BUCK TO OE PROZ`ERLY SECURED. SEE NOTE 3 SHEET I 11 IL SHIM HEAD TO BE SET IN A BED OF APPROVED CONSTRUCTION SEALANT INTERIOR SILL TO BE SET IN BED OF APPROVED CONSTRUCTION ADHESIVE I /4" MAX. r SHIM r VERTICAL CROSS SECTION MASONRYXONCRETE INSTALLATION RE 9510N5 REY DESCRIPnCm DATE APPRD:•Ep I 1 1/4" MIN EMBEDMENT BY OTHERS N01 SHOWN FOR CLARrY. t/4" MAY.. SHIM t.IASONRYJCGiJCRETE 650 WESTREET 3/16" TAPCON GRANTZSTPAARKET 17030-0370 rJ\ S GENS SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW BY OTHERS OFO.-TAT4DETAILSINSTALLATIONOO• oRA:nr oac r+o. aEv c OR1a*• i/SS ONA1G\ V. L.08-01372 - INTERIOR w;cNTS 10/17/It 3 OF 3 1 1 r Oil OFEDGEDIST + v / OPTIONAL IX BUCK 81' EXTERIOR OTHERS. IX BUCK TO BE PROPERLY SECURED. SEE FLANGE TO BE NOTE 3 SHEET 1 SET IN BED OF APPRO`!CD SEALANT HORIZONTAL CROSS SECTION MASONRY/CONCRETE INSTALLATION MASONRY/CONCRETE NOTE- INTERIOR AND EXTERIOR FINISHES. BY OTHERS. BY OTHERS N01 SHOWN FOR CLARrY. MI WINDOWS AND DOORS 650 WESTREET oJilIIIII////, y9diii GRANTZSTPAARKET 17030-0370 rJ\ S GENS SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW STEEL REINFORCED - NON -IMPACT 36" X 84 OFO.-TAT4DETAILSINSTALLATIONOO• oRA:nr oac r+o. aEv c OR1a*• i/SS ONA1G\ V. L.08-01372 - w;cNTS 10/17/It 3 OF 3 ELEVATION toa• 12' O.0 2' typ f"- Max. r 2typ TT 2' o.c. Max. L w n HEAD DETAIL SHEATHING/OSB SIZE HEADER AS NEEDED n"ING BY OTHERS Caulk under ENTIRE perimeter of Nailing fin before fastening. Anchor See Section Details) Il MINIMUM 1/4 INCH PENETRATION INTO STUD fj'*4 CLEARANCE ALL FOUR SIDES) WHICH 1/2' I SIrTHING Min Edge Distance JAMB DETAIL Min Edge &' SILL DETAIL IM AS OUIRED DRYWALL JtOWN WITH 1/2' SHEATHING) MUST ACHIEVE 1 -1/4 - PENETRATION INTO STUD. . Notes: 1. Installation depicted torsed off of structural test report C7327.01-109-47. 2. Wood screws shall sotify the National Design Specification for Wood Construction for material type and dimensional requirements. 3. Wood buck installations are assumed 2x S -P -F (G=0.42) or denser. Buck width shall be greater than the window frame width. Tapered or partial width bucks are not allowed. Wood buck shall be secured to the structure to resist all design loads. 4. Wood screw lengths shall be sufficient to guarantee 1-1/4' penetration into wood buck. 5. Maximum shim thickness of 1/4' permitted at each fastener location. Shims shall be load bearing, non- compressible type. 6. These drawings depict the details necessary to meet structural load requirements. They do not address the air infiltration, water penetration, intrusion or thermal performance requirements of the installation. 7. Installation shown is that of the test window for the size shown and the design pressure claimed. For window sizes smaller than shown, locate fasteners approx. 2' from comers and no more than 12' on center. Design pressures of smaller window sizes are limited to that of the test window. SIZE AND DESIGN PRESSURE CHART FASTENER TYPE AND SPACING SHOWN WILL ALLOW DESIGN PRESSURES UP TO +35/-50 UNITS UP TO 108' x 74' SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) INSTALLATION INSTRUCTIONS do FASTENER SCHEDULE — FIN— auw m mm V.M.R. 8-20-09 aoo= °"a 3540 Single Hung NONE 1 W 1 Windows B Doors Gratz, PA Continuous Head and Sill 3510 SH CSH FIN - NorES. i. THE PRODU(.I SI -OWN HEREIN IS DESIGNED AND M;,NUE .wi FD re COMPLY WITH REDUIREMt_14TS OF TIIE rozic;• UUI'_nimc i.I?CE 2. WCOD FRAMINO AND WASONRY OPrN'NG Tu 8E uF.` hK NEO AND ANCHOPED TO rRODERL'( iR,:N$FER ALL LOADS TO ';TRI,!%IUF',E. Fr.AMd:G AND. Mi:SO:J?'! O ENiNG IS THE RC&nCN5191LITY Cr THE ARC1uTCCT OR _AI.JINEER OF RECORD. ix nl!CK OVERASONP,Yi:CNCR_'E i' OPTIONAL. 9HrRE SHIM (`.i GU::? THIO.04 IS IEA; THAN i—i;i' 'h'IN(?O,'+ IiNIT3 MUST BE ANCI IOc CC PIROI GII THE rRAM Z IN r CCCRO. ,'CF '.:ITH MAULIFACTUPCP S ?UEL ISHED 4.SiALIATIOri IN fRlt.ilOi::i. ANC!—ORS SHLLL BC Sr.CURrl,Y rASTC?IED DIRECTO: INTO VA30N?Y. CONCRETE CR C TACR STROCIGRAL SUBSTRATE MATERIAL. 1YHLRE :%'0000 Et!,^,K THICKNESS 1,. : - i /i" OR GREATER. BUCK ihALL BE SECURELY SIEN_O TO MASONRY. _Or!CR_IC OR DINER SN:UCTUPAL 5L'9SrPATE. t:U:L'C'.'! UNITS MAY H?RED 1111-ICUGVI TRAM' ii; :_CUREn WOOD BUICK IN -1:CCORCIANGE WIiH M%:IJUrACi U _?'S P'J9LISI IEC INST41 1,TIl,jIJ INSTRUCTIONS. ERE IX =DUCK Ij NOT LIFE0 DISSIMILAR `AATER1ALS RUST ::E SEP•"•RATEC WITH i1PPRO•rEO COATING OR MEMERA lE. SELECTION OF CC47ING CR MEMBRANE IS THE RES°ONSIBILITY OF THE ARCI'ITECT OR ENGINEER OF RECORD. 7. :FUCKS SHALL, EtTEN!" BEYOND tvR:uO'N INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROV101[0 SHIM AS PEOUIRFO AT Y;IrH LOAD BEARING SHr„t. SHIM WHERE SPACE OF 1/16” OR GREATER OCCURS. MAXIMUF; ALLO'NABLF SHUM STACK TO BE 1/4- 9. SHIMS SHALL BE. MADE FROM MATERWLS CAPABLE OF SUSTAINING AP -PLACABLE LOADS. LOCAIED AND APPLIED IN A THICKNESS CAPABLE OF SUSTAINING-PPLICALILE LOADS. i0 WIND LOA -L) DURATION FACTOR Cc=1.5 W-6 USED FOR IWOOD ANCHOR CALCULATIONS. i I. rRLME MATERIAL: EXTRUDED RIGID F'VC i2 L'NIIS MUST BE GU+ZED SER A5rM [1300-04. i3. APPROVED IMPACT PP.OrECTI:'E SYSTEM IS REO —(%E FOB THIS PRODUCr IN %vIND BORNE OCBRIS PEGIONS. i. rOR ANCHORING INTO WCOD FRAMING COR 2X BUCK USE 6 WOOD SCR_WS WITH 3UFFICI_NT LENGTH TO ACHIEVE A I i/e" MINIMUM EMSEOMENT I1410 SU9SIP.ATE. LOCAT[ ANCI10-, A$ jl'OWN IN ELEVATIONS AN'? INSTALLATION [DETAILS Rr,4 6NS u smPWIN I CAA: aMWhrn RME0 INSTALLAT10:1 DCT;JL I co/I r"'15 1 RL. 1.5. FOR ANCHORING 114TO NASONRY/CONCRETE USE 3/16" T,. -NON, WITH SUFFICIENT LCIJuT!- TO ACFIEVE A i 1,/4" MINIMUM EMIBELWENT INTO SURSTF.ATF WITH ; 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. FOR ANCHORING INTO KETAL STRUCTURE USE r"8 SMS OR SFLF D-OLING SCRE::S W9i SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUV EE`(OND STRUCTURE C:T=RIOP. tYALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLAIION DETAILS. I% ALL FASTENERS TO BE CORROSION RESISTANT. 19. INSTALLATION ANCHCPS SMALL BE INSTAL LEC IN ACCORDAN:;_ WITH !•NCII'LZ MANUFACTUREWS INSTALLATION INSTRUCTIONS AND ANCHORS SILALL NOT EE USED IN SUE TRATES WITH STRENGTHS LESS THAN THE MINIMUM STRE?ICTH SPCCiF1Ea OELOY; A. %YOOD — MINIMUM SPECIFIC GRANIFTY OF G=0 A2 c. CONCRETE - MINIMr:;M CCMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE 10 ASTM C-90 GR.AOE 14. TYI-F 1 kOR SPEArER1 0. METAL STRUCTURE. STEEL i6GA, 33K9 OR ALUMINUM' 6.36.3 -TS 1/8- THINK MI181aUM1 ABLE Or CONTENTS IIICITiNO. DESCRIPT10i4 1 1 NOTES 7 I FLEVATION 3 I INSTALLATION DETAILS SIGNED: 09/16/2015 MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 IIIIIIrrr1 7j7SR• lD fi i rJENS%•yi 11 Z*: SERIES 3240/3540 FINLESS PVC SH WINDOW STEEL REINFORCED - NON -IMPACT 52" X 72" N NOTES p • $TAT OF F• t:OR10; • • cw.Av: Ir.c Nc. Acv OB 0 A ss1 11/1110 G\\\ c LE atNTS 01/08/14 100E 5 52" MAX I I FR•'•;AE %ilDTll 1 VAX SEE ANCHOR CHERT IRIS SNE:T FOP 11NiT 512E ANO 11.I.1C4OR GUANTITY L 72' VAX. 614X FP.A C C. ME HEI;I,T I f VAX I SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING I IMPACT RATING 30PSF NONE REWSIOMS R_i 7ESUCPP^.Y I ;ASE .w`w?'E? A REUSED INSFALIAIION OETNLS 103/16/15 R.I. Number of anchors required at each Jamb Height on) 24.0 30.0 Panel width (n) 36.0 42.0 48,0 32.0 24.0 2 2 2 2 2 2 30.0 2 2 2 2 2 2 36.0 3 3 3 3 3 3 42.0 3 3 3 3 3 3 4a.0 3 3 3 3 3 3 54.0 4 4 4 4 4 4 eo.o 4 4 a a 4 66.0 4 4 4 a 4 a 72.0 a 1 a 1 a 1 4 4 4 MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 3240/3540 FINLESS PVC SH WINDOW STEEL REINFORCED — NON—IMPACT 52" X 72" ELEVATION ORA.. In`.c MG aer V.L. 08-02270 A SG`E NTS e'T 01/08/14 1 S"EE12 OF 5 SIGNED: 09/16/2015 w0 -')D FRP-WM, Or: 2! DUCK UY :1114rRS r•P'RO`.ED aIFPOVIED SZAL:AN t WOOD FYAMIN OR 2X SUCK, RY Ci -HERS 7/16" MIN. EDGE CISTANCE i 1/47 MIN, MBcDAIENT 1I 114 MAY., J SHIM SPACE p6 :ti00D SCRE'x 1,F-IO4a-07.0 REINFORCEMENT GV1.-t51-020 P.EINFO:zCEMENT INTERIOR GVL-451-020 REINFORCEMENT SILL 10 9L SET IN a BED OF APPROVED CONSTRUCTION ADHESIVE F1/ 4 MAX. I Silo SPACE rI VERTICAL CROSS SECTION WOOD FRAMING OR ZX 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 EZI 12 RENSONS REY CESCRIn M:N CAT ANNO m A RVASED INSTALLATION DETAILS I C?/IC/IS I ML i i/4- MIN. i/4 MAX. MOEDMENT Jj"+ StIIA! SPACE G,,,L-45i-020 M P.EINFORCEMENT 7/1!— MIN. EDGE CISTANCE j I . „ INTERIOR 18 WOOD SCREW WOOD FRAMING CR 2X BUCK BY OTHERS APPROVED EXTERIOR SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 3240/3540 FINLESS PVC SH WINDOW STEEL REINFORCED - NON -IMPACT 52" X 72" INSTALLATION DETAILS DRAIN% V, L. 08-02270 SCALE NTS °'ir 01/08/14 51EC 3 OF 5 SIGNED: 09/16/2015 NJ S p ! HI0 9 6; 07" P pTATa 4ORIO* Gi' ONA 11\\ EDvF. DISidJdCE METAL SI,2UC I LQtL BY 01 -:.FS 1/4 MAX b FN SHIM SPACF AP?ROVED I EAI AVT EXTERIOR iP skis 0 SELF DRILLING ScRc*w RF-1045-C2C RONRCE!::EN T GVL-451-020 REINFORCEMENT ERIOR GVL-451-027 REINFORCEMENT SILL TO BE SET IN A BED OF tiPPROVED C7NSTRt)CnCN ADHESIVE A=PROVED SEAL.NT 1 /< MAX. SHIM SPACE METAL STRUCTURE UY C111ERS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES* 1, INTERIOR AND EXTERIOR FINISHES. BYOTHERS. NOT SHOWN FOR CLARITY 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 aEwSw\5 REV ICESCRwre;N CAT REVISED INSTALLATION OCTAIL=_ I C?/Ia.%15 R.L. 1/4 VAX SHIM SPACE GVL-451-020IREINFORCEMENT 5/S' MIN. / INTERIOREDGEDISTANCE a8 5MS Uli - I SLLF GRILLING 1 iI ILLII SCRLWS U METAL STRUCTURE BY OTHERS APPROVED EXTERIOR SEAL ANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 09/16/2015 MI WINDOWSRAND DOORS 0111 IIIIIII/ 650 WEST ARKET STREET 9 GRATZ. PA 17030-0370 GEIYSF SERIES 3240/3540 FINLESS PVC SH WINDOW IM 0 6 STEEL REINFORCED - NON -IMPACT 52" X 72" 1 INSTALLATION DETAILS Q:(( ky,,( SSTAT Of DRAIN mw ac, a ii t`S.CORIO; vN\ V.L. 08 50 227o A 0NA1 azNTS 01/08/14 4 OF 5 CON 4'EIJMA ONRY CI` OTl!=1%S Cir'-IGk.d_ I:e nUCK SLE 110-c5 3-7 Y -11 -HT I APPROVED S:EAI ANT E1 8E O1STnNL:E-- - n C I SKIM SRACE 3/18 TA -ICON RF -1045-020 REINFORCEMENT GVL-451-020 PtINFCRCEMEWT ERIOR VL—'t71 —620 REIVFCRGE ACI:T I 1/4• Ltl?!, EMBECM-t.1 1 APPROVLO il-i'•I.AN' 11 Ji, r SILL 10 5C S=1 1 IN A SED O= A-lP;tCVED L0"''"= C04STRUCTION ADHESIVE LI NECCE 1R IIT/Q /,/650 O,STAMCE• I d SERIES 3240/3540 FINLESS PVC SH WINDOW AFpROVEC EXTERIOR I: Or" ONAL 1S1CK - \. `/ SEALANT f :,Intl SF,CC Grp. '•1•J1 -`i J - I 1 CONCRETEIMASONRY INSTALLATION I. Imo_-, 08- s A j//S ONA1 e1\`\\ s cE NTS a1E 01/08/14 rZSOOF 5 LO'eL ._' LIM;....^•Nlt - -`=------ u:• O'I.'_Ps e • •1 VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION 4e,ycns TEV OESCRIPRON I CA'E :.PFIWN-,v A REVISED INSTALLATION OE1Aq.S ( 09/16/15 1 R.L. IB D MIN. J EMEMBEDMENTi 1CONCRETE/MASONn BY OT$RS OPTICNAL IX DUCK SEE NOTES 3-7 SHEET I I • a _ _ 1/4 MAX. 3/18' TA*CON SHIM SPACE GVL-4=1-020 REINFORCEMENT INTERIOR 2 1/2' VIL-7— LI NECCE 1R IIT/Q /,/650 O,STAMCE• IlIll------ SERIES 3240/3540 FINLESS PVC SH WINDOW AFpROVEC EXTERIOR REINFORCED - NON -IMPACT 52" X 72".((({` SEALANT INSTALLATION DETAILS JAMB INSTALLATION DETAIL DRAM CONCRETEIMASONRY INSTALLATION NOTES: I INTERIOR AND EXTERIOR FINISHES. 8YOTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCOROANCE WITH ASTM E2112 SIGNED' 0911612015 MI WINDOWSAND DOORS 1R IIT/Q /,/650 ST GRATZ, PA 17030-0370 c, IVS' SERIES 3240/3540 FINLESS PVC SH WINDOW Z*• p,,5 5. STEEL REINFORCED - NON -IMPACT 52" X 72".((({` INSTALLATION DETAILS prrr• $$$TAT DRAM om Ne. 08- s A j//S ONA1 e1\`\\ s cE NTS a1E 01/08/14 rZSOOF 5 2' typ.. 2' typ TT 2' o. c. Max. t n U ELEVATION 108' f}- CLEARANCE ALL FOUR SIDES) A GENERIC TERM WHICH SHEATHING Min Edge Distance {e" 1Q0' JAMB DETAIL FLASHi UY OTHI Anchor See Section Details) c.e.w Min Edge A' HEAD DETAIL SIZE HEADER AS NEEDED Caulk under ENTIRE perimeter of Nailing fin before fostening. SILL DETAIL IM AS OUIRED DRYWALL HOWN 2NAT" 1/' SHEATHING) MUST ACHIEVE 1 -1/4 - PENETRATION INTO STUD. . Notes: 1. Installation depicted based off of structural test report j C7327.01-109-47. 2. Wood screws shall satify the National Design Specification for Wood Construction for material type and dimensional requirements. 3. Wood buck installations are assumed 2x S—P—F (G=0.42) or denser. Buck width shall be greater than the window frame width. Tapered or partial width bucks ore not allowed. Wood buck shall be secured to the structure to resist all design loads. 4. Wood screw lengths shall be sufficient to guarantee 1-1/4' penetration into wood buck. 5. Maximum shim thickness of 1/4' permitted at each fastener location. Shims shall be load bearing, non— compressible type. 6. These drawings depict the details necessary to meet structural load requirements. They do not address the air infiltration, water penetration, intrusion or thermal performance requirements of the installation. 7. Installation shown is that of the test window for the size shown and the design pressure claimed. For window sizes smaller than shown, locate fasteners approx. 2' from comers and no more than 12' on center. Design pressures of smaller window sizes ore limited to that of the test window. SIZE AND DESIGN PRESSURE CHART FASTENER TYPE AND SPACING SHOWN WILL ALLOW DESIGN PRESSURES UP TO +35/-50 UNfTS UP TO 108' x 14' SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPUCABLE DESIGN PRESSURE LIMITATIONS) ypp INSTALLATION INSTALLATION INSTRUCTIONS do FASTENER SCHEDULE — FIN— MW " "I", V.M.R. 8-20-09 M 3540 Single Hung NONE 1 1 Windows & Doors Continuous Head and Sill 3540 SH CSH FIN — Florida Building Code Online Page 1 of 3 RegulationBusinessProfessional 1 lit SCIS Home I LOQ In I User Registration Hol TopKS I submit Surcharge I Slats b Facts ' Publications I FSC Staff I SCIS Site Map' Links I Search I Product Approval110— dba r USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # F1.18504-112 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717)365-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis R Lomas the Evaluation Report Florida License PE -62514 Quality Assurance Entity Architectural Testing, Inc., an Intertek company Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE r 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 FL18504 R2 COI FL COI.Ddf Standard AAMA 450 Method 1 Option D Year 2010 https://www. floridabuiIding.org/pr/pr_app_dtl.aspx?paraln=wGEV XQwtDgs9D/D2(%2ftCO... 3/20/2018 Florida Building Code Online Date Submitted 09/23/2017 Date Validated 10/23/2017 Date Pending FBC Approval 10/26/2017 Date Approved 12/12/2017 Summary of Products Page 2 of 3 FL # Model, Number or Name Description 18504.1 M-1926 Horizontal Mullion M-1926 Horizontal Mullion Single, Twin or Triple with Installation Instructions Transom Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 R2 11 08-01455B.Ddf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE -62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 156-3/8", Impact Resistant up to FLI8504 R2 AE 512079B.pdf Wind Zone 3 Created by Independent Third Party: Yes 18504.2 M-1926 Vertical Mullion M-1926 Vertical Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 R2 11 08-01445B.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE -62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: Maximum Span - 84", Impact resistant up to Wind FL18504 R2 AE 512069B.odf Zone 3. Created by Independent Third Party: Yes 18504.3 M-2285 Horizontal Mullion M-2285 Horizontal Mullion Single, Twin or Triple with Transom Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 R2 11 08-01834B.odf Approved for use outside HVHZ: Yes Verified By: Luis R. Lomas PE -62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum span - 120", Impact resistant up to Wind FL18504 R2 AE 512521B.pdf Zone 3. Created by Independent Third Party: Yes 18504.4 M-2285 Vertical Mullion M-2285 Vertical Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 R2 Il 08-01833B.pdf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE -62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 84", Impact resistant up to Wind FL18504 R2 AE 512520B.pdf Zone 3. Created by Independent Third Party: Yes 18504.5 M-2300 Horizontal Mullion M-2300 Horizontal Mullion, Single or Twin with Transom Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 R2 11 08-01907A.pdf Approved for use outside HVHZ: Yes Verified By: Luis R. Lomas, PE PE -62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 120", Impact resistant up to Wind FL18504 R2 AE 512602A.Ddf Zone 3. Created by Independent Third Party: Yes 18504.6 M-2300 Vertical Mullion M-2300 Vertical Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 R2 11 08-01906B.pdf Approved for use outside HVHZ: Yes Verified By: Luis R. Lomas PE -62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 84", Impact resistant up to Wind FL18504 R2 AE 512601B.pdf Zone 3. Created by Independent Third Party: Yes 18504.7 M-2301 Horizontal Mullion M-2301 Horizontal Mullion Single or Twin with Transom Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 R2 11 08-02834.pdf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE -62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 120", Impact Resistant up to Wind FL18504 R2 AE 513629.pdf Zone 3. Created by Independent Third Party: Yes Back NCat https://www. floridabui ld ing.org/pr/p1-_app_dtl.aspx?param=wG CVXQwtDgs9%2Plo2 ftCO... 3/20/2018 nTF 1 THE F'R,)Pt[rT SHOV-4 HEREIN ': C!F;It"-NED AND MANUFACTURED TO O'AFLY WITH REOUIPEMENTS OF THE FLORIDA BUILDING CODE 1 W0 TD FRAMING TO FE DEI pWNFCI AND ANCHORED TO PROPERLY TRA•."FER ALL L'JAD Tr) ;TRII, -URE FRAIAING IS THE Fr-,P:',CB'LIT, OF THE APCH TEt 7 OF ENGINEER OF RECORD. aL 'r::aF>' E SIPE'S I::CREa:F , IF I /I WAS NOT USED IN THE I E 'r.•! OF THE PF(11U•.I:T '•r :L' HEREIN WIND LI)AD CUP.ATION FA, IIID (,1-1 6 VIA': U -.Ell f A W:V'IL- ANC HGP CALCULATIONS Frt• VF:) IL•PACT F•LTALC Pvt. ', .'EM 1= t!,JTal IPEQ FOR THIS r. •INTI , IN ,.::4'1 P')F7tF I TF r -*P. h't , a)7,- IIP .') WIND ZONE 3 r I .;I f f'E-. iUrE AN'.1 'T - : 1" :'I ::ETA:LS cH,-)'!t! .t: THIS EIIT APPLt :.L • . L d' BE APPPOVED I• r I Fr'APaTE trI P•,:,: 1 '.II! .I TC, PF '; I,•I f Ar•I NOT LIMITED Tri THOSE 1{ rHlc C1t••a^,: IP: :.P:I :! '.NJ•:r BE I'A'IIJFA'TURED BY 'AI I' •IPF 'r I. I, ,,:.LI BE C' :1 Fp u• TH: E I F IF = : I . Ft 1? ;7 .1 rI• 1!, 't: •,P THE~.. R CC .r4 1 t: hE DMV L L!:c'rl n I':1 rl l%'lc7L A' ,,•I!I. A' 711!6LE PTH 11`0 HEI, •H' T At. •_ I • ^ L L t Ea U At ID :'I ILLII 11-1 h. H I.t; ai _H ,,, I 1 171 '. EFT + L' 1 FE n'tC tl .:F. :1 I F, 'r:+r •• t+„F(: A 'Ff:NC' tt •. GF Irr r•I •I' T-[.;, P'I'LC;.', 'IfF TPIE•L,IAFt ,.InTH F, :17FF',E' 1111N ,rd • h'):9 4rl, . :134' .'I;f)lArahl. I MIDI LION PA'I a'!0 iRIFIITAFt Y•I:,TH F'F Sf k• it E_Y IC THE rfLILLION RATING. Fl -,P PP(,,- 'T IN TTEr 2 . I 1 ,t. P1,4K. BE E ^,aL rF' L•REATEP THA'1 REO'JIRED E' PRE'•SIJRE ".STAINED r.! ' -E l I. r -- TRIBUTARi WIDTH RMSMJN i OESCFIPI.0.Y MIC 1FPR nTO REVISED INSTALLATION DETAILS 106/07/15 IRL REVISED ANCHORING NOTES 05/10/17 IRL ANCHORING NOTES: 1) FOR ANCHORING INTO WOOD FRAMING OR 2x BUCK USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/-” MINIMUM EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 2) FOR ANCHORING INTO CONCRETE USE 3/16" ELCO ULTRACON TAPrON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MIN:%!U:A EMBEDMENT WITH 1' MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 4. 3) FOR ANCHORING INTO METAL FRAMING USE #10 SMS OR SELF DRILLING SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 4) ALL F4STENEFS TO BE CORROSION PESISTANT ISTALLATION ANCHORS SHALL BE INSTALLED IN ACCnRDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE STRENC•TH SPECIFIED BELO:: A :'WOOD - SPECIFIC ORAVITI OF G=042 F rONCRE7E - : C!^.:!UM COVPPESSK STRENGTH OF 3.200 PSI 1. f:ASONP.r - LTRENGTH CONFORt'ANCE TO ASTM r-50. GRcDE N. TYPE I (OR GREATER) D METAL -STEEL I C.a (04,R") Fr-33KS1/FU=5LhSl OR ALL .'INU%i 606:_7-5 FU=30hS1 0525' THICK TABLE OF CONTENTS ISHEETNOIDESCRIPTION I NOTES 2 CONF,C•URATIONS AND OP CHART 3 INSTALLATION DETAILS 4 rOMPONENTS MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030 M-1926 VERTICAL MULLION 64" MULLION SPAN NOTES oFtAwN 0'Re No. V. L. 0E-01445 KALE NTS 1011E 01/11/12 1 i'EE' I OF 4 L ROBERTO LOMAS RE 1432 WOOOFORO RD LEWISVILLE. NG 27023 43d -6m -0m 41bmasdis6bmaspecom SIGNED: 10/17/2017 Luis R. Lomas P.E FL No: 62514 IQ7 3/•3 _ _ 107 3/3" _ 1- O?Mrf INCD WIDTH I - !- COMBINED WIDTH - 1'!I ---- W2 -- III - Vil - II - VI - I 1 r WINDOW WINDOW( (WINDOW I IIE ,,11 (WINDOW 1 1 I I / I • (/ I I 1/ WINDOW 11:..1.•• t li 1 •I 11 i WINOOW I WINDOW 1..•1.111.'; W I -{ j-- V12 -i 107 3/3 -_ COMBINED WIDiH span (in) 18.13 25. S0 36.00 42.00 48.00 52.13 25.00 1200 1200 1200 120.0 120.0 120.0 37.38 120.0 120.0 120.0 120.0 120.0 1200 49.63 120.0 98.3 81.2 76.9 75.2 75.1 62.00 96.4 73.6 58.4 53.7 507 494 65.63 90.2 686 539 493 WT 44 8 72.00 81.0 61 2 476 432 40 1 S8-6- 8684.0084.00 62.1 450 331 291 26 3 24 9 PEMS 0 4 S 107 3/0` _ PN OESCMPIYIN OaIE ."'OVED COMBINED WIDTH A REVISED INSTALLATION CIEFAILS OST/07/15 P L WI- r-W2 0 REVISED ANCHORING NrytES 05/10/17 IPE 1- 33- FRAME 'WINDOW WINDOW HEIGHT MI ILLION PIN) 107 3/8'• COMEINED WIDTH C1 I -1 r W2 120.0 120.0 120.0 1200 I ' J WINDOW HEIGHT W/NOOW f WINOQW MULLION 49.63 120.0 SPAN) 902 85.4 83.5 834 62.00 1071 W 1 -i I-- W2 - 648 107 3/3- _ 56.3 548 COMBINED WIDTH FF HE ML Sl APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107 3/8' AS SHOWN HEREIN. span (in) 18.13 25.50 36.00 42.00 48.00 52.13 25.00 120.0 120.0 120.0 1200 120.0 1200 37.38 120.0 1200 1200 1200 120.0 1200 49.63 120.0 109 2 902 85.4 83.5 834 62.00 1071 81 8 648 59.7 56.3 548 65.63 1002 762 599 54.8 51.4 49.8 72.00 90.0 68.0 52.8 48.0 44.0 4FOF 84.00 62.1 45.0 33.1 1 29.1 26.3 249 LARGE AND SMALL MISSILE IMPACT, LEVEL 0, WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030 M- 1926 VERTICAL MULLION 84" MULLION SPAN CONFIGURATIONS AND DP CHARTS V. L. 108-01445 SC -LE NTS 011E 01/11/12 S-EE12 OF 4 L ROBERTO LOMAS P E 1432 WOOOFORO RD LEWISWLLE. NC 27023 J34.688-0609 db-asdoftwSps o SIGNED: 10/17/2017 J S 1R 11C / OENSF.'9' TAT 5EOF O Luis R. Lomas P.E. FL No: 62514 rf,OM81NED WIDTH 1 WI -1r Y/2 11 CMEJ WINDOW J IGHT WINDOW WINDOW LLION AN) Wl -{- W2 -1 107 3/8 - MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030 M- 1926 VERTICAL MULLION 84" MULLION SPAN CONFIGURATIONS AND DP CHARTS V. L. 108-01445 SC -LE NTS 011E 01/11/12 S-EE12 OF 4 L ROBERTO LOMAS P E 1432 WOOOFORO RD LEWISWLLE. NC 27023 J34.688-0609 db-asdoftwSps o SIGNED: 10/17/2017 J S 1R 11C / OENSF.'9' TAT 5EOF O Luis R. Lomas P.E. FL No: 62514 I • d L'1 7ptJf E — MASONRY/CONCRETE BY OTHERS MIN. EMBEDMENT fill ;ill 3/16' ELCO ULTRACON T DPf CIN CI -T5796 LIP I( — SECT M-1926 MULLION SEC 1579E. iu "LIP I, DO WOOD SCREW lid ltllIIItI1 `I I 1 1 IN EMBEDMENT 170D FRAMINf-/ y0BI ICI. F) I}THER-5 VERTICAL CROSS SECTION MASONRYICONCRETE AND WOOD FRAMING INSTALLATION PEVISOOS REV DES1.9:PI" Ot It AI'PP 5IfT1I- A REVISED INSTALLM-0N DE IAILS 03/07/ 15 I PL 8 REVISED ANCHORING NOTES 1 05/10/17 1 P.L. SECT M-1926 MULLION SECT5796 CLIP J 910 SMS OR SELF DRILLING I I SCREW I I L 1/2•' MIIJ 1 EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION METAL STRUCTURE BY OTHERS SECT5796 OR mT000022 CLIP SECT5796 OR MT000022 CLIP CLIP INSTALLATION MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030 M-1926 VERTICAL MULLION 84" MULLION SPAN INSTALLATION DETAILS V.L 1 08-01445 SCALE NTS OA'E 01/1 1/12 SEE' 3 OF 4 L ROBERTO LOWAS P E. 14M WOODFORD RD EEWISWLLE. NC 27023 434•666.0609 db asvkfm sm am SIGNED: 10/17/2017 1R I IC Ory v OENs,JI'i A0.TAT 5EOF • Luis R. Lomas P E FL No.: 62514 SECT M-1926 MULLION ALUMINUM 6063-T5 125' THICK 1 I ' L•J O- 1 — -- MT000022 CLIP 16GA (063') GALVANIZED STEEL 3 3/4.. 3/c I 2" 3- 7/v.. I i I SECT5796 CLIP 2x 011e" FOR CONCRETE INSTALLATION ALUMINUM 6063. T5.125' THICK I- 3 2 7/a IA SECT5796 CLIP FOR CONCRETE INSTALLATION ALUMINUM 6063-T5.125" THICK 3 3/4. 2 1/4" _ 3/S - I1_ 7/: I r I 2x 01/4.. 1- I OI I SECT5796 CLIP FOR WOOD FRAMING INSTALLATION ALUMINUM 6063-T5.125' THICK PEvSIONS OESCMPI10N Oaf[--RZ-VEO REVISED INSTALLATION DETAILS 0/07/15 PL REVISED ANCHOPINC NOTES OS/ 10/ 17 IRL. e SIGNED: 1011712017 LLCWINDOSTMI650WMARETSTRE•T J\5! ft. to 9//'/ GRATZ• PA 17030 G NSA• ,p 0M-1926 VERTICAL MULLION 84'• MULLION SPAN V-07-mkCOMPONENTSpTgT; i il•A•Z OR IQ*• ORAWN am No REv V-L7AL 08 B V/UIVA`y G` Luls R. Lomas P.E. FL No.: 62514 wrE 50[caa5 NTS 01/11/12 a OF 4 L ROBERTO LOMAS PE 1472 V,%=FORO RO LEWSV4LE. NC 27023 434.6m06M *A R wee