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COUNTY OF SEMINOLE IMPACT FEE STATEMENT I g-j's ) STATEMENT NUMBER: 18100002 BUILDING APPLICATION #: 18.10000290 BUILDING PERMIT NUMBER: 18-10000290 DATE: March 21, 2018 &:P.. UNIT ADDRESS: HANWORTH LOOP 3751 17-20-31-5VC-0000-0310 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: NVR INC. DBA RYAN HOMES ADDRESS: 4307 VINELAND ROAD SUITE H-20 ORLANDO FL 32811 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3751 HANWORTH LOOP / KENSINGTON RESERVE SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPE --- DIST SCHED RATE UNITS TYPE ROADS -ARTERIALS C07WIDE ORD Single Family Housing ROADS -COLLECTORS 705.00 1.000 dwl unit 705.00 Single Fa ily FIRE N/A Housing 00 1.000 dwl unitRESCUE 00 LIBRARY CO -WIDE ORD 00 Singgle Family SCHQOLS Housingg CO WIDE ORD 54.00 1.000 dwl unit 54.00 Family PARKS Hou ling 51000.00 1.000 dwl unit 51000.00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759-00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROAD, FIRE RESCUE, LIBRARY AND/OR EDUCATIONALISSUANCEOFABUILDINGPERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHEDATEABOVEBUTNOLATERTHAN CERTIFICATE OF OQQCCUPARY OR OCCUPANCY. THE REQUEST FOR REVIEWMUST COPIESET THE OFRULESEGOVERNINGSOFTHE APPEALS MAYBE PICKED UP, ORENT REQUESTED, FROMTHEBUSINESSOFFICE• 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT1101EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD YCHECK OBEEOTRPNLSHOULD ETHE COUNTYUILDINGPERMIT NUMRATHETOEFTOFTHIS STATEMENT. THISSTATEMENTISNOLONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYSFROMTHEDATEABOVE1 1. REQUEST FOR TUG & PREPOWER -AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 16 Project Name: Kensington Reserve I Preject.Address:3 S , L,66 Building Permit M 1 " I5.14 Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Robert Lattanzi - Ryan Homes Print Name f Owne /Ten Signature of ner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: Rev. 02/+10/15) Robert Lattanzi - Ryan Homes Print Nam en. Co tra Signature of Gen. Contractor CBC1257565 Gen. Contractor License # Scott L Easterbrook - Palmer Electric Print Name of El. Contractor Signature of El. Contractor EC0003096 El. Contractor License # o Progress Energy o Florida Power and Light on _/ / THIS INSTRUMENT PREPARED* BY: Name: NVR Inc. dba Ryan Homes Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 NOTICE OF COMMENCEMENT Permit Number: 18-1514 Parcel ID Number: 17-20-31-5VC-0000-0310 GRANT 11ALOYr SEMINOLE COUNTY CLERK OF CIRCUIT COURT h COMPTROLLER BK 9135 P3 1354 (1P9s) CLERK'S : 2018056643 RECORDED 05/18/2018 All RECORDING FEES $10.00 RECORDED BY hdievore The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) Lot # 31 of Kensington Reserve 3751 Hanworth Loop 2. GENERAL DESCRIPTION OF IMPROVEMENT: Construction of Single Family Home Residential 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: NVR Inc. dba Ryan Homes- 4307 Vineland Rd. Suite H-20 Orlando FL 32811 G6Interest in property: Fee Simple Title Holder (if other than owner listed above) Name: NA Address: 4. CONTRACTOR: Name: NVR, Inc dba Ryan Homes Phone Number: 407-692-9820 Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 5. SURETY (If applicable, a copy of the payment bond Is attached): Name: NA Address: Amount of Bond: S. LENDER: Name: Phone Number: Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name:_ Dayna Whitson Phone Number: 407-692-9820 Address: 4307 Vineland Rd Suite H-20, Orlando FL 32811 8. In addition, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 4 A' ", Vl/ Signature VOwner or Lessee, or Owners or Lessee's AuOraized Officer/Director/Partner/Manager) Dayna Whitson Assistant Secretary Print Name and Provide Signatory's Titialcifte) state of Florida County of Oran The foregoing Instrument was acknowledged before me this day of 20 18 by_ Dayna Whitson Who Is personally k (04 to me EXOR Name of person matdng statement who has produced Identification 0 type of Identification produced: 1.107 TRACY LEIGH MCDONALD MY COMMISSION 0 FF926ON02141) Ci t r EXPIRES October 06. 264R OF TFfE C, Corr BY is I CITY OF SANFORD MAR 2 6 2018 a ; BUILDING 8t FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value. $ 0,0" 36'7 0594- VO Job Address: 3751 Hanworth Loop Historic District: Yes No 0 Parcel ID: 17-20-31-5VC-0000-0310 Residential X Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Tracy McDonald Title: Production Admin Phone: 407-692-9831 Fax: Email: trmcdona@nvrinc.com Property Owner Information Name NVR INC. dba Ryan Homes Phone: 407-692-9831 Street: 4307 Vineland Rd #H20 Resident of property? : City, State Zip: Orlando FL 32811 Contractor Information Name _ NVR, Inc, dba Ryan Homes Phone: 407-692-9820 Street: 4307 Vineland Rd # H-20 Fax: 407-692-9821 City, State Zip: Orlando FL 32811 State License No.: CBC1257565 Architect/Engineer Information Name: AB Design Street: 1441 N Ronald Reagan Blvd Phone: 407-774-6078 Fax: City, St, Zip: Longwood FL E-mail: brian@abdesigngroup.com Bonding Company: N/A Mortgage Lender: N/A 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 COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: Sth Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Ao ton 1• r NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. , Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713, The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current 1CC 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 com fiance with all applicable laws regulating construction and zoning. 3/22/2018 3/22/2018 Signatur T!10111ent Date Signat of ontractor/Agent Date Tracy McDonald Tracy McDonald Print Owner/Agent's Name 3/22/2018 Signature of Notary -State of Florida Date or°Y °ue MEAGAN LYNNE FOWLER MY COMMISSION # GG 063253 o jc EXPIRES: January 17, 2021 Bonded Thru Budget Notary Services Owner/Agent is _x Personally Known to Me or Produced ID Type of ID Print Contractor/Agent's Name 3/22/2018 Signature of Notary -State of Florida Date o.*" °& e MEAGAN LYNNE FOWLER MY COMMISSION # GG 063253 4, EXPIRES: January 17. 2021 OF F P, Bonded Thry Bt Contractor/ Agent is j Ygat fitly Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building[[ Electrical2r Mechanical Q Plumbing[ Gas Roof Construction Type: 1! % Occupancy Use: 3 Flood Zone: X-5,c Ptrt 4W E Total Sq Ft of Bldg: 3 762 Min. Occupancy Load: / 7 # of Stories: 2— New Construction: Electric - # of Amps 00 Plumbing - # of Fixtures (K) Fire Sprinkler Permit: Yes No T # of Heads APPROVALS: COMMENTS: ZONING: lidii UTILITIES: ENGINEERING: WITS a'-'Zb- LOMFIRE: Ok to construct single family home with setbacks and impervious area shown on plan. 36 - (c % Imp. GlVT a 12flsa - G I G- Fire Alarm Permit: Yes No.® WASTE WATER: BUILDING: >- S Lam. lP Revised. June 30, 2015 Permit Application I CITY OF SANFORD MA2 Z iB BUILDING & FIRE PREVENTION is 4 PERMIT APPLICATION Application No: Documented Construction Value: $ 91,032 Job Address: 3751 Hanworth Loop Historic District: Yes No X Parcel ID: 17-20-31-5VC-0000-0310 Residential X Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Tracy McDonald Title: Production Admin Phone: 407-692-9831 Fax: Email: trmcdona@nvrinc.com Property Owner Information Name NVR INC. dba Ryan Homes Phone: 407-692-9831 Street: 4307 Vineland Rd #H20 Resident of property? City, State Zip: Orlando FL 32811 Contractor Information Name NVR, Inc, dba Ryan Homes Phone: 407-692-9820 Street: 4307 Vineland Rd # H-20 Fax: 407-692-9821 City, State Zip: Orlando FL 32811 State License No.: CBC1257565 Arch itect/Eng !nee r Information Name: AB Design Phone: 407-774-6078 Street: 1441 N Ronald Reagan Blvd Fax: City, St, Zip: Longwood FL E-mail: brian@abdesigngroup.com Bonding Company: N/A Mortgage Lender: N/A 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 COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713, The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in com liance with all applicable laws regulating construction a zoning. 3/22/2018 3/22/2018 Signatur f0 er ent Date sipa4fj ontractor/Agent Date Tracy McDonald Print Owner/Agent's Name 3/22/2018 Signature of Notary -State of Florida Date o ar ?Ue MEAGAN LYNNE FOWLER a MY COMMISSION # GG 053253 A' EXPIRES: January 17, 2021 rF,F pV Bonded Thru Budget Notary Servlcea Owner/Agent is x Personally Known to Me or Produced ID , Type of ID Tracy McDonald Print Contractor/Agent's Name 3/22/2018 Signature of Notary -State of Florida Date MEAGAN LYNNE FOWLER MY COMMISSION # GG 063M EXPIRES: January 17, 2021 4i F lop eonded ThN Bu el Contractor/Agent is MMly Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: 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: %' WASTEWATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application Nr I 8 1 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Tracy McDonald Firm: NVR, Inc. Address: 4307 Vineland Road #H20 City: Orlando State: FL Zip Code: 32811 Phone: 407.692.9831 Fax: 407.692.9821 Email: trmcdona@nvrinc.corn Property Address: 3751 Hanworth loop Property Owner: NVR, Inc. dba Ryan Homes Parcel identification Number: 17-20-31-5VC-0000-0310 Phone Number: 407.692.9820 Email: trmcdona@nvrinc.com 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) O,-I A US O Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: M floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 18-1514 Reviewed by: Michael Cash, CFM Date: March 25, 2018 BP200I03 CITY OF SANFORD 3/26/18 Application Inquiry - Fees 14:10:18 Application number: 18 00001514 Property . . . . : 3751 HANWORTH LP Fee Class/Type/Description Trans amt A AF 01-APPLCTN FEE -BUILDING 25.00 A BR 01-BLDG PLAN REVIEW 225.00 Amt due Struct Permit Insp 25.00 225.00 Credit fees due: .00 Revenue fees due: 250.00 Total due: 250.00 Press Enter to continue. F3=Exit F11=Change view F12=Cancel F10=Amt billed CITY OF SANFORD CUSTOMER RECEIPT ++t Oper: JOHNSONJO Type: OC Drawer: I Date: 3/26/18 61 Receipt no: 96412 Year Number Amount 2018 1514 3751 HANWORTH LP SANFORD, FL 32773 BP BUILDING PERMIT RECEIPTS 250.88 Tender detail CK CHECK Total tendered Total payment Trans date: 3/26/18 182552 $250.00 256.09 S258.86 Time: 14:35:10 Bottom Application for Paved Driveway, Sidewalk or WalkwayIncluding Right -of -Way Use & 9 9 Y ti1877- Landscaping in Right -of -Way www.sanfordn.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way In accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit Is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the raa..nbelon size and location of the existing right—of-way and use shall be provided or application could be delayed. CBllbd=rwa4 1. Project Location/Address: 3751 Hanworth Loop, Sanford, FL 32773 2. Proposed Activity: X Driveway Walkway 3. Schedule of Work: Start Date Completion Date 4. Brief Description of Work: Construction of New Single Family Home This application is Property Owner. Signature: Address: 4307 Vi Phone: (407) 692- by: H-20 Orlando, FL 32811 Fax: Other: Print Name: Tracy McDonald Emergency Repairs Email: trmcdona@nvrinc.com Date: 03/20/2018 Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement end unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installationlimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its counalpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have read 9nd understand the above statement and by signing this application I agree to its terns. Signature: Pre -pour Inspection by: Date: 03/20/2018 J This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours In advance to schedule a pre -pour Inspection. Official Use Only Application No: Fee: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Date: Date: Date: Date: Date: 4 —Z l' 20' 8 Date: November 2015 ROW Use Drlvmay.pdr 120/20 -- SCPA Parcel View: 17-20-31-5VC-0000-0310 tPA cN Prody Record Card Parcel: 17-20-31-5VC-0000-0310 ou% Property Address: 3751 HANWORTH LOOP SANFORD, FL 32773 Parcel Information Value Summary Parcel 17-20-31-5VC-0000-0310 Owner BRISSON WEST PROJECT I LLC Property Address 3751 HANWORTH LOOP SANFORD, FL 32773 Mailing 3601 RIGBY RD SUITE 300 MIAMISBURG, OH 45342-5038 Subdivision Name KENSINGTON RESERVE Tax District S7-SANFORD DOR Use Code 00-VACANT RESIDENTIAL Exemptions Legal Description LOT 31 KENSINGTON RESERVE PB 81 PGS 86-92 Taxes 2018 Working Values 2017 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 67,000 14,000 Land Value Ag Just/MarketValue'• 67,000 14,000 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj 0 0 P&G Adj 0 0 Assessed Value 67,000 14,000 Tax Amount without SOH: $266.58 2017 Tax Bill Amount $266.58 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 67,000 0 67,000 Schools 67,000 0 67,000 City Sanford 67,000 0 67,000 SJWM(Saint Johns Water Management) 67,000 0 67,000 County Bonds 1$67,000 1 $0 67,000 Sales Description Date Book Page Amount Qualified Vac/Imp No Sales fFhW Comparable Sales Land Method Frontage Depth Units Units Price Land Value LOT I 0.001 0.00 1 67,000.00 1 $67,000 Building Information Permits Permit fl Description Agency Amount CO Date Permit Date http://parceldetaii.scpafl.org/ParceiDetailinfo.aspx?PID=l720315VC00000310 1/2 A 0/201; SCPA Parcel View: 17-20-31-5VC-0000-0310 No Permits Extra Features Description Year Built Units Value New Cost No Extra Features http://parceldetaii.scpafl.org/ParcelDetailinfo.aspx?PID=l720315VC00000310 2/2 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 7d2jkq I hereby name and appoint: Tracy McDonald an agent of NVR Inc., dba Ryan Homes Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific per}nit and applicatign for work located at: Expiration Date for This Limited Power of Attorney: May 20,2018 License Holder Name: Robert Lattanzi State License Number: Signature of License H STATE OF FLORlDA COUNTY OF Orange The foregoing instrument was acknowledged before me this fZJday of KLa. r , 200 18 , by Robert Lattanzi who is a pers na y Icn to me or o who has produced identification and who did (did not) take an oath. Notary Seal) q 4 vo MEpGAN LYNNE FOWLER a4 "'' * My coMMISSION A GO 053253 EXPIRES: JBNJW 17. 01 1`'oF ro°`BwbaeTw BaOpNNo> Rev. 08.12) Signature McAGPM fowv&g Print or type name Notary Public - State of _ Commission No. My Commission Expires: F-M SQ.FT. CALC.'S IST FLR LIVING L264 Sa FT. 2ND FLR LIVING 119E Sa FT. TOTAL LIVING 2960 6a FR. ENTFtr' I 6a FR. C3ARACsE 493 6a Fr. LANAI 242 6a Fr. TOTAL 3369 Sa FT. CO PCNW A10OlAm0 AO LOAD! 6AOC 6M20FOaR Faa6a®aFIDa6116 CALL• GMARRE ME N01/N111110 A I @ W' WX -a W, 64' S 26M-32M 2 24 MW OR 36. U. 4 3006/•32.16 3 B 26-M W V' 4 305V-3M 3A F! 264" IV V' 6 3031/4099 4 33 M 294N 16. 63' 5 M-3113 5 30 3) 0.511 w 63' 5 2636P-3i75 5A 5o 6060 6CD U. 66' 4 MMr•3L25 6 33 L 25.ON 16, 63' 4 MAV-32J 1 n M-W 38' 63' 5 308M-UM 6 n 754W 36' 63' 4 306M4060 WIND DESIGN CRITERIA A. BANG %MO 6FEED Mil (3 6E=140 CAMT) VULT.BO / VAW-116 M014 a PREMAL PIWA&M COEM ENT- 16 C. M3K C.ATEG0RY.T1'FE If D. E26'06111M CATEGORY C NOTE• VALUE6 FOR 00I'11-GNEM6 F CLADOPIG PRE6611RE ARE BAWD ON THE VAL DEMM WM7 6P®. FISM 6TF1 ED. (20n) - 1016 T14ESE MWOMM6 TO BE I'{4TIFLED BY 0,6 TO M V THE ALLOWABLE OR NOMOUL TEOTFD VALUM WED 15Y PRODUCT PLN+FACROW 6. NOTELFFM TO ORM#LL WTALiAIM Of ILL FRMOIG f WO ?-W FIAO1 M FMW UE11"O L ISE"OT00 ATEO Uf1>Olf M A IOMR TFEATO WOT LAW WRAM®-/ w0c G CABINET SECTION C 3 in, 2'-0' D6Lr0PFUR 6 tN 0310 /RM® w0c B CABINET SECTION W-8' 3'-4' 0. 4 4. 4 2._8. -'. as ao 1313 0o 0o 00 00 0o a a 2 1 HEADER DETAIL 9 J F.T. FOOT IGf W. A'1• A.— rMll FIRST FLOOR PLAN SCALE: V4 . 1'-0' L3.EVATIOI'C' 43 A R C N I T E C T Grousi In 1M3 N RONALD REACAN GLVO. LONOM/OOD. FL 32700 PH 407.7744074 FAX407.77"074 a0Oal0b_p`" 1 L AA C 0003333 J I m O L C r 6uBVIV. 6Y LOT•. KENSINGTON RESERVE IAT031) MODEL: SANTA ROSA VERSION001) PROJECT& 2997.000 PAGE: FIRST FLOOR PLAN DATE: 3/2/18 BCAlM 1/4"=1'-0" SHEET 3 air 9 OEA EE00a06RIOaFcmaUamiOa;, Paa®cvo4aeTa CALLS smum mR am ww"wo mmRMAMoIMI 5 36. 6r 4 3106/-3116 3 5 36. 61, 4 3106/•3116 3 5 EGFIEM 36. Gr 4 XMI-3116 1 4 4, 00rF.0 lw O' 4 Y-W-34M 5 5 M51, 41 M36' br 5 3106/•1103 6 5 G 51-w636' 6r 4 3106/•31Y+ 1 5 36' 6r 4 3106/-3116 WIND DESIGN CRITERIA A BASIC: wm SPEED MPM (3 SEC4PO GUST) ALT. BO / VA60.116 M°M 9. wmM4AL F'T 6W% C06FR:Pff.. 1S c RISK CATEGOIUTT•.TYPE II O. 04•'IOSUQE CATEGOW C NOTE. VALUES FOR GOPVMCFh TS ( CLADDING PIRESSLORE AIE BASED CM T1E WIL DESIGN WM SPEED. FBCTZ OTM ED. aQM) ALLOW THESE PRESSIYES TO BE PALTTPLED BT Ob TO FEET THE ALLOMABLE OR NCMAL TESTED VALUED USED BY PRODUCT MAKFACTUPOM I FROR TO ORMALL MAL ATIRI OI ALL WAMi fff a I'-ff FMM DE MM ROOK PAL I£ !PRATED *0 IMATED W WMTV A TOMM TTIEATFD SPRAT SECOND FLOOR PLAN SCALE. 1/4 . I'-0' B"A" C' A A C N IT E C T A Desn Grou Tno. 1M1N RONALOREAGAM MO LONGWOaa. FL37700 PH: 407.7744076 FAX407. 7744074 Y O. 0003325 d 1111111111 01111111111 w 0 E 0 t c 8TUT331D1V. Ac LOT KENSINGTON RESERVE LOTy3l) MODETA SANTA ROSA VERSION/ 01) PROJECT/!!: 2997. 000 PAGE: SECOND FLOOR PLAN DATE: 3/2/18 SCALE: 1/4"=1'-0" BEDIIET 4 OF 9 REQUIRED INSPECTION SEQUENCE RYAN HOMES SFR-DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing - Walls 30 Sheathing - Roof 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 Address: EL-ECTRICAL;PERMIT• Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final WIFUMBW-GIBBI Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHAN CALryPERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final i REVISED: June 2014 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I R - ) 51)-/ 2 Documented Construction Value: $ `3Q(Q' Job Address: 3 7—c5 l 4an wo r h L-o Q Historic District: Yes No Parcel ID: ResidentiaLp Commercial Type of Work: New- Addition Alteration Repair Demo Change of Use Move Description of Work: P e w JW am 5P1-u1 Ee Plan Review Contact Person: Title: Phone: Fax: Email: j I Property Owner Information Name t an N Phone: I- W7 - lnqj - p 3.) Street: l as Resident of property? City, State Zip: d Undo, P. 32 8) ) 11 Contractor Information Name IC LQ'Y l C Co Phone: )J CQ - ton - m m Street: 8 5 Q Dn Fax: -i0'7 - (n 7 gq ) f City, State Zip: r Y 7 State License No.:('Llc 1 Name: Street: City, St, Zip: Bonding Company: Address: Architect/ Engineer Information Phone: Fax: E- mail; Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application r NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713 The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Namc Signature of Notary -State of Florida Datc Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date 0-1 Sigpnalm m's Name rAnwJ18/18 State of Florida Date o'Ot';' °W4 PAMELA S TERNUS Commission tY GG 110622 ExpiresAugust 7, 2021 411Or F - cadre rary eu*t NWrl tv,4 is Contractor/Agent is X Personally Known to Me or Produced 1D Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes[:] No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application J,Jl. 1 CITY OF SANFORD BUILDING & FIRE PREVENTION D PERMIT APPLICATION Application No: 1 5 511 Documented Construction Value: $_ Job Address: _70J (,( A [ f Historic District: Yes No Parcel ID: Residential C Commercial Type of Work: New © Addiction Alteration El Repair Demo Change of Use Move Description of Work:— ! V Q (,V J 50 arnp Plan Review Contact Person: Title: Phone: Fax: Email: j 1 t Property Owner Information nNameTALIGtA1 0[n Vx Phone: )4D-1- (P Q Q - (7 gao Street: 4 i w Y Lr on J. fl a2 Resident of property? :NO City, State Zip: 0r1 Gndn. I 32SI l Contractor Information Name et,(m r ! C, F1 Phone: '407 - (DPI' () - ?7bb Street: t1 Fax: q b7 - (ng/7 - cWZ City, State Zip: I' - State License No.: t' 223(i(21/D Architect/ Engineer Information 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 COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date or application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713 The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of O%MCF/Agent Date Print Owncr/Agertt's name Signature of Notary -State of Florida Date Sepatur mractor/Agent Date Jeer %ram Pr' t ontrador/Agrnt's Nam, Signature orNoary-State of Florida Dale W PAMELA S TERNUS Commission p GG 110622 o Expires August 7, 2021 fro~ a, 4.4lAN 6a0pe1 Nateryli"TI es Owner/ Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of 1D Produced 1D Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised: June 30, 2015 Pcmtit Application SIQ DESCRIPTION AS' FURNISHED: Lot 31, KENSINGTON RESERVE, as Wreded in Plat Book 81, Pages-786 through 92, Public Records of Seminole County, Florida. BOUNDARY FOR / CERTIFIED TO: Ryan Homes/NVR Inc. LOT 41 , LOT 40 LOT 39 S00019'09'E i 60.00' ' 1 ' LOT 30 37.13' 37,13' 10.00' 10.00' 10.00' W 10.00' 10.00' 134 25.87' 25.87' 10' UTIL ESMT B.B.) S00°19'09'E' 60.00' 6 zO w to LOT 32 Z 1 L 214. 95' J t Ps(i• p 1 9 ryh9 ti P+ HANXORTH LOOP 50' R/W (PRIVATE ROAD) PROPOSED a FINSHED SPOT GRADE ELEVATIONS FRONT a 25 PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAR = 20' PROPOSED DRAINAGE FLOW S G IMPERVIOUS COVERAGE = 5' FOR 40' LOTS 2,525t SQUARE FEET OR 36.6X. SIDE 5 y LOT CONTAINS 6,900t SQUARE FEET SIDE = 7.5' FOR 60' LOTS LOT GRADING TYPE A 20KIP LMNG AREA CONTAINS 1,714t SQUARE FEET SIDE a 10' FOR 75' LOTS PROPOSED FINISH FLOOR PER PLANS 28.3' CONC/ LANAI/PORCH CONTAINS 8101 SQUARE FEET SIDE STREET a 25' CRUSEINMEIYE' R-SCOTT ASSOC, INC. - LAND SURVEYORS LAND - LEA - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P • PLAT FALL. • POINT ON LINE r • rMLD 7YP. • TYPICAL OIA: Ip. IRON PIPE R.0 • POINT OF REVERSC CURVATURE 1. THE UNDERSOACO DOES MERM CERTIFY THAT 7MIS SURVEY NEE7S 7ME STANMRDS % PRACTICE SET FORM BY THE FLORIW BOARD OF IA • IRON ROD PL.0 • POINT Q COMPOUND CURVATUREPROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER AI-17 F'LOIRM MN/NSRATN[ CODE WRAMMi M SECTION 472.027, FLQRIDM STATUES Cx COR.RCTC IORJ11CNf RA1 • RADIAL 2, UNLESS EMBOSSED RAM SURVEYORS SWM URE AND OIRDUAL RAISED SEAL. THIS SURVEY ALAP OR COPIES ARE NOT VALID. SET LR. • IM IR ./M 4M NR • IO6RAWAL VP. • VITHESS 0D7T A THIS SURVEY WAS PREFARED FROM TIRE RI WWT OR FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS ACC •RECOVERED PAM • DINT R KDDNIND CALL • CALCUULTCD P. O.C. . POIM OF CPDR'wen AA . PERNNOIT TIE/[ACNE[ IONWRMT OR 6 SEMDTIS THAT AFFECT Ym PROPERTY• K. NO UM7EAGROUID IMPROVEME HAVE KEN LOCATED UM6S OTMEIRWC SHOWN. l C[NTCALDE FINISIED FLDmR ELEVATION INS SURVEY a PREPARED FOR TINE SOLE •EVERT OF TMOBE CFRMO M AND SHOULD NOT BE RELIED UPON BY ANY DIM ENTITY. NLD . TAIL L DISK RSL • 1RIA.DOIG SETDACK U1Jt DAONSpVM.SMORN FUR THE UXADON OF APR0VVA TT HEREON SHOULD NOT BE USED TO RECM47M/CT BOUNOVRY LIKES. R/V • RIGHT -Or -VAT DH • DEICI.AARR CSNT. CASEMM D.D. • MSC WARM 7. BEARDIM ARE BASED ASSUMED DATUM AND ON THE UNE SHORN AS BASE WARM (aBJ PRAIN. • DRAINAGE B. ELEVATY,NS R SMOWM ARE MSED ON IAIIONAL "DUCTIC VERY" DATUM Or IV", UNLESS OMEIMSE NOTED. UTIL. • UTILITY arc. CHAIN Lim FENCE D. CVMrJrATE OF AUIMORVAMN M.. ASS& VDFC • VOM FENCE C/ D • Cn M EYE DLUM SGU.E — 1 • 20 — DRAWN BY: ••• POINT orCURVATUE vi: • POINT Or TANGDCY CERTIFIED BY: DATE _ ORDER No: A M RADIUS PLOT PLAN 02-27-2018 1707-18 MMC p . OELilll 'TN FORMBOARD FOUNDATION/ELEVS. 06-06-2018 3713-18 C CIOND CA CHORD DEARIM NORTH 1' THIS BUILDING/PROPERTY DOES NOT UE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM• GRUSENN R. S. 1 471 W. SCO R.LS / 480 ZONE * I' MAP / 12117COOPOF (09-26-07) 03 UNIVERSAL WorS Pror t No. 0110.1 8 3732.0000 ENGINEERING SCIENCES Report Date: 6/15/2018 Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Construction Materials Testing - Threshold Inspection Building Inspection - Plan Review - Building Code Administration 3532 Maggie Blvd, Orlando. 32811 - P. 407.423.0504 - F: 407.423.3106 / r_> In -Place Density Test Report Client: Ryan Homes USES Technician: Fernando Montalvo 4307 Vineland Road, Suite H2O $ Orlando, FL 32811 " Date Tested: 06/15/2018 I'vC-yam' Project: Kensington Reserve; House Lot Te9ting- 3998 Brisson Avenue, Sanford, Seminole County, FL 32773 Area Tested: Lot 31 (3751 Hanworth Loop) Material: Native Reference Datum: 0 = Bottom of Footing Type of Test: Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Not Location of Test Range aximum Density pc1) ptimum oisture 1 Field Dry Density pc) Field Moisture Soil Compaction V Native Depth inch) Pass or Fail 11 South Footing 0-1 ft 105.4 12.2 104.5 6.8 99 N/A Pas: 12 West Footing 1-2 ft 105.4 12.2 105.3 7.4 100 N/A Pas: 13 North Footing 1-2 It 105.4 12.2 103.7 6.5 98 N/A Pas: 14 North East Comer Of Pad (TOF) 1-2 It 105.4 12.2 105.7 7.8 100 N/A Pas: 15 South West Comer Of Pad (TOF) 2-3 ft 105.4 12.2 104.9 7.2 100 N/A Pas: Remarks: TOF= (Top Of Fill) Tn n #'N : h a ...-h-1 —0-9— #n I I..i..n.....1'n ..I:n..In ff— and n-.rw h— ft" .n..ndw — —h—W-4 — ....nFdnn/:nl n... *' ^f _. nl:nnln and r. CITY OF SANFORD BUILDING: & KIRE.-PREVENTIONIM111PERMITAPPLICATION Application No: Documented Construction Value: $ Job Address: _ , I d.an r 1 OoQ Historic District: Yes Nog Parcel ID: ResideiitiaQ' Commercial L-:. Type of Work: Newo Addition Alteration Repair- Demo Change of use Q Move U Description of Work:lns I I N,nn rn 12 e- 11](QG Cooke Plan Review Contact Person: Title: Phone: `W7-j$S Opt,( Fax: Lpl-?,33-385.3 Email: 60,&Llc,lr, Propert 0 ner Information Name U '` Phone: Street: _ . Resident of property?: City, State Zip: s' o o ?. T s;.F /,1- Coritra for Information Name 1= .1.._ ..._., n ... - phone: q0-7- Street: TSGO Fax: L10-7A?, City, State Zip: .(\ State License No.: CACD3 a O Architect/ Engineer Information 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 COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 56 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 • it work will be done in compliance with all applicable. laws regulating construction and zo g. 1 Signatur of Owner/Agant Date . Sigy- rcofContractor/Agent Print Owner/Agent's Name t Contractor/A is Name 3` Signature of Notary -State of Florida Date signmum or No ry-State of Florida Date CHERYL D AKERS A MYEXPIA EIS JuOne 05, 2020 62 Owner/Agent is Personally Known to Me -or Contractor/,Agent is _Personally Known to.Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Typc: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: COMMENTS: BUILDING: Revised: June 30, 2015 __. __ ...Permit Application_-- . . DESCRIPTION AS FURNISHED: Lot 37, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. BOUNDARY FOR / CERTIFIED TO: Mario Fernando Romero; NVR Inc Guaranty Company; NVR Settlement Services, Inc.; NVRM LOT 41 1 LOT 40 I I I REC. 1/2" I.R. NO I.D. 1 ry1. k LOT 30 3-7 S I HArJIWO L. Q O D REC. 1/2" I.R. NO 1.0. SO0019'09 "E 60. 00' 37.13' 37.13' LOT 31 dbo Ryon Homes; Stewart Title 10.00' 18.7' 21.3' 10.00' COV'D. "? CONC. 10.00' TWO STORY RESIDENCE F.F.= 28.33' 0v 3.5'x3.5 AC PAD 10.00' - i•I COV'O. CONE., i c Lv 21.3' 0 8.8' 16.1' BRICK BRICK 27.21' WALK DR. 23.2 1' 23.2 0.2' I 10' UTIL SMTON 5' CONC, WALK B.B.) S00019'09"E 60, 00' 10.00' 87' I_ _ LOT 39 I I I I REC, 1/2" I.R. 1 NO I.D. 16 - - - - - - - I-7 LOT 32 R 214,95 1 , Pam(• N I.R. - 0 ti Q,Oy ti6 o1 ta G HANXORTH L OOP 50' R/W (PRIVATE ROAD) PROPOSED - FINSHED SPOT GRADE ELEVATIONS FRONT = 251 V J PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAR = Y0' PROPOSED DRAINAGE FLOW aG rv0 IMPERVIOUS COVERAGE = 2,525t SQUARE FEET OR 36.6X SIDE = 5' FOR 40' LOTS LOT GRADING TYPE A OQO LOT CONTAINS 6,9001 SQUARE FEET SIDE = 7.5' FOR 60' LOTS PROPOSED FINISH FLOOR PER PLANS a 28.3' .9. LIVING AREA CON TAIN$ 1,714t SQUARE FEET SIDE a 10' FOR 75' LOTS CONE LANAI PORCH CONTAINS 8101 SQUARE FEET SIDE STREET = 25' CRUSEINMEM?-SCOTT ASSOC, INC• - LAND SURVEYORS LCGCHD - LCGCND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658- 436P . PLAT PDL •POINT ON LING NOTES., r • HELD TY. . TYPICAL IP. • IRON PIPE RCA •POINT W RCVE:RSC CURVAIVRC IRON ROD u. POINT Or COMPOUND CURVATVRC 1. ME UNDERSIGNED ROES HEREBY CERTIFY THAT THIS SURVEY MELTS THE STANDARDS Or PRACTICE SCT FORTH BY THE nORIDA BDARD Or C • CONCRETE MONUMENT • RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER Sl-17 FLORIDA ADMINISTRATIVE CODE PURSWM TO SECTION 472.027. FLORRM STATUES Sil LI459 MR.RAISClI.R. • 1/2' IR. •/RlR A39R MR. AON-RADIAL UNLESS EMBOSSED MTIN SVRVEYOR3 SIGNATURE AND ORIGINAL RAISED SEAL, TAPS SURVEY MAP OR COPIES ARE NOT VALID. FCC. • RECOVERED V.P. • VITHESS POINT HISJ. TSURVEY WAS PREPARED FROM TITLE INFORMATION FURNSMED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS P- 03. • POINT Or RCGINNINO CALL. CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY. P. O.C. •POINT Or COMMCMCCWCNI RAP • [RMANCNT RCYCRCNCC MONUNCNT NO VND[R(,R(R/ND /MPRO EHEN1$ HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. NLO • MAIL IALDIS RSL • RUILDrr ING SOCK LINO ELEVATION S. THIS SURVEY S PREPARED FOR THE SOLE BENEFIT Or THOSE CERTIFIED M AND SHOULD NOT BE RCUED UPON BY ANY OTHER ENTITY R/V RIGHT-Or-VAY RH. • RCNCMMARK 0. DIMENSIONS SHOWN FOR THE LOCATION Or IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. CSM1. • CASEMENT RJ. • MSC RARING 7. BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SNOWS/ AS BASE BLARING (B.B.) DRAIN DRAINAGE 0. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM Of 1029. UNLESS OTHERWISE NOTED. UTIL. • V71LI7Y CLrC. • CHAIN LINK rENCC V. GCRi117GA1E OF AUTHORIZATION NIP. qSS. ' vDrC. • VOOD rCNCC C/R • CONCRETE ROCK SCALE 1• 20DRAWN BY. C, • POINT Or CWVAIURE PI •POINT Or TANGENCY ESC. DDESCRIPTION CERTIFIED BY: DATE RAT ORDER No. R •RADIUS FLOT PLAN 02-27-2018 1 107- 18 L • ARC LENGTH D • DELTA FOP,MBOARD FOUNDATION/ELEVS. 06-06-2018 3713- 18 E CHORD C.D. • CHORD REARING FINAL/ELEVS. 09-07-2018 6103-18 NORTH THIS BUILOINC/PROPERTY DOES NOT UE WITHIN _S_THE ESTABLISHED 100 YEARFLOODPLANEASPER -FIRM'ZONE 7T• MAP / 12117000ROF ( 09-28-07) R.L.S f 480; FORM R405-2017 RECORD COPY FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot31 Kensington ReserveSantaRosaCGRE Builder Name: Ryan Homes BU'LO' LStreet: 3751 HANWORTH LOOP Permit Office: SANFORD City, State, Zip: SANFORD , FL, 32773 1 5PermitNumber: ## 8 1 4 s `' N4Owner: Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2) A 1. New construction or existing New (From Plans) 9. Wall Types (2658.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1222,70 ftz b. Frame - Wood, Exterior R=13.0 1088.00 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 347.67 ft' 4. Number of Bedrooms 3 d. N/A R= ft: 10. Ceiling Types (1392.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1296.00 ft' 6. Conditioned floor area above grade (ft') 2327 b. Knee Wall (Vented) R=19.0 96.00 ft' Conditioned floor area below grade (W) 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(328.7 sqft.) Description Area a. Sup: Attic, Rel: Attic, AH: Main 6 512 a. U-Factor: Dbl, U=0.35 275.73 ft' SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0,62 48.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.29 a. Central Unit 38.5 SEER:15.00 c. U-Factor. Dbl, U=0.34 5.00 ft' SHGC: SHGC=0.31 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 38.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 5.590 ft. Area Weighted Average SHGC: 0.290 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1601.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1296.00 ft' b. Conservation features b. Floor over Garage R=13.0 305.00 ft' None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.141 Total Proposed Modified Loads: 69.23 PASSTotalBaselineLoads: 69.12 I hereby certify that the plans and spe ifications covered by Review of the plans and 04Spg this calculation are in compliance wi the Florida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. rrrrr.• '':: t;: • •• N PREPARED BY: '~ ""T- Before construction is completed DATE: 3-6-1R Rcott Pratt this building will be inspected for 0 " ` - y compliance with Section 553.908 I hereby certify that this buil in as designed, is in compliance Florida Statutes. with the Florida Energy Ale., WEOWNER/AGENT:BUILDING OFFICIAL: DATE. DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. 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/ 6/2018 4:57 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot31 KensingtonReserveSant User 1 Ryan Homes SANFORD 691500 Single-family New (From Plans) Bedrooms: 3 Conditioned Area: 2327 Total Stories: 2 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Lot # Block/Subdivision: PlalBook: Street: County: City, State, Zip: Street Address 31 KENSINGTON RESE 3751 HANWORTH LO Seminole SANFORD , FL, 32773 CLIMATE V Design Location TMY Site Design Temp 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp 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 2327 21641.1 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2327 21641.1 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage Main 2 Slab -On -Grade Edge Insulatio Main 131 ft 0 305 ft= 13 1296 ft' --- 0 0 1 0.38 0 0.62 1 ROOF V # Type Materials Roof Gable Roof Area Area Color Solar SA Emitt Absor. Tested . Emitt Deck Pitch Tested Insul. (deg) 1 Gable or Shed Composition shingles 1791 ftz 400 W Medium 0.85 N 0.85 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1601 ft' N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 2 3 Knee Wall (Vented) Knee Wall (Vented) Under Attic (Vented) Main 19 Batt Main 19 -Batt Main 38 Blown 36 ft' 0.11 60 ft° 0.11 1296 ft2 0.11 Wood Wood Wood 3/6/2018 4:57 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 WALLS V4 Oral Adjacent 10 Wall 14APe1 Space Cavity Width Height Sheathing Framing Solar Belo u E Exterior Frame - Wood Main 13 40 0 8 0 320.0 ft' 0 0.23 0.6 0 2 E Exterior Concrete Block - Int Insul Main 4.1 5 0 9 4 46.7 ft' 0 0 0.6 0 3 E Exterior Concrete Block - Int Insul Main 4.1 14 0 9 4 130.7 ft' 0 0 0.6 0 4 S Exterior Frame - Wood Main 13 34 0 8 0 272.0 ft' 0 0.23 0.6 0 5 S Exterior Concrete Block - Int Insul Main 4.1 22 0 9 4 205.3 ft' 0 0 0.6 0 6 S Exterior Concrete Block - Int Insul Main 4.1 11 0 9 4 102.7 ftz 0 0 0.6 0 7 S Exterior Concrete Block - Int Insul Main 4.1 12 0 9 4 112.0 ft' 0 0 0.6 0 8 W Exterior Frame - Wood Main 13 35 6 8 0 284.0 ft' 0 0.23 0.6 0 9 W Exterior Concrete Block - Int Insul Main 4.1 1 6 9 4 14.0 ft' 0 0 0.6 0 10 W Exterior Concrete Block - Int Insul Main 4.1 19 0 9 4 177.3 ft' 0 0 0.6 0 11 W Exterior Concrete Block - Int Insul Main 4.1 19 6 9 4 182.0 ft' 0 0 0.6 0 12 N Exterior Frame - Wood Main 13 26 6 8 0 212.0 W 0 0.23 0.6 0 13 N Exterior Concrete Block - Int Insul Main 4.1 11 0 9 4 102.7 ft' 0 0 0.6 0 14 N Exterior Concrete Block - Int Insul Main 4.1 16 0 9 4 149.3 ft' 0 0 0.6 0 15 Garage Frame - Wood Main 13 37 3 9 4 347.7 ft' 0 0.23 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Insulated Main None 25 3 8 24 ft' 2 Wood Main None 25 2 8 6 8 17.8 ft' WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 E 1 Vinyl Low-E Double Yes 0.35 0.29 N 45.8 ft' 1 ft 0 in 1 ft 2 in None Exterior 5 2 E 3 Vinyl Low-E Double Yes 0.35 0.29 N 38.5 ft' 6 It 0 in 0 ft 2 in Drapes/blinds Exterior 5 3 W 8 Vinyl Low-E Double Yes 0.35 0.29 N 15.3 ft' 1 ft 0 in 1 ft 2 in None Exterior 5 4 W 8 Vinyl Low-E Double Yes 0.34 0.31 N 5.0 ft' 1 ft 0 in 1 ft 2 in Drapes/blinds None 5 W 10 Vinyl Low-E Double Yes 0.35 0.29 N 48.6 ft' 1 ft 0 in 1 114 in None Exterior 5 6 W 11 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft' 12 ft 0 in 0 ft 2 in None Exterior 5 7 N 12 Vinyl Low-E Double Yes 0.35 0.29 N 30.5 ft' 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5 8 N 12 Metal Low-E Double Yes 0.62 0.29 N 48.0 ft' 21 ft 0 in 0 ft 2 in None Exterior 5 9 S 7 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft' 1 It 0 in 1 ft 4 in Drapes/blinds None 10 N 13 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft' 1 ft 0 in 10 ft 11 in Drapes/blinds None 3/6/2018 4:57 PM A EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 453 ft' 453 ftz 66 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000414 2524.8 138.61 260.67 .3718 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.5 38 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 15 38.5 kBlu/hr 0 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 Carl # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft' DUCTS v # Supply — Location R-Value Area Return-- Air CFM 25 CFM25 HVAC # Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 512 ft' Attic 128 ft° Default Leakage Main (Default) (Default) 1 1 3/6/2018 4:57 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling[ ] Jan Heatin( Jan Feb Feb MarJX Mar A r Apr I Ma May X JunfJun JulfJul Aurl Au ri Se Sep Oct Oct Nov Nov Dec Dec Venlin [)Jan Feb Mar lxl Apr May l Jun l Jul Aug Se lxJ Oct lX Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 3/6/2018 4:57 PM 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* = 100 The lower the EnergyPerformance Index, the more efficient the home. 3751 HANWORTH LOOP, SANFORD, FL, 32773 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (W 7. Windows" Description a. U-Factor: Dbl, U=0.35 SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.62 SHGC: SHGC=0.29 c. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.31 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. Floor over Garage c. N/A New (From Plans) 9. Wall Types Single-family a. Concrete Block - Int Insul, Exterior b. Frame - Wood, Exterior 1 c. Frame - Wood, Adjacent 3 d. N/A 10. Ceiling TypesNoa. Under Attic (Vented) 2327 b. Knee Wall (Vented) Area c. N/A 275.73 ft' 11. Ducts a. Sup: Attic, Ret: Attic, AH: Main 48.00 ft' 12. Cooling systems 5.00 ft' a. Central Unit fl' 5.590 ft. 0.290 Insulation Area R=0.0 1296.00 ft' R=13.0 305.00 ft' R= ft' 13. Heating systems a. Electric Heal Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: 1 t Address of New Home: City/FL Zip: I:-) Insulation Area R=4.1 1222.70 ft' R=13.0 1088.00 ft' R=13.0 347.67 ft' R= ft' Insulation Area R=38.0 1296.00 ft' R=19.0 96.00 ft' R= ft' R ft' 6 512 kBtu/hr Efficiency 38.5 SEER:15.00 kBlu/hr Efficiency 38.0 HSPF:8.50 Cap: 50 gallons EF: 0.95 Pstat 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. 3/6/2018 4:57 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 3751 HANWORTH LOOP Permit Number: SANFORD , FL, 32773 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory)The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402 4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 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. 3/6/2018 4:58 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls, R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heal pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41"C) or below 55°F (13'C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 3/6/2018 4:58 PM EnergyGauge® USA - FlaRes2017 - FBC 6lh Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heal 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'A 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 100'17 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 bumer(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 slated 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 atilt 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 MAXIMU CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/walt 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 3/6/2018 4:58 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturers expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or healing within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50'F (10'C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F (4.8'C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such 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 healers 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 healers manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 3/6/2018 4:58 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandatoryke 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. 3/6/2018 4:58 PM EnergyGauge® USA - FlaRes2017 - FBC 61h Edition (2017) Complia Page 5 of 5 2017 -AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot3lKensingtonReserveSantaRosaCGRE Builder Name: Ryan Homes Street: 3751 HANWORTH LOOP Permit Office: SANFORD City, State, Zip: SANFORD , FL, 32773 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 comers and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring- Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sp nkler cover Mates and walls or ceilinus. a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 3/6/2018 4:58 PM EnergyGauge® USA - FlaRes2017 FBC 6lh Edition (2017) Compliant Software Page 1 of 1 wrightsoft• Manual S Compliance Report 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: Ryan Homes 3751 HANWORTH LOOP, SANFORD, FL 32773 Design Conditions Job: Lot3lKensington Reserv... Date: 3/31/2015 By: FJF Outdoor design DB: 92.5°F Sensible gain: 32016 Btuh Entering coil DB: 77.6°F Outdoor design WB: 76.2°F Latent gain: 5239 Btuh Entering coil WB: 63.7°F Indoor design DB: 75.0°F Total gain: 37255 Btuh Indoor RH: 50% Estimated airflow: 1283 cfm Manufacturer' s Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140421K+ASPT47D14A Actual airflow: 1283 cfm Sensible capacity: 32718 Btuh 102% of load Latent capacity: 5885 Btuh 112% of load Total capacity: 38603 Btuh 104% of load SHR: 85% Design Conditions Outdoor design DB: 42.3°F Heat loss: 28401 Btuh Entering coil DB: 69.1°F Indoor design DB: 70.0°F Manufacturer' s Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140421K+ASPT47D14A Actual airflow: 1283 cfm Output capacity: 34729 Btuh 122% of load Capacity balance: 35 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1283 cfm Output capacity: 8.3 kW 100% of load Temp. rise: 50 OF Meets all requirements of ACCA Manual S. wrightsoft' 2018-Mar-06 16:29-29 d. ,..,,, ,_, Right -Suite® Universal 2018 18.0.10 RSU23828 Page 1 osaCGRE\ Lo131KensingtonReserveSantaRosaCGRE.rup Calc = MJB House laces: E Component Constructions Job: Lot3lKensingtonReserv... wrightsoft• P Date: 3/31/2015 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: Ryan Homes 3751 HANWORTH LOOP, SANFORD, FL 32773 Design Conditions Location: Indoor: Heating Cooling Orlando/Jetport, FL, US Indoor temperature (OF) 70 75 Elevation: 105 ft Design TD (OF) 28 18 Latitude: 28°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8 Dry bulb (OF) 42 93 Infiltration: Daily range (OF) - 16 ( M) Method Simplified Wet bulb (OF) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain fP BWhID'-•F W-•Fl tuh BluhAl Bluh BWhIM BWh Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud 13A-2ocs: Bilk wall, stucco exi, r-2 ext bd ins, 8" thk, 1/2" gypsum board int fnsh 1613-19ad: Knee wall, asphalt shingles roof mat, r-19 kw ins, 1/2" gypsum board int fnsh Partitions 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Windows 2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, Or innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft overhang (5.08 it window ht, 1,17 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mil no brk frm mat, cir innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 It overhang (5.3 it window ht, 10.92 ft sep.); 6.67 ft head ht 2A-2omd: 2 glazing, cir low-e ouir, air gas, mil no brk frm mat, cir innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 21 ft overhang (8 ft window ht, 0.17 It sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, cir innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 6 ft overhang (6.3 ft window ht, 0.17 it sep.); 6.67 it head ht n 212 0.091 13.0 2.52 533 2.85 602 e 274 0.091 13.0 2.52 691 2.85 781 s 272 0.091 13.0 2.52 686 2.85 774 w 264 0,091 13.0 2.52 665 2.85 751 all 1022 0.091 13.0 2.52 2575 2.85 2908 n 171 0.201 0 5.57 954 5.29 907 e 114 0.201 0 5.57 637 5.29 606 s 387 0.201 0 5.57 2156 5.29 2051 w 292 0.201 0 5.57 1624 5.29 1544 all 965 0.201 0 5.57 5371 5.29 5108 n 30 0.049 19.0 1.36 41 2.66 80 w 36 0.049 19.0 1.36 49 2.66 96 all 66 0,049 19.0 1.36 90 2.66 176 330 0.091 13.0 2.52 831 1.45 479 n 31 0.350 0 9.69 296 10.5 319 e 46 0,350 0 9.69 444 29.0 1325 w 15 0.350 0 9.69 148 29.0 442 all 92 0.350 0 9.69 887 22.8 2086 n 33 0,350 0 9.69 317 10.5 342 n 48 0.620 0 17.2 824 16.9 812 e 39 0.350 0 9.69 377 14.8 576 Wrightsoft• 2018-Mar-06 16,29.29 9C.liP' Right-Sulte® Universal 2018 18 0.10 RSU23828 Page 1 osaCGRE\Lot3lKensingionReserveSantaRosaCGRE.rup Cale a MJB House faces: E 2A-2om: 2 glazing, clr low-e outr, air gas, mill no brk Irm mat, clr innr, s 33 0.350 0 9.69 317 10.8 353 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft overhang (5.3 ft window ht, 1.33 ft sep.); 6.67 ft head ht w 49 0.350 0 9.69 475 29.0 1420 all 82 0,350 0 9.69 792 21.7 1773 26-21m: 2 glazing, clr low-e outr, air gas, mtl no brk Irm mat, clr innr, w 5 0.340 0 9.42 47 30.4 152 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (1.25 ft window ht, 1.17 It sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mil no brk frm mat, clr innr, w 33 0.350 0 9.69 317 10.5 342 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 12 ft overhang (5.3 ft window ht, 0.17 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type a 24 0.390 0 10.8 259 12.0 289 n 18 0.390 0 10.8 193 12.0 215 all 42 0.390 0 10.8 452 12.0 504 Ceilings 16B-38ad: Attic ceiling, asphalt shingles root mat, r-38 tail ins, 1/2" 1569 0.026 38.0 0.72 1130 1.41 2217 gypsum board int fnsh Floors 20P-131: Fir floor, Irm Ilr, 12" thkns, r-13 cav ins, gar ovr 306 0.068 13.0 1.88 575 0.98 298 22A-tpl: Bg floor, light dry soil, on grade depth 131 0.989 0 27.4 3589 0 0 wrilghttsofft• 2018-Mar-0616:29:29 C+.. ,,,",,.,r,,,,.,,r,o,,,, Right -Suite® Universal 2018 18.0.10 RSU23828 Page 2 9C.C.P...osaCGRE\Lo131KensingionReserveSentaRosaCGRE.rup Calc a MJ8 House faces: E ecProt Summary Job: Lot3lKensingtonReserv... ft - wrightso' Y Date: 3/31/2015 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 Project Information For: Ryan Homes 3751 HANWORTH LOOP, SANFORD, FL 32773 Notes: L.S. 03-06-18 SRP Design Inf• • Weather: Orlando/Jetport, 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/lb Heating Summary Structure 22877 Btuh Ducts 5523 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 28401 Btuh Infiltration Method Construction quality Fireplaces Area (ftz Volume ft3) Air changes/hour Equiv. AVF (cfm) Simplified Average 0 He 2327 Co 2327 22673 22673 0.41 0.21 155 79 Heating Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI. Model GSZ140421 K AH R I ref :8242633 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 35 OF Backup: 8.5 HSPF 38000 Btuh @ 470F 27 OF 1283 cfm 0.045 cfm/Btuh 0.40 in H2O Input = 8 kW, Output = 28445 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 23221 Btuh Ducts 8795 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 32016 Btuh Latent Cooling Equipment Load Sizing Structure 3461 Btuh Ducts 1778 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 5239 Btuh Equipment Total Load (Sen+Lat) 37255 Btuh Req. total capacity at 0.75 SHR 3.6 ton Cooling Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI... Cond GSZ140421K Coil ASPT47D14A AH R I ref 8242633 Efficiency 12.5 EER, 15 SEER Sensible cooling 28875 Btuh Latent cooling 9625 Btuh Total cooling 38500 Btuh Actual air flow 1283 cfm Air flow factor 0.040 cfm/Btuh Static pressure 0.40 in H2O Load sensible heat ratio 0.86 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 41 rlghtsotrt• 2018-Mar-06 16:29:29 C+ t-- Right -Suite® Universal 2018 18.0.10 RSU23828 Page 1c~... osaCGRE\Lol31KensingionReserveSantaRosaCGRE.rup Calc - MJ8 House laces: E F wrightsoft' Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONINGF531CODISCOWAY, SANFORD, FL 32771 Phone, 407-333-2665 ax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot3lKensingtonReserveSa... Date: 3/31/2015 By: FJF 1 Room name Entire House Great 2 Exposed wall 279.0 it 35.5 it 3 Room height 8.6 1l 9.3 it heal/cool 4 Room dimensions 1.0 x 375.1 1t 5 Room area 2623.5 112 375.1 ft2 Ty Construction U-value Or HTM Area (f12) Load Area (f12) Load number B1uWfN-,F) BtuWft2) or perimeter (it) Btuh) or perimeter (1t) Btuh) Heat Cool Gross N/P/S Heal Cod Gross WP/S Heat Cool 6 W 12C-Osw 2A-2om 13A-2ocs 0.091 0.350 0.201 n n n 2.52 9.69 5.57 Z85 10.46 5.29 242 31 252 212 0 171 533 296 954 602 319 907 0 0 149 b 0 117 0 0 649 0 0 618 G 11 2A-2om 2A-2omd 0,350 0.620 n n 9.69 17.17 10.46 16.92 33 48 0 0 317 824 342 812 33 0 0 0 317 0 342 0 W Vy 16B-19ed 12C-Osw 6.049 0.091 n a 1.36 2.52 Z66 Z85 30 320 30 274 41 691 80 781 0 0 0 0 0 0 0 0 G 2A-2om 0.350 a 9.69 28.96 46 0 444 1325 0 0 0 0 yl 13A-Zocs 6.201 a 5.57 5.29 177 114 637 606 0 0 0 0 L_Gp 2A-2om 0.350 a 9.69 14.82 39 30 377 576 0 0 0 0 11DO 12C-Osw 0.390 0.091 a s 10.80 Z52 1203 Z85 24 272 24 272 259 686 289 774 0 0 0 0 0 0 0 0W tyl G 13A-2ocs 0.201 s 5.57 5.29 420 387 2156 2051 0 0 0 0 2A-2om 0.350 s 9.69 10.80 33 25 317 353 0 0 0 0 V)I 12C-Osw 0.091 w 2.52 Z85 284 264 665 751 0 0 0 0 2A-tom 2B-21m 0.350 0.340 w w 9.69 9.42 28.96 30.36 15 5 0 0 148 47 442 152 0 0 0 0 0 0 0 0 v 13A-2ocs 0,201 w 5.57 S29 373 292 1624 1544 182 149 831 791 f- L2 2A-tom 2A-2om 16B-19ad 0.350 0.350 0.049 w w w 9.69 9.69 1.36 28.95 10.46 Z66 49 33 36 0 33 36 475 317 49 142D 342 96 0 33 0 0 33 0 0 317 0 0 342 0W 12C-0sw 0.091 2.52 1.45 348 330 831 479 225 225 567 327 11DO 0,390 n 10.80 12.03 18 18 193 215 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 1569 1569 1130 2217 0 0 0 0 F 2OP-131 0.068 1.88 0.98 306 306 575 298 0 0 0 0 F 22A-ipl 0.989 27.40 0.00 1254 131 3589 0 375 36 973 0 6 c) AED excursion 273 328 Envelope loss/gain 18175 18D44 3655 2746 12 a) Infiltration 4703 1522 647 210 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 5 1150 3 690 Appliances/other 2505 0 Subtotal (lines 6 to 13) 22877 23221 4302 3646 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 22877 23221 4302 3646 15 Duct loads 1 24% 33% 5523 8795 25% 421% 1074 1536 Total room load 1 25401 320161 5376 5182 Air required (clm) 1 12M 12MI 208 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C -li.t wr gFstsotR- 2018-Mar-0616.29:29 A •- ---- Right -Suite® Universal 2018 18.0.10 RSU23828 Page 1 osaCGRE\Lol31KensingtonReserveSantaRosaCGRE.rup Calc - MJ8 House faces: E wrightsoft Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333.3853 Web: WWW.DEL-AIR.COM Job: Lo1311 Kensington ReserveSa... Date: 3/31/2015 By: FJF 1 Room name Study Powder 2 Exposed wall 26.0 if 0 It 3 Room height 9.3 it heal/cool 9.3 it heat/cool 4 5 Room dimensions Room area 14.0 x 12.0 it 168.0 fix 7.5 x 6.0 it 45.0 fix Ty Construction U-value Or HTM Area (it) Load Area (fix) Load B1uWftx-*F) BtuWftx) or perimeter (it) Btuh) or perimeter (11) Btuh) Heat Cool Gross WP/S Heat Cool Gross WP/S Heat Cool 6%LC12C-0sw 2A-2om 13A-2ocs 0.091 0.350 0.201 n n n 2.52 9.69 5.57 Z65 10.46 5.29 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 2A-2om 2A-2omd 0.350 0.620 n n 9.69 17.17 10.46 16.92 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W yI L-C 16B-19ad 12C-0sw 2A-2om 0.049 0,091 0,350 n 6 a 1.35 2.52 9.69 266 285 28.96 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-2om 0.201 0.350 a a 5.57 9.69 5.29 14.82 131 39 92 30 511 377 486 576 0 0 0 0 0 0 0 0 11DO 12C-0sw 0.390 0.091 0.201 a s s 10.80 2.52 5.57 1203 2-85 5.29 0 0 112 0 0 112 0 0 624 0 0 593 0 0 0 0 0 0 0 0 0 0 0 0 W G13A-2ocs 2A-2om 12C-Osw 0,350 0.091 s w 9.69 2.52 10.80 285 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0v/ F-C 2A-tom 2B-2fm 13A-2ocs 0.350 0.340 0.201 w w w 9.69 9.42 5.57 28.96 30.36 5.29 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 2A-2om 2A-2om 16B-19ad 0.350 0.350 0.049 w w w 9.69 9.69 1.36 28.96 10.46 2.66 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V-----2 W q 12C-0sw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 D 11DO 0.390 n 10.80 12-03 0 0 0 0 0 0 0 0 C 168-38ad 0.026 0.72 1.41 0 0 0 0 0 0 0 0 F 2OP-131 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.40 0.00 168 26 712 0 45 0 0 0 6 c) AED excursion 119 3 Envelope loss/gain 2224 1536 0 3 12 a) Infiltration 474 153 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 50 Subtotal (lines 6 to 13) 2698 1919 0 47 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 200 123 185 114 14 Subtotal 28% 2D42 185 161 15 Duct loads 1 25% 429b 723 860 25% 42% 46 68 Total room load I 3622 2902 231 228 Air required (c1m) 1 1 164 116 1 1 10 9 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. P}t- wromps oTC 2018-Mar-06 16:29:29 A - -- Right-Sulle® Universal 2018 18.0.10 RSU23828 Page 2 osaCGRE\Lo131KensingtonReserve5anteRosaCGRE.rup Cale a MJ8 House faces: E wrightsofr Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot3lKensington ReserveSa... Date: 3/31 /2015 By: FJF 1 Room name Dinetle/Kitchen Bdnn 2 2 Exposed wall 22 5 it 28.0 It 3 Room height 9.3 II heat/cool 8.0 It heal/cool 4 5 Raom dimensions Room area 1. 0 x 427.4 It 427. 4 ft2 1. 0 x 184.5 It 184. 5 1? Ty Construction U•value Or HTM Area Q12) Load Area (it) Load number IBluWfl;°F) BtulVftj or perimeter (Il) Bluh) or perimeter (ft) Bluh) Heal Cool Gross N/P/S Heat Cool Gross N/P/S Heal Cool 6 W 12C-Osw 0.091 n 2.52 Z85 0 0 0 0 0 0 0 0 1 2A•2om 0.350 0. 201 n n 9. 69 5. 57 10. 46 5. 29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VLS13A-2ocs 2A• 2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 11 2A-2omd 0.620 n 17.17 16.92 0 0 0 0 0 0 0 0 W y/ G 16B- i9ad 12C- Osw 2A- 2om 0. 049 0. 091 0. 350 n a e 1. 36 2. 52 969 Z66 2. 85 28. 96 0 0 0 0 0 0 0 0 0 0 0 0 0 112 15 0 97 0 0 244 148 0 275 442 13A- 2ocs 2A- 2om 0. 201 0. 350 a a 5. 57 9. 69 5. 29 14. 82 47 0 23 0 126 0 120 0 U 0 0 0 0 0 0 0 W 11DO 12C- Osw 0. 390 0. 091 a s 10. 80 Z52 1203 2. 85 24 0 24 0 259 0 289 0 0 112 0 112 0 282 0 319 Vy 13A-2ocs 0.201 s 5.57 5.29 149 149 831 791 0 0 0 0 G 2A-2om 12C- Osw 0. 350 0. 091 s w 9. 69 Z52 10. 80 2. 85 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A• 2om 2B- 21m 13A-2ocs 0.350 0.340 0.201 w w w 9. 69 9.42 5.57 28.96 30.36 5.29 0 0 14 0 0 14 0 0 78 0 0 74 0 0 0 0 0 0 0 0 0 0 0 0 yl 2A•2om 0.350 w 9.69 28.96 0 0 0 0 0 0 0 0 2A-2Dm 16B-19ad 0.350 0.049 w w 9. 69 1.36 10.46 Z66 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W q12C- Osw 0.091 2.52 1.45 122 105 264 152 0 0 0 0 D 11DO 0.390 n 10.80 IZ03 18 18 193 215 0 0 0 0 C 16B- 38ad 0,026 0.72 1.41 0 0 0 0 185 185 133 261 F 2OP- 131 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A4p1 0.989 27.40 0.00 427 23 616 0 0 0 0 0 61 c) AED excursion 1 174 1 1 70 Envelope loss/ gain 2368 1466 807 1367 12 a) Infiltration 410 133 438 142 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 12OD 0 Subtotal (lines 6 to 13) 12778 2799 11245 1 1508 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 200 123 0 0 14 Subtotal 2979 2922 1245 1508 15 Duct loads 1 25% 42% 743 1231 22% 32% 280 484 Total room load I 3722 4153 1524 1992 Air required ( cfm) 1 1 168 166 1 69 80 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C }f = 11al s4 - 2018-Mar-0616:29:29 Right-Suile® Universal 2018 18.0.10 RSU23828 Page 3 osaCGRE%Lot3lKensinglonReserveSantaRosaCGRE. rup Cale = MJB House faces: E I wrightsoft' Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax: 407-333.3853 Web: WWW.DEL-AIR.COM Job: Lot3lKensingtonReserveSa... Date. 3/31/2015 By: FJF 1 Room name Bdrm 3 Bthrm 1 2 Exposed wall 120 it 6.0 1l 3 Room height 8.0 it heaUcool 8.0 ft heat/cool 4 5 Room dimensions Room area 1.0 x 149.5 it 11.0 x 6.0 It 149.5 it? 66.0 112 Ty Construction U-value Or HTM Area (ft Load Area (41) Load numberI BluWflZ°F) Btuh/W) or perimeter (fl) Btuh) or perimeter (fl) Bluh) Heat Cool Gross WP/S Heat Cool Gross WP/S Heat Cool 6 T--6 12C-0sw 0.091 n 2.52 2-85 0 0 0 0 0 0 0 0 2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 0.201 n 5.57 5.29 0 0 0 0 0 0 0 0ti13A- 2ocs 2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 11 2A-2omd 0.620 n 17.17 16.92 0 0 0 0 0 0 0 0 W 16B-19ad 0,049 n 1.36 2.66 0 0 0 0 0 0 0 0 VL1/ 12C-Osw 0.091 a 2.52 2-85 96 81 2D4 230 0 0 0 0 G 2A-tom 0.350 a 9.69 28.96 15 0 148 442 0 0 0 0 13A-2oC8 0.2(i1 a 5.57 5.29 0 0 0 0 0 0 0 0 2A-2om 0,350 a 9,69 14.82 0 0 0 0 0 0 0 0 W 11Do 12C-Osw 0.390 0.091 a s 10.80 2.52 1203 2-85 0 0 0 0 0 0 0 0 0 48 0 48 0 121 0 137 yl L- G 13A-2ocs 0.201 s 5.57 5.29 0 0 0 0 0 0 0 0 2A-tom 0.350 s 9.69 10.80 0 0 0 0 0 0 0 0 y/ 12C-Osw 0,091 w 2-52 2.85 0 0 0 0 0 0 0 0 2A-2om 0.350 w 9.69 28,96 0 0 0 0 0 0 0 0 2B-21m 0.340 w 9.42 30.36 0 0 0 0 0 0 0 0 Vy 13A-2ocs 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 2A-2om 0.350 w 9.69 28.96 0 0 0 0 0 0 0 0 I G 2A-2om 16B-19ad 0.350 0.049 w w 9.69 1.36 10.46 266 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0W 12C-0sw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 11DO 0,390 n 10.80 1203 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 150 150 108 211 66 66 48 93 F 2OP-131 0.068 1.88 0.98 80 80 151 78 0 0 0 0 F 22A-tpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 94 15 Envelope loss/gain 610 1056 169 215 12 a) Infiltration 188 61 94 30 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 798 1116 262 245 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 798 1116 262 245 15 Duct loads 1 22"/, 329b 179 358 2296 1 32%1 59 79 Total room load 977 1474 321 324 11 Air required (cfm) 44 59 15 13 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrtlgntsoft- 2018-Mar-06 16:29:29 Right -Suite® Universal 2018 18.0.10 RSU23828 Page 4ABk...osaCGRENLot3lKensingionReserveSanlaRosaCGRE.rup Calc = MJ8 House laces: E wrightsofr Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone:407-333.2665 Fax 407-333.3853 Web: WWW.DEL-AIR.COM Job: Lot3lKensingtonReserve5a... Date: 3/31/2015 By: FJF 1 Room name Msir WIC Mstr B1hrm 2 Exposed wall 25.5 It 10.0 It 3 Room height 8.0 it heal/cool 8.0 it heat/cool 4 5 Raom dimensions 1.0 x 159.3 it Room area 159 3 ft2 1.0 x 98.0 It 98.0 f12 Ty Construclion number U-value B1uMf12-" Or HTM Area (112) B1ulYft2) or perimeter (it) Load Btuh) Area (fl2) or perimeter (ft) Load Biuh) Heat Cod Gross N/P/S Heat Cool Grass N/P/S Heat Cool 6 VII 12r-0 w 0.091 n 2.52 Z85 0 0 0 0 0 0 0 0 G 2A-tom 13A-2ocs 0.350 0.201 n n 9.69 5.57 10.46 0 5.29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 W ZA-2om 2A-2omd 16B-19ad 0.350 0.620 0,049 n n n 9.69 17.17 1.36 10.46 0 16.92 0 2.66 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy 12C-Osw 0.091 a 2.52 Z85 0 0 0 0 0 0 0 0 VLC 2A-2om 0,350 a 9.69 28.96 0 0 0 0 0 0 0 0 13A-2ocs 2A•2Dm 6.261 0.350 a a 5.57 9.69 5.29 0 14.82 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11DO 12C-0sw 0.390 0.091 a s 10.80 2.52 12.03 0 Z85 112 0 112 0 282 0 319 0 0 0 0 0 0 0 0W Vy LL• 13A-2ocs 0.201 s 5.57 5.29 0 0 0 0 0 0 0 0 2A-2Dm 12C-Osw 0.350 0.091 s w 9.69 2.52 10.80 0 Z85 68 0 68 0 171 0 194 0 68 0 63 0 159 0 179 ZA-2om 0.350 w 9.69 28.96 0 0 0 0 0 0 0 0 2B•21m 13A-2ocs 0,340 0.201 w w 9.42 5.57 30.36 0 5.29 0 0 0 0 0 0 0 5 0 0 0 47 0 152 0 2A-2om 0.350 w 9.69 2B.96 0 0 0 0 0 0 0 0 ZA-2om 168-19ad 0.350 0.049 w w 9.69 1.35 10.46 0 Z66 24 0 24 0 33 0 64 0 12 0 12 0 16 0 32W fi 12C-osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 D 11DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 159 159 115 225 9B 98 71 138 F 2OP-131 0.068 1.88 0.95 0 0 0 0 0 0 0 0 F 22A4pl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 55 52 Envelope loss/gain 601 747 293 553 12 a) Infiltration 399 129 156 51 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1000 876 449 604 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1000 876 449 604 15 Duct loads 1 22Yo 32% 225 281 22% 32% 101 194 Total room load I 1224 1157 550 798 Air required (cfm) 1 1 55 46 25 32 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A _ * wr gF olt- 2018•Mar-06 16:29:29 Right -Suite® Universal 2018 18.0.10 RSU23828 Page 5 osaCGRE\Lot3lKensinglonReserveSanlaRosaCGRE.rup Celc - MJB House faces: E wrightsoft' Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job- Lot3lKensingtonReserveSa... Date: 3/31/2015 By: FJF 1 Room name Mstr Bdnn Msir WC 2 Exposed wall 34.5 It 0 It 3 Room height 8.0 1t heal/cool 8.0 It heal/cool 4 5 Room dimensions Room area 18.5 x 16.0 It 3.5 x 5.5 It 29&0 f12 19.3 Itt Ty Construction U-value Or HTM Area (ftz) Load Area (ft2) Load numberI BiuWfILIF) BiuW112) or perimeter (1 1) (Btuh) or perimeter (I1) Btuh) Heat Cool Gross NIP/S Heal Cool Gross N/P/S Heat Cool 6 VY 12C-Osw 0.091 n 2.52 285 128 113 284 321 0 0 0 0 Ci 2A-2om 13A-2ocs 0,350 0.201 n n 9.69 5.57 10.46 S29 15 0 0 148 0 0 159 0 0 0 0 0 0 0 0 0 2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 11 2A-2omd 0.620 n 17.17 16.92 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 n 1.36 266 0 0 0 0 0 0 0 0 Vy Y-C 12C-0sw 2A-2om 0,091 0.350 a a 2.52 9.69 2-85 28.96 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 H/ Cp 13A-2ocs 2A-2om 0.201 0.350 a a 5.57 9.69 5.29 14.82 0 0 0 U 0 0 0 0 0 0 0 0 0 0 6 0 11DO 12C-0sw 0.390 0.091 6 s 10.80 2.52 1203 P-85 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0W y/ L G 13A-2ocs 0201 s 5.57 5.29 0 0 0 0 0 0 0 0 2A-2om 0.350 s 9.69 10.80 0 0 0 0 0 0 0 0 VI/ 12C-Osw 0.091 w 2.52 285 148 133 335 378 0 0 0 0 2A-2om 0.350 w 9.69 28.96 15 0 148 442 0 0 0 0 yl 2B-21m 13A-2ocs 0,340 0,201 w w 9.42 5.57 30.36 5.29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2Dm 0.350 w 9.69 25.96 0 0 0 0 0 0 0 0 2A-2om 16B-19ad 0.350 0.049 w w 9.69 1.36 10.46 2.66 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0W fj 12C-0sw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 0 11DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 296 296 213 418 19 19 14 27 F 20P-131 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-ipl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 37 2 Envelope loss/gain 1128 1755 14 26 12 a) Infiltration 539 175 0 0 b) Room ventilalion 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 600 0 Subtotal (lines 6 to 13) 1667 2760 14 26 Less exlernal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1667 2760 14 25 15 Duct bads I22% 32% 374 885 M% 7%1 3 8 Total room load 2042 3645 17 34 Air required (cfm) 92 146 1 1 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r}+- wr gFstso T!- 2018-Mar-06 16:29:29 Aftk - - Right -Suite® Universal 2018 18.0.10 RSU23828 Page 6 osaCGRENLo131KensinglonReserveSenteRosaCGRE.rup Calc = MJ8 House faces: E P wrightsoft' Right-JO Worksheet Job: Lot3lKensingtonReserveSa... Entire House Date: By: FJF 1FJ11F 015 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone. 407-333.2665 Fax: 407-333-3653 Web: WWW.DEL-AIR.COM 1 Room name loft Laundry 2 Exposed wall 32 0 it 0 It 3 Room height 0 It heaUcool 8.0 It heat/cool 4 5 Room dimensions Room area 1.0 x 345.5 It 345.5 Il= 7.0 x 6.0 It 42,0 112 Ty. I Construction number U-value BluWfIL.F) Or HTM BIUh/ft2) Area (I19 or perimeter (It) Load Btuh) Area (02) Load or perimeter (It) (Bluh) Heat cool Gross N/P/S Heat Cool Gross WP/S Heat cool 6 V1/ 2C-Osw 0.091 n 2.52 Z85 114 99 249 281 0 0 0 0 VL213A-2ocs ZA-tom 0.350 0.201 n n 9.69 5.57 10.46 5.29 15 0 0 0 148 0 159 0 0 0 0 0 0 0 0 0 ZA•2om 0,350 n 9.69 10.46 0 0 0 0 0 0 0 0 11 2A•2omd 0.620 n 17.17 16.92 0 0 0 0 0 0 0 0 W y/ 16B-I9ad 12C-Osw 0.049 0.091 n a 1.36 252 266 Z85 30 112 30 97 41 244 80 275 0 0 0 0 0 0 0 0 C 24-2om 0.350 a 9.69 28.96 15 0 148 442 0 0 0 0 H/ 13A-2ocs 0.201 a 5.57 5.29 0 0 0 0 0 0 0 0 I_Gp 2A-2om 0.350 a 9.69 14.82 0 0 0 0 0 0 0 0 11D0 12C-Osw 0.390 0.091 a s 10.80 2.52 1203 285 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0W 1y ILi 13A-2ocs 0.201 s 5.57 5.29 0 0 0 0 0 0 0 0 2A•2om 0.350 s 9.69 10.80 0 0 0 0 0 0 0 0 yl 12C-Osw 0.091 w Z52 285 0 0 0 0 0 0 0 0 2A-2om 2B-21m 0.350 0.340 w w 9.69 9.42 28.96 30.36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 2A-2om 0.350 w 9.69 28.96 0 0 0 0 0 0 0 0 2A-20m 1613-19ad 0.350 0.049 w w 9.69 1.36 10.46 266 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0W q f---D 12C-Osw 0.091 252 1.45 0 0 0 0 0 0 0 0 11D0 0.390 n 10.80 1203 0 0 0 0 0 0 0 0 c 168-38ad 0.026 0.72 1.41 346 346 249 488 42 42 30 59 F 20P-131 0,068 1.88 0.98 225 225 424 220 0 0 0 0 F 72A-Ipl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 65 39 Envelope loss/gain 1502 1881 30 21 12 a) Intiltralion 500 162 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/olher 0 600 Subtotal (lines 6 to 13) 2002 2043 30 621 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2002 2043 30 621 15 Duct loads 1 22% 32% 450 655 22% 32% 7 199 Total room load 2452 2698 37 820 Air required (clm) 111 108 2 33 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. q,I_ ww'10 soT!- 2018-Mar-0616:29:29 lem •-•- •^ Right-SuileO Universal 2018 18.0.10 RSU23828 Page 7 osaCGRE\Lot3lKensingtonReserveSantaRosaCGRE.rup Calc - MJ8 House laces: E wrilghtsoft* Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax: 407-333.3853 Web: WWW.DEL-AIR.COM Job: Lot3lKensingtonReserveSa... Date: 3/31/2015 By: FJF 1 Room name Morning Pantry 2 Exposed wall 41.0 it 6.0 it 3 Room height 9.3 ft heat/cool 9.3 It heat/cool 4 Room dmensions 19.0 x 11.0 ft 6.5 x 6.0 f 5 Room area 209.0 fit 39.0 fit Ty Construction U-value Or HTM Area (ftt) Load Area (111 Load numberI BIUWftZ°F) Btuwftj or perimeter (11) (Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross WP/S Heat Cool 6 1-6 12C-Osw 0.091 n Z52 Z85 0 0 0 0 0 0 0 0 2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 ILS13A-2ocs 0.201 n 5.57 5.29 103 55 304 289 0 0 0 0 2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 11 2A-2Dmd 0.620 n 17.17 16.92 48 0 824 812 0 0 0 0 W 16B-19ad 0.049 n 1.36 Z66 0 0 0 0 0 0 0 0 yl 12C-Osw 0.091 a Z52 Z85 0 0 0 0 0 0 0 0 G 2A-2om 0.350 a 9.69 28.96 0 0 0 0 0 0 0 0 H/ 13A-2ocs 0.201 a 5.57 5.29 0 0 0 0 0 0 0 0 Gp 2A-2om 0.350 a 9.69 14.82 0 0 0 0 0 0 0 0 1__ 1f DO 0,390 a 10.80 12.03 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 s 2.52 Z85 0 0 0 0 0 0 0 0 t-C 13A-2ocs 0.201 s 5.57 5.29 103 70 390 371 56 56 312 297 2A-2om 0.350 s 9.69 10.80 33 25 317 353 0 0 0 0 VI! 12C-Osw 0.091 w 2.52 2.85 0 0 0 0 0 0 0 0 C^ 2A-tom 0.350 w 9.69 28.96 0 0 0 0 0 0 0 0 2B-2fm 0.340 w 9.42 30.36 0 0 0 0 0 0 0 0 16 13A-2Dcs 0.201 w 5.57 5.29 177 128 714 679 0 0 0 0 2A-2om 0.350 w 9.69 28.95 49 0 475 1420 0 0 0 0 2A-2Dm 0.350 w 9.69 10.46 0 0 0 0 0 0 0 0 W 16B-19ad 0,049 w 1.36 Z66 0 0 0 0 0 0 0 0 q 12C-Osw 0.091 Z52 1.45 0 0 0 0 0 0 0 0 D 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-38ad 0.025 0.72 1.41 209 209 151 295 0 0 0 0 F 2OP-131 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-1pl 0.989 27.40 0.00 209 41 1123 0 39 6 164 0 6 c) AED excursion 186 22 Envelope loss/gain 4299 4405 476 274 12 a) Infiltration 748 242 109 35 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1 5 1 50 Subtotal (lines 6 to 13) 5046 46M 586 360 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 586 360 14 Subtotal 5046 4652 0 0 1151 Duct loads 1 25% 42% 1259 1959 25% 42% 0 0 Total room load 1i306 6612 0 0 Air required (clm) 285 265 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. F wrsgFttoRs- R2018- Mar-06 16:29:29Aft Igh1-Suite® Universal 2018 18.0.10 RSU23828 Page B osaCGRE% Lot31KensingionReserveSantaRosaCGRE.rup Calc - MJ8 House faces: E I. wrightsofr Duct System Summary Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone. 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: Ryan Homes 3751 HANWORTH LOOP, SANFORD, FL 32773 Job: Lot3lKensingtonReserv... Date: 3/31 /2015 By: FJF Heating Cooling External static pressure 0.40 in H2O 0.40 in H2O Pressure losses 0.06 in H2O 0.06 in H2O Available static pressure 0.34 in H2O 0.34 in H2O Supply / return available pressure 0.170 / 0.170 in H2O 0.170 / 0.170 in H2O Lowest friction rate 0.260 in/100ft 0.260 in/100ft Actual air flow 1283 cfm 1283 cfm Total effective length (TEL) 131 it Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (it) Trunk Bdrm 2 C 1992 69 80 0,399 6.0 Ox 0 VIFx 15.3 70.0 Bdrm 3 C 1474 44 59 0.383 6.0 Ox 0 VIFx 18.8 70.0 Sthrrn 1 h 321 15 13 0.443 4.0 Ox 0 VIFx 6.7 70.0 Dinelte/Kilchen h 1861 84 83 0.310 6.0 Ox 0 VIFx 14.5 95.0 Sti Dinette/Kilchen-A h 1861 84 83 0.302 6.0 Ox 0 VIFx 17.7 95.0 st1 Great h 5376 243 208 0.267 9.0 Ox 0 VIFx 32.1 95.0 st1 Laundry C 820 2 33 0.451 4.0 Ox 0 VIFx 5.4 70.0 Morning h 6306 285 265 0.260 9.0 Ox 0 VIFx 25.9 105.0 sti Mstr Bdrm C 3645 92 146 0.372 8.0 Ox 0 VIFx 21.4 70.0 Mslr Blhrm C 798 25 32 0.429 5.0 Ox 0 VIFx 9.2 70.0 Mstr WC c 34 1 1 0.433 4.0 Ox 0 VIFx 8.5 70.0 Mstr WIC h 1224 55 46 0.445 5.0 Ox 0 VIFx 6.4 70.0 Powder h 231 10 9 0.305 4.0 Ox 0 VIFx 16.4 95.0 st1 Study h 3622 164 116 0.296 7.0 Ox 0 VIFx 19.7 95.0 sti loll h 2452 111 108 0.369 6.0 Ox 0 VIFx 22.2 70.0 Name Trunk Type Htg cfm) Clg cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk SO Peak AVF 870 764 0.260 623 16.0 0 x 0 VinlFlx 2018-Mar-O6 16:29:30 1 wrightsoft- Right Universal 2018 18.0.10 RSU23828 Pape 1riw..•..-.o-. 9 osaCGRE\Lot3lKensingtonReserveSantaRosaCGRE rup Calc a MJ8 House laces: E Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 1283 1283 0 0 0 0 Ox 0 VIFx wrightsoW 2018-Mar-06 16:29.30 C. . , , ,. ".,, „a,,,, Right -Suite® Universal 2018 18.0.10 RSU23828 Pape 2Z&...osaCGRE\1ot31KensinglonReserveSantaRosaCGRE.rup Calc a MJ8 House laces: E 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: This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). Energy Performance Level (EPL) Display Card (one page) HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report (usually one page) If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® - USRCSB v6.0 3/6/2018 4:56:55 PM Page 1 of 1 kitchen vent to l0X3 1/4' wall cap 3" bath duct to roof cap w/fan Nutone 696RNB 3) zg-804 u I I MOREEi V ROOM I I265 12xl2 lwcd (I Q 9' If I lb fl i I I I D1N1r'ITE I iI= ENI I I lOx6 wcd 10x6 lwcd I 85 — 85 6' 4. 6' 8x4 lw I IFUWUEK V4 C& 1Li2x6lwcd S- 4'a FOYER 20x6 wall 9 46-ON 46-841 II I II I I I I EMY I PORE I a•-V cl& iwl rA d1 r GREATROOM 210 14x8 lwcd 9' I-1 I I I III I I I LLL___ 3. 5 TON W/8KW @240V 1PH 18xl3 plen 24xl4 rad platform by bldr scale 11/8'=1'0' z-1 2- CAR CL GAAR AGE Transfer duel@/Ales sized In compliance with Florido Residential Building Code - M1602i4 Balanced Return Air, exceptlgns 1-3. Bulkier must provide unrestricted 1 Inch undercut on doo`s—t-b habitable 16'- 0' x 1'-01 C&W- 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL Must have a mInlnum clearance of 4 Inches around the alr handler per the State Energy code, All duct has an r=6 Insulation value. Rating W Ul d Z n, U a c o in o O l- I Z O d 1-1 U C 4-' (4 4 j C Z Ce) LL_ d .- 4 Ld M -7 Q V) (') Y o L1_ Z O N m w Z o Z Cl ui J Q H m Q O 1 O Z Q mOLJ( n00 14' dryer duct to roof cap w/drver vent box I VVCa 110x6 lwcd 11 5' 15 4N 3' bath duct 8 ;4 lwcd to roof cap to lwcd w /fan 20x6 wall Nutone 696RNB d-e ua 4-01 5- Ox6 lwcd 18' 3" bath duct to roof cap w/fan Nutone 696RNB 6GiEl6 Omm'S SEM W-P otia 16x16 rag 14' lOx6 lwcd 110 6' 20x6 all rag 60 lOx6 lwcd 0 IIW-V "A W lwcd 145 m l3'-4W-4' 0-0 CIA CAWW) Rating Must have a mInlnun clearance of 4 Inches around the air handler per the State Energy code. All duct has on r=6 Insulation value. z O_ N_ 00 w w 0 O O w w W U1 d z Qi :n Q E o F-- O Q C +1 ( d C Z d LU Q ( MY z O N w > z o J Q m D J O Z) mQJ(n Ln I O CU M M 0 ILO'% I 1 I/ONZ WUG! t' =-r ,u utcU CUPY F +i 4 U ,V12gi/ SC/EfV-77c- /Pvc Dw '-' X--, cre l U/ w y Y IIXW17v v I- .yam z' VTR a S ol iZ 11` 34 V u 3 r r 2 LAW 3 k05 SgNFpRpiO QgR1TAti 18- 1514 10 44ifPvc si-D oov' M 4VWdy%-, Y4& 1#av KID RECORD COPY DESCRIPTION AS FURNISHED: Lot 31, KENSINGTON RESERVE,* as recorded in Plat Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. OP PLOT PLAN FOR / CERTIFIED TO: Ryon Homes/NVR inc. LOT 41 , LOT 40 LOT '39 I SO0919'09'EN 60.00' LOT 30 151y---- o-\ N, DATE.-- ok to construct single family home with setbacks and impervious area shown on plan. 3(o. (o 10 ,rnP. B.B.) SOOR19'09'E' — 60.00' HANWORTH LOOP 50' R/W (PRIVATE ROAD) w LOT 32 tiI A 214 - J 1 r P i• 4, V PROPOSED = FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY nV 2c l1cuvnt,na:gZI rVKIVI2r FRONT FRONT = 5 PERDRAINAGEPLANSPLOTPLANAREACALCULATIONSREAR20' PROPOSED DRAINAGE FLOW 0 IMPERVIOUS COVERAGE = 2.525t SQUARE FEET OR 36.6X SIDE = 5' FOR 40' LOTS LOT GRADING TYPE A O eLOT CONTAINS 6,900t SQUARE FEET SIDE = 7.5' FOR 60' LOTS PROPOSEO FINISH fL00R PER PLANS a 28.3' LONG AREA CONTAINS 1,714t SQUARE FEET SIDE 10' FOR 75' LOTS CONE LANAI PORCH CONTAINS 810t SQUARE FEET SIDE STREET = 25' CR USENME'YER SCOTT ASSOC, INC. - LAND SURVEYORS P PUT r FIELD IP. IRON PIPE IR IRON ROD CA CONCRETE MONUMENT SET IR. 1/2' IR ./RLB 4"6 REC. RECOVERCO Pal. POINT Or KBURRNG PEEL. POINT Or WNNENCENEM CCNTERLINE NLD NAIL DISK R/ V RIGHT -Or -VAT ESMT. DRAIM. EASEMENT WRAINGEUTIL U7ILIIA CLYE CHAIN LINK rCNCC VDFC. VOOD FENCE CTB P.C. CONCRETE BLOCK PONT Or CURVATURE P. T. POINT Or TANGENCT DESC. DESCRIPTION R LRADIOS ARCLENGTHD DELTA C CHORD C. A. CHORD WARING 5400 E. COLONIAL OR. ORLANDO. FL. 32807 (407)-277-3232 FAX (407)-658-1436 PaLTIP. POINT ON LINE TYPICAL NOTES PRG ttPOINT or RNOKC CURVATURE POINT Or COMPOUNDCURVATURE I. THE UNDERSIGNED DOES NEREBY CERTIFY OAT THIS SURVEY MEE15 ME STANDARDS or PRACTICE SET rmw or TINE naR101 BOARD OF M RDDIR PROFESSIONALSURVEYORS AND MAPPERS IN CHAPTER W-17 FLORIDA ADYINISON7IVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES MR. Nml-RADIK IUNLESS IOLIOSSID WON SURVEYOR'S SIGNATURE AND ORIGYML RASED SFAL. THIS SURVEY NAP OR COPIES ARE NOT VAU0. V. P. VITNCSS POINT J. 00 SURVEY WAS PREPARED FROM TOLE IWQRA44MM FURNISHED TO THE SUTNEYM THERE NAY BE OTHER RESTRICTIONS CALL. CALCULATCD OR EASEMENTS THAT AFFECT THIS PROPERTY. p CRRANCHT REFERENCE MONUMENT 4. NO UNDERGROUND IYPAOVEMENIS HAVE BEEN LOCATED UNLESS O7HlARTSE SHOWN. FF. LSLFINISHED FLOOR CL[VATIa BUILDING SETSACN LINE THIS SURVEY 5 PREPARED FOR THE SOLE BENEFIT OF THOSE CERMED TO AND SMOIRD NOT BE RELIED UPON Dr ANY OTHER MTV. 3A KNCHDARK DIMENSIONS SHOWN CDR THE WIATMDN.OF IMPROVEMENTS HEREON SNWLD NOT BE USED TO REWNSMUCT DOWOUIT UNEA LL MSC KARING 7. BEARINGS, ARE BASED ASSWIL DL7UM AND ON THE LINE SHOWN AS BASE BEARING (&&) EILVARONS IF SHOWN, ARE BUSED ON W.TIO AL GEDDrnC VERTICAL- DATUM OF 192P. UNLESS OTHERWISE NOTED. L CERTIFICATE OF AUOIORI7ATON llo 4300. 1 NORTH CERTIFIED BY: TO ORUSEN R.L 4 _ JAM W. SCOTT R.L.S / 4801 I SCALE I- 1' - 20 ----4. 1 DRAWN B7^ ••• I . AP PLOT PLAN 02-27-2018 1107-18 - — THIS BUILDING/PROPERTY DOES NOT LIE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER nRM' ZONE ' X' MAP / 12117W000F (09-28-07) RECORD COPY City of Sanford Building and Fire Prevention Product Approval Specification Permit # Project Location Address, 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.floridabuildin4.or4. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Therma Tru Smooth Star 15000.2 / 15000.4 Sliding Ply Gem 4780 SGD 14634 - R3 Sectional Wayne Dalton 9100 - #0600 / #0607 9147.11/8174.2 - R12 Roll U Automatic Other 2. Windows Single Hung Ply Gem 1500 16103 Horizontal Slider Casement Double Hun Fixed Ply Gem 1500 16104 Awning Pass Through Projected Mullions Ply Gem 1500 16118 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits Aluminum Coils Inc. Aluminum Soffit Panels 12194 - R7 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CertainTeed Corp. CertainTeed Asphalt Roofing Shingles 5444 - R12 Underla ments InterWrap Inc. Rhino Roof Underla ment 15216 - R3 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millennium Metals Inc. MMI - 2B Off Ridge Vent 16568.2 - 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 Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Lott's Concrete Products Lintel 17867 - R1 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Tracy McDonald Please Print) June 2014 Coristrudtfon Roducts 1. Product Name Grace Vycor® Plus Self -Adhered Rashing 2. Manufacturer Grace Construction Products 62 Whittemore Avenue Cambridge, MA 02140 866) 333-3SBM (3726) Fax: (410) 431-7251 www.gacecDmlmchon.com www,graceattrome com 3. Product Description BASIC USE Grace Vycor® Plus Self -Adhered Rosa ft Is a sg-seafing, fully adhered composite flexible flaftg designed to protect aifical non -roof decals from air, water and moahue Inlittratiion. It provides an excellent positive seal around the outside and Inside of doors and windows and can be used to seal joirris, searre, holes and other undesirable openings in wall systems. COMPOSMON & MATERIALS Grace Vycor Plus Self -Adhered Rashing is a 25 mil (0.64 mm), cold applied self -adhering membrane consisting of a 3 mll (0A7 mm) high density, cross -laminated polyethylene film coated on one side with a 22 mll (0S6 mm) layer of rubberized asphalt adhesive. For ease of application the rots are interwound wtih a disposable dicone coated release sheet. The flashhg is a dark gray -black Grace Vyoor Plus Self -Adhered Hashing is now ava0able with RiPCORDI , a cord embed- ded in the adhesive layer that allows split release on demand. RIPCORD makes the mem- brane installation faster and easier and enables proper integration with the other waterproofing elements of the wall system. Pruning is generally not required for most subslrates provided they are dean and dry. However, on concrete, masonry and DensGlass Gold® apply Pernr-A-Banier® WB Rimer. If adhesion is found to be marginal, also prime wood composition and gypsum sheathing with Perm-A-Barder WB Primer. The coverage rate for Perm -A Barder.WB Rimer is 250 - 350 ft2/gal 6 - 8 rr?/Q. Spa Grace Vycor PIUs Self -Adhered Rashing is 6voloble in 75 (22.9 m) rolls in widths of 4°, 60, 9' and 12' (IM 1W, 225 and 300 mm), The 4' 100 mm) width 4 packaged 18 rolls per car- ton: the 6' (150 mm) is packaged 12 rolls per carton: and the 9' and 12' (225 and 300 mm) ore packaged 6 rolls per carton. UMITAT10NS Grace Vycor Plus Self -Adhered Rashing must not be applied in areas where R will be per- manently exposed to sunlight and must be covered within a reasonable amount of time not to exceed 30 days. Grace Vycor Plus should not be used in hot desert areas in the southwestern united States. The following sealants are chemically com- palible with the adhesive side of Grace Vycor Plus Self -Adhered flosbrrg if the specific formu- lation does not contah hydrocarbon solvents: silicone, acrylia butyl, 1-part polyurethane and 2-part polyureftmne. This flashing is hwmpc& ble with creosote: joint sealants containing pal afte polymer or hydrocarbon .solvents; products manufactured from EPDM and flexi- ble PVC and certain caulks For more dorma- tion refer to Tecinical Letter L ''Chemical Compatibility with Other Building Materials and Sealants.' Grace Vycor Plus Self -Adhered Rashing is designed for NON-ROOFfiashing applications. The membrane Is slippery - do not use on the roof. DO NOT walk on the membrane. 4. Technical Data APPLICABLE STANDARDS ASiM International ASIM CBW Standard Spedficallon for High Solids Contend Cold Ugdd-Applied Bastomedc Waterproofing Membrane for Use with Separate Wearing Course ASTM D412 Standard Test' Methods for Vulcanized Rubber and Thermoplastic Rubbers and Thermoplastic Bastomers-Tension ASIM D570 Standard Test Method for Water Absorption of Rastics ASTM D903 Stardard Test Method for Peel or Stripping Strength of Adhesive Bonds ASIM D1876 Standard Test Method for Peel Resistance of Adhesives U-Peel Test) ASiM DIM Standard Spedfication for Self- Acrering Polymer Modified Bihunuiaus Sheet Materials Wed as Steep Roofing Undedayment for Ice Dam Protection ASTM D3767 Standard Practice for Rubber - Measurement of Dlmerdons FLEXIBLE FLASHING 07650 Grace Construction Products PHYSICAUCHBACAL PROPEIM See Table L 5. Installation STORAGE Protect materials from rain and physical darn - age. Pallets of Grace Vycor Plus Self Adhered Flashing should nat be double stacked on the jobsite. Provide cover on top and all sides, allow- ing for adequate ventilation. Store this product in ft odghd unopened packaging at ambient temperatures between 40 - 90 degrees F (5 - 32 degrees C), under dry cwndtiors and away from exposure to direct sunlight. Store all prod- ucts in a dry area away from high heat, flames or sparks. Store only as much material at point of use as Is required for each day's work. SWIRONMENTAL CONDMONS Grace Vycor Plus Self -Adhered Rashing can- not.be applied to moist or damp surfaces. After precpttation, allow a minimum of 24 hours for drying before installing the flashing, Grace Vycor Plus Self -Adhered Hashing can be applied at air and surface temperature of 25 degrees F (4 degrees Q and above. APPIJCATION METHODS Surface Preparation Substrate must be smooth dean, dry and free of voids, spoiled areas, loose substrate, loose nail, other sharp protrusions or other matter that will hinder the adhesion or regularity of the flashing Installation. Clean loose dust or cut from the surface wherever Grace Vyoor Plus Self -Adhered Rashing Is to be applied by wip- ing with a dean dry cloth or brush. If the flash- Ing does not adhere properly to the substrate, apply PermA-Barrier WB Primer at a coverage rate of 250 - 350 ftZ/gal (6 - 8 m'/L). Allow primer to dry completely, approk mately 1 hour depending on weather condr bons, before application of flashing. Excess primer will not Improve the adhesion of the flashing. The primer Is considered dry when the substrate returns to its original color, mini- mum 1 hour. If primed areas are not covered that day, reprime area If there Is signbficont dust or dot contamination. Rasping Application Install the membrane following the shingle principle: Apply the top membrane layer over the bottom layer so that the system sheds water. For ease of installation, .Grace Vycor Plus Self -Adhered Rashing has measure mark- ings at 6' and 12' (152 and 305 mm) intervals. Cut Vyoor Plus into appropriate lengths. ti G47A° aro tA1NIF98.a ors reydemd budmnb of Read rtr belly ten pmt aAlA land eo danm to Uie edlaH dyb Reed Cotub.d.., SPECIV 0 Use RIPCORD to split the release paper and adhere half of the membrane, If necessary. Peet release paper from roll to expose a b- berized asphalt and position flashing to cen- ter over joint location before applying. Move along opening or joint, being careful to put flashing as evenly as passible over the open- ing and avoiding fishmouths along the edges. Roo flashing firmly into place to ensure contin- uous and hTtimate oontact with the substrate. H wriddes develop, carefully cut out affect- ed area and replace In the similar procedure outlined above. The repair piece also must be pressed Into place as soon as possible to ensure continuous and intimate contact with the substrate. Grace Vycor Plus Self-Adhhered Flashing must be continuously supported by the sub- strate and must not span or bridgb joints, gaps or voids in excess of 114- (6d mm). End laps that occur in subsequent lengths must maintain a mkilmum overlap Of 30 (75 mm). PROTECTION Grace Vycor Plus Self -Adhered Flashing must be protected from damage from other trades or construction materials. SAFETY, STORAGE & HANDLING Grace Vyoor Plus Self -Adhered Flashing prod- ucts must be handled property. The best infor- mation on safe handiro storage, personal protection, health and environmental cor dd- oratiors has been gathered. Material Safety Data Sheets (MSDS) are available from the manufacturer upon request. M users must acquaint themselves wfthh this Information. carefully read detailed precaution statements on product labels and MSDS before use. 6. Availability & Cost AVAIIABIUTY A nationwide network of distnbutors conies Grace Vycor Plus Self -Adhered Flashing prod- ucts. Contact a Grace Construction Products representative for ordering and delivery information. COST Grace Vyoor Plus Self -Adhered FlashN Is compefitively priced. For specific information contact a Grace Construction Products repre- sentative. FLEXIBLE FLASHING 07650 Grace Construction Products TABLE 1 TYPICAL PHYSICAL PROPME OF GRACE VYCOR PLUS S91`ADWM FLASHING Properly & test Typiccil value cow Gray4oc k Thidmess ASTM D3767, Method A 25 nrA Ph4 mm) Low temperaure flex Wdy, ASIM D1970 Unaffected at -45-F (-43-C) Elongation, Ultunate fcke of rubberized lnphdt, Per AM D412 2DO% mWmurn Cracked gduig 100 cycles per ASIM C836 Lhroffeded at -25-F (-32-G) Lap adhesion at mk*= application temperature. ASTM D1876 Modfled 60 pfl (875 N/m) width Adhesion to comet® at minhwn gwlcafion temperature, 60 plf (875 Nhn) width ASTIA D903 7. Warranty Grace Vyoor Plus Self -Adhered Flashing is war- ranted at the time of shipment to meet Grace's published specifications. 8. Maintenance Grace Vyoor tits Self -Adhered Rasturhg, when Installed In accordance with manufochrer's recommendations, and not require maintenance. 9. Technical Services FUTI *ne, techr ically trained Grace Construction Products representatives and tedvhical person- nel backed by research and development staff, provide support. 10. Fling Systems First SourceTM' Additional product mrmation 4 available from the manufacturer. hN rz Groc9 &ctL-osn ropesme kit,, dbn haevAbehdP%L# h bmed riot ddo and blawted0e oormdaed fobs Use O d aaoo- roteadbcffined1a1hetae5'cv31dadluLhnredip ftwdva- ufcvFlor bd vie do rot wmW f113 m1fda to be oW*ed Re— read d daftnerd416=mwddbre and h mrj— fim va ar wti0 d wra uNch aptly to of goods Railed bV to No daletna t rewlrna dotlul ar agpe¢fton h trdaded fat aN toeMicaWGddhWW0WPlodQaWVVt.W.P-Gmw&G 6 con 62 Wratemore & am Owbidp MA MM In 0maft Grace 000do Vr— 294 aaoafh Rood Well. Ah= ordm4 Cando us sce ndhale PearrA eu11a and Vym ae reddened trodatnda, ad ba Uodarluk of W. R Grace & kb.-0an . Dw6Gas Gdd b a regb'; , trodanafk d Geaaoafmlc oapmdla QpA ttM04W.RQ=&(hLbm VON . P*hd rn fhs U5A W4 APWI M m'dMMLL . 1I,dbWW=tsdMd0-WAnhe1NtmpadSfWDWfmml= mo1oeredaMWsb% Al Reed Construction o.r...,a...n......a....w...ww-+o.ta lnd-iui-m-ow.5fbdJba Oota. trlydt Rowed Flashing Application Instructions fot Windows WINDOW INSTALLATION METHOD A: BEFORE WEATHER -RESISTIVE BARRIER Based on the climatic conditions and the exposure of the window, there are a number of different flashing options. The method below is only one of the recommended options (see Detail VCRDEf-102) which meets AAMA criteria. Refer to the subsequent details (VCRDET 100 to 106) for additional flashing options located on pages 27-33. 11 0 Step One: Pre-cut the Grace Vycor Plus flashing using the measurement markings. The length of the flashing should extend beyond the sill equal to the width of the jamb flashing (see Table I, page 6). Step Two: Before installing flashing on sill and jambs, locate the RIPCORD. 13 ra f: • Step Three: Rewind the pre-cut flashing. Position inside rough opening on the vertical jamb 9 inches up on each side. Apply to win- dowsill, removing half the release paper and exposing the adhesive. Roll firmly into position. Make vertical relief cuts starting from corner of win- dow sill upward. Roll firmly into place as necessary. Note: Do not remove the release paper on the bottom half of the flashing until future tie-in with the weather -resistive border. Split the release paper Install window as per manufacturer's recommendation. in half allowing for easy If sealant is used, ensure all excess sealant is removed from installation. nuiling flange and surrounding area to provide a smooth con- tinuous substrate. (ASTM does not require o sealant on top of window flange when using self -adhered flashing.) 17-0 Ej Flashing Application Instructions for Windows WINDOW INSTALLATION: METHOD A BEFORE WEATHER -RESISTIVE BARRIER (continued) Step Four: Apply the pre-cut jamb flashing onto the nailing flange. Position above the headflange. Unroll flashing and expose adhesive by removing the release paper. Roll firmly into place as necessary, Repeat on the other side. 13 Step Five: Install the pre-cut flashing over window head flange by removing release paper. Roll firmly into place. Mechanically fasten head flashing at top outermost corners, as necessary. Step Six: Install weather - resistive barrier as per manufacturers recommendations. Position weather - resistive barrier under sill flashing. Remove remaining halt of the release paper from the sill flashing. Adhere to weather -resistive barrier to ensure a water shedding tie-in. El 13 Flashing Appl'icatioe Instructions for Windows WINDOW INSTALLATION METHOD B: AFTER WEATHER -RESISTIVE BARRIER In this option (see Detail VCRDET 100) the weather -resistive barrier has already been installed before the window and flashing. Step One: Cut and remove weather - resistive barrier from rough opening of window sill. Secure, if necessary, to face of sill. Score and fold weather - resistive barrier above header. Temporarily secure to allow for flashing installation. Step Two: Pre-cut the Grace Vycor Plus flashing using the measurement markings. Use caution when cutting the membrane. Step Three: Before installing sill flashing, locate the RIPCORD. Split the release paper in half allowing for easy installation. El FloShing Appliiatibfi Instructions for Windows WINDOW INSTALLATION: METHOD B AFTER WEATHER -RESISTIVE BARRIER (continued) 15 Step four: Reroll the pre-cut flashing. Position inside of rough opening on the vertical jamb. Apply flashing to window sill by removing half of the release paper and exposing the adhesive. Roll firmly into position. Make vertical relief cuts starting from comer of windowsill upward. Roll firmly into place as necessary. Note: Do not extend sill flashing beyond outside edges of jamb flashings. Install window as per maaofacturees recommendation. If sealant is used, ensure all excess sealant is removed from nailing flange and surrounding area to provide a smooth continuous substrate. Is Step Five: Apply the pre-cutflashing onto the nailing flange after window has been installed. Position jamb flashing above the head flange. Note: Do not remove the release paper on the other half of the flashing if future tie-in with top of vinyl sid- ing is required by others see Detail VCRDET107). Unroll flashing by removing the release paper exposing the adhesive. Roll firmly into place as necessary. Repeat on other side. n Floshing Applitation• Instructions for Windows' WINDOW INSTALLATION: METHOD R AFTER WEATHER -RESISTIVE BARRIER (continued) Step Six: Install pre-cut flashing over the window head Range by removing release paper, exposing the adhe- sive. Roll firmly into place. Mechanically fasten head flashing at top outermost comers, as necessary. i- : ' Step Seven: 7 _ Remove temporary secure- ment of weather -resistive barrier above header. Fold over head flashing. Seal with weather -resistive barrier seam tape. Insf all siding and flashing below window as per siding manufacturer's or Vinyl Siding Institute recommendations. I$ Step Eight: Flashing should be long enough to direct water over the nailing flange of the last course of siding see Detail VCRDET 107). Trim excess flashing that hangs below the nailing flange. Discard in appropriate manner. Note: These same steps can be used for other accessory openings i.e. under doors, electrical outlets. Flushing Application Instructions for Doors DOOR INSTALLATION Like flashing windows, Grace Vycor Plus is also the product of choice for flashing around doors. 11 I Step One: Using the measurement markings, pre-cut a 12 inch piece of Grace Vycor Plus. Install onto ledger board. 12 13 Step Two: Install the weather - resistive barrier as per manufacture's recom- mendation. Cutoutthe weather -resistive barrier from rough door opening. Remove also from inside bottom of sill. Step Three: Install comer patch under- neath the weather -resistive barrier as per Detail VCRDET 201. Repeat on other side.' . Note: Bowtie corner patch option is shown in photo. For door installation detail refer to page 35 (VCRDET 200). For deck installation detail refer to page 31(Detail VCRDET 300). For complete deck installation guidelines consult the deck section of this book. 2O Head flashing tie-in instructions: Flanged Window VCRDEFtoo 1. Cut, fold up and temporarily secure weather -resistive barrier above header to Flashing Installation After Weather Resistive Barrier allow for flashing installation 2. Install Grace Vycor Plus head flashing MECHANICALLY FASTEN WEATHER- FOLD UP WEATHER- BARRIER & under weather -resistive barrier AS NECESSARY IN RESISTIVE BARRIER TEMPORARILY SECURE 3 Fold weather -resistive barrier back over CORNERS THROUGH GRACE VYCOFP PLUS head flashing and seal with tape Notes: 1. For the most current details, installation VRAr,M-; ,video SHEATHINGETEXTERIOR and product information, see our SILLPLATE web site at www.graceconstruction.com TAM FOR OPTIONS) oe 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Remove weather -resistive barrier from top 4 4 GRACE VYCORM PLUS of window sill plate 5 • '' r 4. Install Grace Vycor Plus in order shown by numbers e: ev,aw+: '! ' Do NUT pU69H OVER B9= M NAILING RMlGE 5. Install Grace Vycor Plus and weather - resistive barrier to form water shedding laps 6. Detail also relevant for Grace Vycor V40 Flanged Window VCRDEr-1o1 Option 1- low Exposure Notes: MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE VYCORoPLUS --1 GRACE VYCOR® PLUS DO NOT FLASH OVER BOTTOM NAILING FLANGE - EXTERIOR SHE SILL PLATE SEE VCRDET 1oe FOR OPTIONS) 1. For the most current details, installation video and product information, see our web site at www.graceconstrucbon. com 2. RIPCORD° ( Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus in order as shown by numbers 4. If applicable, leave release paper on lower half of sill flashing until future tie-in 5. Install Grace Vycor Plus and weather -resistive barrier to forth water -shedding laps 6. Detail also relevant for Grace Vycor V40 sm rn A CP a Irr H Flanged Window VCRDEr-102 Option 2 - AAMA Recommendation Notes: NAILING FLANGE MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE VYCOR® PLUS--1 GRACE VYCOR® DO NOT FLASH OVER — BOTTOM NAILING FLANGE EXTERIOR SHEATHING 1. For the most current details, installation video and product information, see'our web site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation Q 3. Install Grace Wcor Plus in order shown by numbers 4. If applicable, leave release paper on lower half of sill flashing until future tie-in GRACE VYCOR® PLUS 5. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps 6. Detail also relevant for Grace WcorV40 Flanged Window VCRDEr--103 - Option 3 - Severe Exposure Notes: MECHANICALLY FASTEN A5 EXTERIOR SHEATHING 1. For the most current details, installation NECESSARY IN CORNERS swvideoandproductinformation, see our webTHROUHGRACE , VYCOR PLUS ' site at www.graceconction.com z ? 2. RIPCORD® (Split Release on Demand) can be SILL PLATE removed from Grace Wcor Plus for ease of SEE VCRDEr-106 4 :.`.O. • ; FOR OPTIONS) installation 3. Install Grace Vycor Plus in order shown by numbers 4 J .:• / v GRACE 4. If applicable, leave release paper on lower GRACE d VYCOR® PLUS half of sill flashing until future tie-in PLUS i 5. Install Grace Vycor Plus and weather -resis- tive barrier to form water -shedding laps 6. Detail also relevant for Grace Vycor V40 DO NOT FLASH OVER BOTTOM NAILING FLANGE Half Round Window VCRDEr-104 Option 1- low to Moderate Exposure Notes: PUMTO TEG'MmW%.— LETTER -I ON CHEMICAL COMPATIBILITY WITH NA)UNG RANGE DO NOT FLASH OVER BOTTOM NAILING FLANGE F CTERIORSHFJ TNING 1. For the most current detai Is.. installation video SEEVCRDETITIB PBILLPLATEandproduct information, see our web site at P ; , , FOR OPTIONS) www.graceconstruction.com GRACE® WCOR 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus in order as shown by numbers GRACE 4. Mechanically fasten as necessary VYCOR0 PLUS ti 5. If applicable, leave release paper on lower CORNER PATCH SEE VCRDoFrnOT-M half of sill flashing until future tie in FOR6. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps 7. Detail also relevant for Grace Vycor V40 Half Round Windom[ VZRDEr105 Option 2 - Severe Exposure Notes: REFER TO TECMF-AL— LETTER 01 ON CHEMICAL COMPATIB1uTY MN NAILING FLANGE DO NOT FLASH OVER BOTTOM NAILING RANGE 1. For the most current details, installation video and product information, see our web site at www. graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus in order shown by numbers 4. Mechanically fasten as necessary 5. If applicable, leave release paper on lower half of sill flashing until future tie-in 6. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps 7. Detail also relevant for Grace VycorV40 Sill Plate Options WRDEr--106 NOTE #2 OPTION - A GRACE VYCOR® PLUS WOODEN SIDING SILL PLATE SEE NOTE #2 WALL SHEATHING J VINYL OPTION - B CORNER PATCH OR COMPATIBLE SEALANT WOODEN FURRING STRIP SILL PLATE v I WALL SHEATHING J Tie-in with Vinyl Siding at Window Sill VCRDET--107 Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Remove weather -resistive barrier from top of window sill plate 4. Install sill flashing as shown at left 5. Install Grace Vycor Plus around remaining Window unit per Grace Window Details VCRDET 100 to 105) 6. Install Grace Vycor Plus and weather - resistive barrier to form water -shedding laps 5. Option C: Install wooden furring strip on top of wooden siding prior to Grace Vycor Plus B. Detail also relevant for Grace Vycor V40 Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstrudon.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Phis for ease of installation 3. Install Grace Vycor Plus and weather -resistive barrier to form RD® RELEASE ON DEMAND') water -shedding laps 4. Remove weather -resistive barrier from top of window sill plate SILL PLATE 5. Leave release paper on lower half of Grace Vycor Plus Sill SEE VCRDET 106 FOR OPTIONS) Flashing until future tie-in B. Extend Grace Vycor Plus over nailing flange of the last com- plete course of siding panel and trim Grace Vycor Plus to L SHEATHING protect from permanent exposure to W 7. Install Grace Vycor Plus around remaining window unit per Grace Window Details (VCRDET 100 to 105) NEATHER-RESISTIVE WMER (OPTIONAL) B. Detail also relevant for Grace Vycor V40 9. Leave release paper on or other bond breaker between Grace Vycor Plus and vinyl Outside Corner VCRDET-500 Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com WEATHER -RESISTIVE BARRIER (OPTIONAL) Y. SHEATHING 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus in order as shown by numbers 4. Mechanically fasten as necessary 5. Install Grace Vycor Plus and weather -resistive O Y z barrier to form water -shedding laps GRACE a•' • VYCOR PLUS 6. Detail also relevant for Grace Vycor V40 GRACE VYCOe PLUS CORNER PATCH REFER TO VCRDET-504 FOR OPTIONS) Wall -to -Wall Outside Corner VCRDEF-501 Notes: GRACE VYCOR PLUS SIDING R S 1. For the most current details, installation Video and product information, see our web site at www.graceconstrucbon.com 2. RIPCORD! (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus and weather -resis- tive barrier to form water -shedding laps 4. Extend Grace Vycor Plus beyond joint between siding and comer post/boards - 5. Install Grace Vycor Plus on outside comer for the height of the wall 5. Detail also relevant for Grace Vycor V40 Inside Corner VCRDEF-5D2 RUBBERMW Notes: RUBBI ASPH/ ASPHALT ADHESIVE tE ED RELEASE R @VZME FOMM $=M PMZASE PAPER i08WMADW-VAA9WWiM MECHAN1cALLY FASTEN As NECESSARY IN CORNERS THROUGH GRACE UNDERLAYMENT 1. For the most current details, rnstalmuon video and product information, see our web site at www.graceconstruction.com 2. RIPCORD' (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Use a square piece of membrane (3 inches x 3 inches minimum) for inside comer 4. Use RIPCORD (Split Release on Demand) for ease of installation and to minimize scoring release paper 5. Fold as shown by arrows _ 6. Angle of comer may vary, adjust folding of the membrane accordingly to fit tightly to comer . 7. Install Grace Wcor Plus and weather -resistive bar- riertoform watersheddiing laps B. Detail also relevant for GraceVycorV40 Wall - to -Wall inside Corner VCRDEr--503 Notes: VINYL SIDING VYCORI SIDING WOOD SIDING 1. For the most current details, installation video and product information, see our web site at www.graceconsWction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus and weather - resistive barrier to form water -shedding laps 4. Extend Grace Vycor Plus beyond joint between siding and comer post/boards 5. Install Grace Vycor Plus on inside comer for the height of the wall 6. Detail also relevant for Grace Vycor V40 Corner Detailing Patch Options WIDET-504 Notes: 1. Far the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD* (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Remove release paper at time of installation of comer patch 4. Nominal patch sae is 3 inches x 3 inches 5. Detail also relevant for Grace Vycor V40 Option -A , PATCH -A Option-B O.' PATCH-B Option-C PATCI I RELIEF CUT r,^ 1 v1 r- INSTALLED AT CORNER rY11 - - INSTALLED AT CORNER PATCH-C INSTALLED AT CORNER Foundation Sill Plate VCRDET--505 Oplon 1 Notes: WEATHER -RESISTIVE BARRIER (OPTIONAL)-1 1 For the most current details installation EXTERIOR - SHEATHING GRACE VYCOR® a STUD WALL SILL SEAL GRACEVYCOR® PLUS FOUNDATION WALL video and product information, see our web site at www.graceconstruction.com 2. RIPCORD° (Split Release on Demand) can be removed from Grace Vycor* Plus for ease of installation 3. Install Grace Vycor Plus in order shown by numbers 4. Install Grace Vycor Plus and weather-resis- tive barrier to form water -shedding laps 5. If priming is necessary, use Perm -A Barrier WB Primerto promote adhesion to concrete 6. Detail also relevant for Grace Vycor V40 Foundation Sill Plate VCRDEf--506 Option 2 Notes: WEATHER -RESISTIVE BARRIER (OPTIONAL) 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com SIDING 2. RIPCORD' (Split Release on Demand) can be EXTERIOR STUD WALL removed from Grace Vycof Plus for ease of SHEATHING installation SILL sEAL 3. Install Grace Vycor Plus in order shown by GRACE VYCOR® numbers 4 PLUS 4. Install Grace Vycor Plus and weather -resistive FOUNDATION barrier to form water -shedding laps WALL 5. If priming is necessary, use Perm -A -Barrier WB Primer to promote adhesion to concrete 6. Detail also relevant for Grace Vycor V40 e a . AGeorgia-Pacific DensArmorPlusTechnical Service Hotline 1.800.225.6119 or Interior panels www.gpgypsum.com Manufacturer Georgia-Pacific Gypsum Georgia-Pacific Canada 133 Peachtree Street 2180 Meadowvale Boulevard, Suite 200 Atlarna, GA 30303 Mississauga, ON L5N 5S3 Technical Service Hotline:1-800-225-6119 Description DensArmor Plus® Interior Panels are noncombustible (as defined and tested in accordance with ASTM E136 or CAN/ULC S114) interior panels that consist of a moisture -resistant gypsum core with coated fiberglass mats. The fiberglass mats provide superior protection from incidental moisture. DensArmor Plus Panels arehighlyresistantto•the growth of mold, and have scored a 10, the highest level of performance for mold resistance under ASTM D3273 test method. The core of DensArmor Plus panels is reinforced with fiberglass, increasing the product's strength. The treated core and the coated facings made with fiberglass offer greater moisture resistance and improved dimensional stability than regular gypsum board. The product resists warping, rippling and buckling. They have a tapered edge to receive joint treatment The field of the board can be finished in the same manner as regular gypsum board. DensArmor Plus Interior Panels are GREENGUARD and GREENGUARD Gold Certified for low emissions of volatile organic compounds (VOCs) by a leading third -party organization, UL Environment In addition, DensArmor Plus Interior Panels are listed as GREENGUARD microbial resistant This listing means Denskmor Plus Panels, which feature fiberglass mats instead of paper facings used on the surface of traditional gypsum board products, resist mold growth The microbial resistant test is based on ASTM D6329, a testing standard set by ASTM Intemational, which develops testing guidelines and procedures for building materials, products, systems, and services. DensArmor Plus Panels also are listed in the Collaborative for High Performance Schools® (CHPSO) High Performance Products Database for low emissions of VOCs. CHPS is a national non-profit organization that works with school districts and their design teams to improve the quality of education by using products that have met requirements to receive CHPS credits. Primary Uses Denskmor Plus Interior Panels are an interior wall or ceiling covering material for use in new construction or renovation work They are designed for direct attachment witfi S Ws or nails to wood and metal framing or existing surfaces. They may be used as a covering material for flat or curved structures. Denskmor Plus Panels are manufactured with fiberglass mat surfaces. They have a tapered edge to receive joint treatment Use on interiors of exterior walls, where moisture intrusion is most likely. Use in pre -rock areas, where the windows, doors or roof have not been installed making moisture intrusion inevitable. DensArmor Plus Panels come with a limited warranty against delamination and deterioration for up to 12 months of exposure to normal weather conditions.' Use in wet areas behind tile, such as tub and shower areas, where ASTM C1396, Section 7 is allowed by code. For complete warranty details, visit www.gpgypsum.com. Submittal Job Name Approvals Contractor Date Limitations DensArmor Plus Interior Panels are a non-structural product and should not be used as a nailing base to support heavy wall -mounted objects. Intended for interior applications and soffits in protected areas, DensArmor Plus Panels must be kept dry during storage and handling. Do not use DensArmor Plus® Fireguard® (per ASTM C1658) Panels where there is prolonged exposure to temperatures exceeding 125'F (5TC), e.g. adjacent to wood burning stoves, heating appliances, saunas or steam rooms. Technical Data Rama spread and smoke developed rating of 0/0 when tested in accordance with ASTM E84 or CAN/ULC S102. Noncombustible as described and tested in accordance with ASTM E136 or CAN/ULC S114. 5/8" Denskmor Plus Fireguard panels are UL and ULC Classified Type DAP. 1 /20 and 5/9" DensArmor Plus® Fireguard CO panels are UL and ULC Classified Type DAPC, Decoration DensArmor Plus Interior Panels are designed to accept most types of paints, textures and wall covering materials. Because of the enhanced moisture- and mold -resistant properties of DensArmor Plus Panels, drying times for both joint compound and wall coverings may vary. Always follow paint or wall covering manufacturer's installation instructions when applying either of these finishes. Georgia-Pacific Gypsum strongly recommends priming the surface of DensArmor Plus Panels with a quality, high solids primer/sealer before applying a final decorative material. Priming will equalize the suction variations between the joint compounds and the fiberglass surfaces. If glossy paints are used in such areas as kitchens or bathrooms, skim coat joint compound over the entire surface of DensArmor Plus Panels to reduce highlighting or joint photographing. This method is also recommended in areas with severe natural or artificial side lighting. Handling and Use —CAUTION This product contains fiberglass facings which may cause skin irritation. Dust and fibers produced during the handling and installation of the product may cause skin, eye and respiratory tract irritation. Avoid breathing dust and minimize con- tact with skin and eyes. Wear long sleeve shirts, long pants and eye protection. Always maintain adequate ventilation. Use a dust mask or NIOSH/MSHA approved respirator as appropriate in dusty or poorly ventilated areas.. Stack Denskmor Plus Interior Panels flat on a level surface. As individual sheets are removed for installation, they should be raised up on edge carefully and carried in a vertical position. Appropriate handling for gypsum board is also outlined in Gypsum Association Publications GA-216 and GA 801. Take care to avoid impact, undue flexing and subsequent damage to board edges, ends and comers. Material Safety Data Sheet (MSDS) is available at www.buildgp.com/safrtyinfo or call 1-404-652-5119. Applicable Standards Manufactured to meet ASTM C1658, ASTM C1396 Section 7 and ASTM C1177, continued-1 SM-mps/Sugn tureg Atk Georgia-Pacific DensArmor PI us® , • . ;Technical Service Hotline 1.800.225.6119 or i Interior Panels www.gpgypsum.com Sizes and Edges Denskmor Plus Thickness; l/Z" (123 mm), Width: 4' (1219 mm); Lengths: 8'-1Z' (2438 mm-3658 mm); Edges: Tapered DensArmor Plus Freguard C Thickness:1/2" (123 mml; Width: 4' (1219 mm); Lengths: B'-12' (2438 mm-3658 mm), Edges: Tapered DensArmor Plus Fireguard Thickness: 5/8' (15.9 mmy Width: 4' (1219 mm); Lengths: B'-12' (2438 mm-3658 mm), Edges: Tapered DensArmor Plus Fireguard C Thickness: 5/8" (15.9 mm), Width: 4' (1219 mm); Lengths: B'-12' (2438 mm-3658 mm); Edges: Tapered Physical Properties Installation Dem*mor Plus® Interior Panels should be installed according to the most current versions of Gypsum Association Publication GA-216'Application and Finishing of Gypsum Board for Non -Fire -Rated Construction.' For fire -rated installations, the installation and details shall be in conformity with those assemblies published in the Gypsum Association Fire Resistance Design Manual GA-600, UL and ULC Fire Resistance Directories. Thickness, nominal' 11Z' (1V mm) t 1164.10.4 mm) 1/Y' (12.7 mm) t 11W (DA mm) 5/8' (15.9 mm) t 11W (0.4 mm) 5/B' 05.9 mm) t 1/64' (OA mm) Width, standard' 4' (1219 mm) t 3/32' IN mm) 4' (1219 mm) t 3)32' (2A mm) 4' (1219 mm) t 3/32' (2.4 mm) 4' It219 mm) t 3/321 M4 mm) Length, standard' 8' (2438 mm) to 12' 13658 mm) 8'mm) to 12' (365 (3658 mm) 1121(3658 mm) 112! (3658 mm) t 1/4' (6.4 mm) t 1/4' (6.4 mm) t 1/4' (6.4 mm) t 1/4' (6.4 mm) Weight, nominal, lbs./sq. fL, (Kg/ml Z.0 (9.8) Z.o (9.8) 25(122) 2.4 (12.1) Edges Tapered Tapered Tapered Tapered Permeance', Perms (ng/Pa - s- nM 10(570) 10 (570) 10 (570) 10 (570) Linear expansion with moisture change, in/in %RH (mm/mm %RH) 6.25 x 10' 6.25 x 1O4 6.25 x 1O4 6.25 x 10' Coefficient of thermal expansion, in/n/1(mm/mm/'C) 8.5 x 104 (15.3 x 104) 8.5 x 104 (15.3 x 101) 8.5 x 1 D4 (15.3 x 1 Dsl 8.5 x 104 (15.3 x 1 Ds) Flexural strength, parallel, Ibf.'-' (N) 40 (356) 40 (356) z100 (444) 2100 (444) Flexural strength, perpendicular, Ibf a' (N) Z100 (444) 2:100 (444) 2140 (6Z2) 2140 (622) R Value', ft'--F- hr/M (0- K/1M 5610.099) 56 (0.099) 67 (0.118) 67 (0.11 B) Combustibility' Noncombustible Noncombustible Noncombustible Noncombustible Nail pull resistance, Ibf." (N) 40 (356) zBD (356) 290 (400) 40 (400) Hardness core, edges and ends, Ibf. (N) z15 (67) z15 (57) 215 (67) 2:15167) Water absorption I% of weight)" 5 5 5 5 Surface water absorpbon&4 1.6 grams 1.6 grams 1.6 grams 1.6 grams Surface burning characteristics per ASTM E84 or CAN/ULC S102r 0/0 0/0 0/0 flame spread/smoke developed Humidified deflection" 0/0 sZ/8' (6.4 mm) Z/B' (6.4 mm) s1/8' (3 mm) slAr 13 mm) Banding radius' 6' (1829 mm) 6' (1829 mm) 8' (2438 mm) 8' (2438 mm) Represents appraiumate weight for design and shipping purposes ' Double fasteners on ends as needed Tested in accordance with ASlM C518 ' As defined and tested in accordance with A57M E736 orCAANLC 5114. Tested in accordance with ASTMC473 ' Tested in accordance with A57M E96 (dry cup method) Specified values perASTM C1658 and ASTM C1177 t - Georgia-Pacific Gypsum U.S.A. Georgia-Pacific Gypsum LLC Georgia-Pacific Gypsum II LLC Canada Georgia-Pacific Canada LP SALES INFORMATION AND ORDER PLACEMENT USA West 1-BDD-824-7503 Midwest 1-8004764746 South Central: 1-BOD-231-6060 Southeast 14OD-3Z7-2344 Northeast 1-800-947-4497 CANAa4 Canada Toll Free: 1-8D0-387-6823 Quebec Toll Free: 1-BOD-361-0486 TECHNICAL INFORMATION U.S.A. and Canada: 1-800-7Z5-6119, www.gpgypsum.ccm earn. smeor dk er=ur.WOO mvid 1n4. eon, in eonfu4a TRADEMARKS Unless otherwise noted, all trademarks are owned by or licensed to Georgia-Pacific Gypsum LLC. Collaborative for High Performance Schools and CHPS are trademarks owned by Collaborative for High Performance Schools Inc. WARRANTIES, REMEDIES AND TERMS OF SALE For current warranty information for this product, please go to www.gPgypsum.com and select the product for warranty information. All sales of this product by Georgia-Pacific are subject to our Terms of Sale available at www.gpgypsum corn UPDATES AND CURRENT INFORMATION The information in this document may change without notice. Visit our website at www.gpgypsum.com for updates and current information. CAUTION For product fire, safety and use information, go to www.buildgp.com/safetyinfa or call 1-80D-UY-M19. FIRE SAFETY CAUTION Passing a fire test in a controlled laboratory setting and/or certifying or labeling a product as having a one -hour, two-hour, or any other fire resistance or protection ratingand, therefore, as acceptable for use in certain fire rated assemblies/systems, does not mean that either a particular assembly/system incorporating the product, or any given piece of the product itself, will necessarily provide one -hour fire resistance, two-hour fire resistance, or any otherspecifiedfireresistanceorprotectioninanactualfire. In the event of an actual fire, you should immediately take any and all actions necessary for your safety and the safety of others without regard for any fire rating of any product or assembly/system. 14, Georgia-Pacific DensGla'ss Sheathing Manufacturer Georgia-Pacific Gypsum Georgia-Pacific Canada 133 Peachtree Street 2180 Meadowvale Boulevard, Sub 200 Atlanta, GA 30303 Mississauga, ON L5N 5S3 Technical Service Hotline:1-80D•225-6119 Description DensGlass• Sheathing is a gypsum panel made of a treated, water-resistant con:, surfaced with fiberglass mats and a GOLD colored primer coating. Providing superb protection from the elements. DensGlass Sheathing is resistant to delamination and deterioration due to weather exposure —even during construction delays that last as long as twelve months after installation and are backed by a limited warranty against delamination and deterioration for up to 12 months of exposure to normal weather conditions.' DensGlass Sheathing panels are also mold -resistant, and have scored a 10, the highest level of performance for mold resistance under ASTM D3273 test method. DensGlass Sheathing exhibits a dimensional stability that assures resistance to warping, rippling, buckling and sagging for a flat and even substrate and is noncombustible as defined and tested in accordance with ASTM E136 or CAN/ULC S114. Since DensGlass Sheathing is strong in both directions, it may be installed either parallel or perpendicular to wall framing members (always follow specific assembly installation instructions). Primary Uses Because of the superior performance of DensGlass Sheathing, it is specified for exterior walls, ceilings and soffits in a wide variety of applications. These include exterior insulation and finish systems (EIFS); cavity brick or stone veneer applications; cladding such as wood siding, vinyl siding, composition siding, wood shingles, shakes, conventional stucco systems, plywood siding panels, and interior finish systems that require a substrate panel with superior fire and moisture resistance. For OFS applications, DensGlass Sheathing is an ideal substrate for adhesive or mechanical application of expanded polystyrene or extruded polystyrene insulation, and is recommended in all climate zones. Manufacturers of water and air resistive barriers, which include attached flexible membranes, self -adhered membrane and liquid applied, have found DensGlass Sheathing to be a suitable substrate for their systems. DensGlass Sheathing is an ideal product for exterior ceilings and soffits for both cold and wane climate zones. It resists sagging, even under exceptionally humid conditions. Panels are applied directly to structural framing. Surface and joints may be finished and painted, or surfaced with an exterior finish system. Limitations DensGlass Sheathing is resistant to normal weather conditions, but it is not intended for immersion in water. Cascading roof/floor water should be directed away from the sheathing until appropriate drainage is installed. Avoid any condition that will create moisture in the air and condensation on DensGlass Sheathing. The use of forced air heaters creates volumes of water vapor which, when not properly vented, can condense on building materials. The use of these heaters and any resulting damage is not the responsibility of Georgia-Pacific Gypsum. Consult heater manufacturer for proper use and ventilation. For complete warranty details, visit www.gpgypsum.com. Submittal Approvals Inh Nana Contractor Data Technical Service Hotline 1.800.225,6119 or www.gpgypsum.com When DensGlass Sheathing panels are used in slanted wall applications, that portion of the wall must be temporarily protected from the elements. Do not allow water to pond or settle on sheathing. Also, exposed wall ends must be covered to prevent water from infiltrating the cavity. Georgia-Pacific Gypsum does not warrant and is not responsible or liable for the performance of the cladding or exterior systems applied over DensGlass Sheathing. The suitability and compatibility of any system is the responsibility of the system manufacturer or design authority. Do not laminate masonry surfaces to DensGlass Sheathing; use furring strips or framing. DensGlass Sheathing is not intended for roof applications. For roof applications, consult our DensDeck® Roof Board brochure. DensGlass Sheathing is not -intended for interior or exterior tie applications. For interior file applications, consult our DensShield® Tile Backer brochure. DensGlass Sheathing should not be used in lieu of plywood where required. Do not apply DensGlass Sheathing below grade. For all installations, design details such as fasteners, sealants and control joints per system specifications must be properly installed. Openings and penetrations must be properly flashed and sealed. Failure to do so will void the warranty. Do not use DensGlass Sheathing as a base for nailing or mechanical fastening. Fasteners should be flush to the face of the board, not countersunk. Technical Data DensGlass Sheathing is noncombustible as described and tested in accordance ' with ASTM E136 or CAN/ULC 5114. DensGlass Sheathing exceeds ASTM C1396 sheathing standards for humidified deflection by a factor of 10 in tests over the standard for regular gypsum sheathing. 5/8' (15.9 mm) DensGlass" Fireguard° Sheathing is UL and ULC classified Type DGG. DensGlass Sheathing is manufactured to meet ASTM C1177. Flame spread and smoke develop rating of 0/0 when tested in accordance with ASTM E84 or CAN/ULC S102. Handling and Use —CAUTION This product contains fiberglass facings whichimay cause skin irritation. Dust and fibers produced during the handling and installation of the product may cause skin, eye and respiratory tract irritation. Avoid breathing dust and mini- mize contact with skin and eyes. Wear long sleeve shirts, long pants and eye protection. Always maintain adequate ventilation. Use a dust mask or NIOSH/ MSHA approved respirator as appropriate in dusty or poorly ventilated areas. Material Safety Data Sheet (MSDS) is available at www.buildgp.com/safetyinfa or call 1 404-652-5119. Product Data Thicknesses:1/2'(12.7 mml 5/8' (15.9 mm) is Type X (ASTWI C1177) Width: 4' (1220 mm) standard, tolerance up to t 1/8' (3.2 mm) Lengths: 8' (2438 mm), 9' (7743 mm) or 10' (3048 mm) standard Edges: Square concme--t• Stempsf Signatures A, Georgia-Pacific De nsG lass® ; . ' .Technical Service Hotline 1.800.225.6119 or Sheathing 1 ' www.gpgypsum.com Width, nominal 4' (1219 mm) ± 1/B' (3 mm) 4' (1219 mm) ± 1/8' (3 mm) Length, standard 8' 1244D mm), 9' (Z743 mm), 10, (3048 mm), ± 1/4' (6 mm) 8' (Z440 mm), 9' (2743 mm), 10, (3048 mm), ± 1/4' (6 mm) Weight nominal, IbsJs . ft (Kg/m9 1.9(9) Z51121 Edges Square Square Bending radius' 5' (1829 mm) 8 (2438 mm) Racking strength', lbs./ft (dry) INIm), Ultimate -not design value 540 (7878) 654 (9544) Flexural strength., parallel, IV. (N), 4' weak direction 280(356) x1DO (445) Compressive strength min. 500 psi 134" kPa) min. 500 psi (3445 kPa) Humidified deflection'.' 2/8 (6 mm) 1/8 (3 mm) Permeance=, Perms (n /Pa•s-0) 23 (1300) 17 (970) R Value', ftz- F•hr/BTU (04Mn 56(0.099) 67 (0.118) Combustibility' Noncombustible Noncombustible Linear expansion with moisture change. in/n %RH (mm/mm %RH)' 6.25 x 104 a6.25 x 104 Surface burning characteristics per ASTM E84 or 0/0 CAN/ULC S10Z flames read/smoke developed 0/0 Coefficient of thermal expansion, 8.5 x 104 15.3 x 10-T 8.5 x 10' 153 x 101 in/n/°F (mm/mm/'C) Tasted in a=dance witbASTMCM Tasted in accodance wit4ASTM E95Ift cw method) Double Fasteners on ends as needed Tested in accordance WO ARM E72 3 Tasted in accordance with AS7MC518(heat flowm81A) As defined and tested in accordance "ARM E136 or CAN/ULC S114 Spedfied values parASTM C1177 As stated by 6y=oAssociation G4435 Tested in acco Lance wit4A51M EZ28.85 A4L. Georgia-Pacific Gypsum U.SA Georgia-Pacific Gypsum LLC Georgia-Pacific Gypsum II LLC Canada Georgia-Pacific Canada LP SALES INFORMATION AND ORDER PLACEMENT USA West 1-8D0-BZ4-75113 Midwest 1-BOOV54746 South Corral: 1-SOD-231-6960 Southeast 1-800.327-2344 Northeast 1-800-947-4497 C4NAa4 Canada Toll Free:1-800-307-68M Quebec Toll Free: 1-800-361 -D486 TECHNICAL INFORMATION U.SA and Canada:1-800-225-6119, www.gpgypsum.com m2n46wWxFcft=LLQA1V0 mwwd vu6>`ne u<imnFZ= TRADEMARKS Unless otherwise noted, all trademarks are owned by or licensed to Georgia-Pacific Gypsum I.I.C. WARRANTIES, REMEDIES AND TERMS OF SALE For current warranty information for this product please go to www.gpgypsum.com and select the product for warranty information. All sales ofthisproductbyGeorgia-Pacific are subject to our Terms of Sale available at www.gpgypsum.com. UPDATES AND CURRENT INFORMATION The information in this document may change without notice. Visit ourwebs'rte at www.gpgypsum.com for updates and current information. CAUTION For product fire, safety and use information, go to www.buildgp.com/safetyin[o or call 1-800-225-6119, FIRE SAFETY CAUTION Passing a fire test in a controlled laboratory setting and/or certifying or labeling a product as having a one -hour, two-hour, or any other fire resistance or protection rating and, therefore, as acceptable for use in certain fire rated assemblies/systems, does not mean that either a particular assembly/system incorporating the product or any given piece of the product itself, will necessarily provide one -hour fire resistance, two-hour fire resistance, or any other specifiedfireresistanceorprotectioninanactualfire. In the event of an actual fire, you should immediately take any and all actions necessary for your safety and the safety of others without regard for any fire rating of any product or assembly/system. Page 1 of 3 Florida Building Code Online NoProfessional Reguiatio -- - - pr• Product Approval ' uS93t: PubOc Iher AppllnNon vetan FL * ' OEM Application Type Code Version Application Status comments Archived Product Manufacturer Address,/Phone/Emall Authorized Signature Technical pepresentative Addrass Phone/Emall Quality Assurance Representative Address/Phone/Efnail Category Subcategory Compliance Method FL15000-R2 Revision 2014 Approved A TheraTru Corporation lie Industrial Drive Edgerton, OH 43517 419) 298-1740 rkkw9rwbidgconsultant5.com Vivian Wright ridc,j@ wbldgconsultants.aom Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional EngineerEvaluationReport - HardcopY Received Architect Name who developed Lyndon F. Schmidt, P.E. Florida Engineer or the Evaluation Report PE-43409 Management InstituteFloridaUcenseNationalAccreditationand Quality Assurance EntityContract Expiration Date 12/31/2018 Quality Assurance Ryan I long, P.E. Validated By 0 Validation Checklist - HardcopY Received Certificate of Independence tea— Of IndeoendeOCE.l f Year Referenced Standard and Year (of Standard) a MMA AAMA(WDMA/CSA101/I5.2IA440 2005 1996 ASTM D1929 1999 ASTM D2843 2003 ASTM D635 1998 ASTM E1300 2000 ASTM EB4 1995 ASTM G26 1994 TAS 202 Equivalence of Product Standards Florida licensed Professional En lr eVrof rchldtect df Certified By DO R Ea i F 1 000 Florida Building Code Online Page 2 of 3 I Sections from the Code Product Approval Method Method 1 Option D 05/29/2015 Date Submitted 06/28/2015 Date Validated 07/05/2015 Date Pending FBC Approval 0S/19/2015 Date Approved Summo of Products FL # Model, Number or Name Description Ice Fiberglass Door with 15000.1 a. °Fiber-aassle or'Smooth-Star Sidelite(s) - Outswing (Xe OX or XO, OXO, )X, p withoutXoout Conflguratlons) Installation Instructions Limits of Use II IN T SSOOD.i.odf Approved for use in HVHZ: Yes Verified By: Lyndon F. SdTmldt, P.E. 43409 Approved for use outside HVHZ: Yes Created by Independent Third Party: Yes Impact Resistant: No Evaluation Reports Design Pressure: WA re Ratings, any ' AE EVAL i Oso0odf other. See INST 15000.1 for Design Pressu Created by IndependentThlyd Party: Yes additional use limitations Installationproval coonsrequirand the use product particulars. (MISP which have been of °J° part number doors and sidelltes, shinedorpaintedwithindmonthsofinstallation.) b. ° Fiber -Classic' or °Smooth -Star 6'8 N.n-I.act° Opaque Fiberglass Door with a?t without5ldnswing p4OXorXO, OXO, XX, OXXO15000.2 - Limits of Use Approved for use In HVHZ: Yes ApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Design Pressure: WA additlonalese UmitatlonsST ?nstalDesign on Instructions and. any product particulars. ( This product approval requires the use OM. partnumberdoorsandsldelites, which have been stained orpaintedwithin6monthsofInstallation.) 15000.3 c.'Fiber-Classlc or'Smooth-Stir Limits of Use Approved for use in HVHL Yes Approved foruseoutsideHVHZ: Yes Impact Resistant: No Design Pressure: WA aother. Se dditionale seImllatlonsinstal15000.3forlllaionInstructionsangnpressure d anyproduct particulars. ( This product approval requires the use stained df art number doors andorpaintedwithn6 months of instaiatlonwhich been 15000.4 d. 'Fiber -Classic' or ° Smooth -Star' Installation instructions n „df cnnn n7 lI INS -•-- Verified By: Lyndon F. Schmidt, P. E. 43409 Created by Independent Third Party: YesEvaluationReportsecEVAL1OS 00.2• W Created by IndependentThirdParty: Yes. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes ImpactRessistont: No Design Pressure: WA Other: See INST 15000. 4 for DesignPressureRatings, any additional use limitation, installation pInstructionsval s d use product particulars. (Thisproductof °J' part number doors and sideliirs, which have been stained or painted within 6 months ofinstallation.) 8'0 °Non -Impact• Opaque Fiberglass Door with R without Sidellte(s) - Outswing (X, OX or XO, OXO, )0X, OXXO Configurations) Installation Instructions Verifled By: Lyndon F. Schmidt, P.E 43409 Created by Independent Third Party: Yes EvaluationReportsSD00R2AEEVAL1S000.3. odf CreatedbyIndependentThlydParty: Yes opaque S dellte(s)) - jnbwing (X, OX or XO OXO,XX, OXXO without Installation Instructions TNG'r 150DD.4. odf Verified By: Lyndon F. 5rhmllte P.E. 43409 Created by Independent Thlyd Party: Yes Evaluations Reports AL 1500D.4.ndf Created by IndependentThird Party. Yes Glazed Double Fiberglas Door - Outswing I 15000. 5 e. "Fiber -Classic' or 'Smooth - Star 1Ins ny Florida Building Code Online Smits of Use Approved for use in HVHZ: YesApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Design Pressure: N/Aother: See INST 150D0.5 for Design Pressure Ratings, anyadditionaluselimitations, Installation instructions andproductparticulars. (This product approval requires the use of 13, paintepart number doors, which within 6 months of Installation) en stained or 15000.6 f.'Flber-Classic' or'Smooth-Star' Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistants No Design Pressures N/AOther: See INST 15000.E for Design Pressure Ratings, anyadditionaluselimitations, Installation Instructions andproductparticulars. (This product approval requires the useof131partnumberdoors, which have n stained or painted within 6 months of Installation.) Page 3 of 3 Installation Instructions I VerififledelBy: Lyndon F.sc hOmcdt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports RLAEEVAL15000.5.odf Created by In dependent Third Party: Yes 6- 9 -Non-Impact' Center Hinged Glazed Fiberglass Double Door - Inswing (OX or XO Conflgurations) Installation Instructions INS1500LL21 f Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Fl 15000 R2 AE EVAL 1500D.6.DdF Created by Independent Third Party: Yes Badr ER Ptroth 1624 nm PdYiCL 701ao.1z of ctortda. :: `"E::H The state of Florida Is an AAM —Wu' nee to a publlo-remrds request do not send Under Florida low, email addresses are public retards. V you do not want Your e-ma0 address havreleearrd uatlos, place ranbR 950.4e7ANS. 'Pursuant to electronic rta0 to this oft. Distends Contact the W- by phone n by licensed uncle. ,55, F S. must provide the Deyrbnerd waA an emea address U Seddon 455MS(1), Florida Sblr tM rroy be October r 7D7c III with To deburnine M you are a Manses under UM have one. The errata provided nay be used for ottldd m ems0 address which can be mad mellabtnto the didnesm R public retard. >r you do not r WW* a pew address, Place Prm'be the Dayarenau t OaDta 455, FS•, place del hLQ+ Product Approval Accept= 4CCUfll' nitlRlc THERMAITRU THERMA TRU DOORS 1 Ili INOUer"M&- ON, CDUC ON. OH 43817 FIBER CLASSIC"/ "SMOOTH STAR" 8'0 INSWING W/ & W/OUT SIDELITES FIBERGLASS DOOR NON -IMPACT' GENERAL NOTES I. This product has been evaluated and Is In compbanae with the 51h Edition (29141 Foldo euldtrgCade (FBCI structural requirements 6idudbV the WO Velocity Hunlcane Zone' (HVHZI. 2 Produal andia. shag be as lsled and spaced as shown on details. Anchor embedment to base material shag be beyond wag dressing or stucco. 3. When used In the'HVHr this product Is requ4ed to be protected wllh an tmpacl resistant covering that comples wilh Section 1626 of the FBC. 4. When used In areas outside of the 1W requft wind bome debits protection Ihb product Is required to be protected with an Impact resislant covedng that compges wllh Section 1609.1.2 of the FBC. 5. For U ilud fronting construction. anchoring of these units shag be the some as that shown for 2X buck masonry conshuctlon. 6. Slle condlllons that devlale from the details of this drawing requte further engineering analysis byalcensedengheerorregisteredarchllecl. 7. fib product does not meet the water InNkallon requirements for the 1W. Insvfisp units shag be Waled only In non -habitable areas or of habitable loeallons protected by an overhang or canopy arch that the angle between the edge of canopy or overhang to A Isless than 45degrees. TABLE OF COWEHR SHEEre DESCRIPTION I I rvvlcd elevallons. de sores 6 aeneral notes 2 1 Door panel detalls 0mooth SIMI 3 Door panel detobs 111ber dassicl 4 1 SIdelle D&W deta b detch 5 1 verlicalia—W secllore d I Horizontal Coss sections 7 Hodwnld cross sections e Buck 9 Frame a to Frame 11 At sNCLUNtags 12 BR of ma 8 Congnrusnis 37.SV MAX. SEE OE AIL W / SHEET e y C DOUBLE WISI0E11TES INSVANQ UNfr OXXO 1...,_. 74M MAX. OVERML.I I FRAMEWIDIN D D SEE 1 DOUBLE IffrNQ UNIT OSC S y 5 WNGL£ W&IDEWF INSu11NG LINK0 I t'114_i:.1.dt 1_v r o: i( 1A , IIIL1 -t EKMM mica= 1 1 1 1 ass• sm JK CO. on lFS BROW tn. FL-15000.4 DOOR PANEI Smooth Star LINOE STILE SMOOTH STAR) BOTTOM RAIL SMOOTH STAR) r2-*N VERMAL CROSS SECTION V 000R PANEL Amer Z a m022412 i wn N.T.S. c wn JK o K. rn LFS MM wa FL-15000.4Z. a e 3d.W MAR. DOOR PANEL WIDTH QQQR Paaa Fl6er Closslc 1 HORIZOP 000R PANEL IATtFI S111E Fl9ER CLASSIC) In 4 HINGE STILE FILTER CL.ti45IC) 2 op RAIL FlBE74 CLASSIC) 5 90770" ( RAIL OM CLASSIC) 0 VERT 1 CROSS SEC170NJOOORPANEL, Ni * C11 J a IR2=3 rnre go,• 8 9 atill11111,``` y n V Y $ Z eW [ti] MI II 1/TGIASS 25' STEEL 8 INTERCEPT SPACER 41 SEE NOTE 140 5' INSI ll dTFn r wcc u. r SMC LITE ERAMF rl Azi Nr Dam 13.9371; AUNT. PAN1i WIDTH 7.125' mAX D.LO. WIDTH f • r7 T CLASS THK. 40 I/TGlASS 1/2' MIN. 1/8" BIfE LEE= GLASS THK. TEMPERED 40 GLASS GI TEMPERED GLASS AIR SPACE 1 8' 25' STEEL AIR SPACE TEMPERED 6l0 INTERCEPT 1/8„ TEMPEREDGLASS 40 SPACER GLASS 2B SEE NOTE 1 SEE NOTE 1 HORIZONr CROSS SEC110N 4 SIOELITE PANEL 1 215?' 01 o. / w> PLASTIC UP IRE FRAME i jW EMRUOEO PVC nJ PLASTIC UP UTE FRAME Sl QUE PAN61 Smooth Star EXTRUDED SMC l] J L I IAm 1 f VERTICAL CROSS STIONEC I { SIOI]1TE PANEL r -_T L- I. Spacing for Item doB2B 141 (Ills /rams screws1SJ1' 1, 1Spa la as T011ows: From the bottom up an Wdea; 6.51, with (7) more spaced of 9.875- o.o. there one (2) SIOtCLIIETOP & 90TTDM RAIL ,SIOtEIfiE BLANK SIDE STILE screws both top and bottom of 2.125' In from each FlNGERJOINTEDPONDEROSAPINE, SG=0.43 ccmer. FlNCER JOINTED PONDEROSA PINE, SGe0.43 oA a z u a+ 02 24 12 i N. T.S. a• an JK a k sn LFS aw sea FL- 15000.4 a a- 4 a,12 „ 46 47 ••_.:: SEE NOTE 2 14 JI 1 VERTICAL CROSS SECTION I g Gl VERTICAL CROSS SECTION 44 a i26d• ,, e. Jf eQuQJ J J1W om44C NOTE 1 eq L I 20 JO 47 SEE r';,r, NOTE 2 3 t 1=1'ERflCAL CROSS SECTION J 5 Shown w/1x sub —buck OPTIONAL SURFACE BOLTS ON ACC PANELSEEDESIGNPRESSURECN4R1) NOTE I VZ L`' 1. The eidelite Is direct set Into the Jamb withItemjF4Ja1Hx.2' pfh. wood screwifateachverticalJamb, from the to Th(12eraare (4J1`. 46,5• & 66, There are i 1J o 8 p down at 1J.5;, 2 from the outside comer, of atthe free header attherearepfh, wood screwe111. 4" from the outside comer,, of the 2. OPTIONAL SURFACE BOLTS ON ACC PANELSEEDESIGNPRESSURECMM I7 oC p a a 2 a u Uri 02 24 12 i N,I_ 9 ra en JK m xwa FL— 15000.4 " 0 R S ... 3 alshuN. B CSINK ( 13 SEE NOTE 4J I. The Wallis Is dlrsct set Into the Jambwith (12) Item /4J a /e x 2' plh. woodscrew. There are (4) at each verticallamb, from the tap down at 1J.5; J1; S1 & 68"• Then are (2) at the headerat4' from the outside comers of thefrom-. there are (2) /IJyi.: f":tF, r 1 a /6 x 2-1/2' Pfh. wood screw at the sill, 4' / rom theoutsidecomers. 41 29 J5 45 44 1-1/PMPI. 1l1<ff@lQB EML (n'P.) HORIZONTAL CROSS SECTION 6 2.j ft OP110MAL SURFACE jON ACnVE PANELSEEDESIGNPRESSURECHART) 0 HORIZONTAL CROSS SECTION6 Jz o 1 4 a w2 O m 02 24 12 i N.T.S. 9 ro• se JK p' x en LFS D eem No, d FL-15000.4 e a n 6 ev_12 I-I/4 un FMB. MAI Tf JLr_ L 2 HORIZONTAL CROSS SECTION 7 1 HORIZONTAL CROSS SECTION7 a=. I. The eldellts Is direct set Into the Jamb with (12) Item 143 a g6 x 2• pfh, wood screw. There are (4) of each vertical lamb, from the !op down at 1J.5 ; 31 46.5' k 66 . Thera are (2) at the header at4' from the outside comer o/ the frame, there are2) /IJ a IS x 2-1/2- pfh, wood screw at thewill, 4' from the outside comer. 1-1/4'MM, 111'0• * Mo. (IYP.) % 4,C)11.0' 4' e' e' —{ II 39 0MASONRYII II OPENING II TYP. HEAD II JAMBS II MASONRY II 0 AL SHOWN II OPENING II REFERENCE II I I2XBUCKiiII 2X BUCK III MUWON MUWONIISHOWNFORSHOWNFOR IIIREFERENCEREFERENCEII C u II 0 IIIIaII si DOUBL POOR W/¢Ip BUCK ry::'i: A NCN er.._Y a. II MASONRY 3a OPENING I ITYP. HEAD II JAMBS II II II I II CONCREfEANCHOR NoiEc• 2X BUCK I I I1. Concrete anch loc taor of the comers m be aedgedistancetomorfar/olnls. ay dlusted to matntafn the mtn. I I W ON I I SHOWN SHOWN FOR I I 2 Concrete anchor locations noted as MAX, ON CS"rW must be adfusted to I Imatntalnthemtri. edge distance to mortar/olnlx addtRonalbe REFERENCE I ImaycananchorsIIrequredtoensuretheYNAX. ON CENTER• dtrnendan3. Concrete am not exceeded. anchor table: I I MUWON J w t : :•::.;:;.;:_.:::-:• .,:.:Y•-:-.:.__, .t..y :• IFh' jl I I4NGNpf' J'if%iy1F•,.;IG11Nk 7; .• vh1..:.. •::i..+1A7:; ININ1#ItJIAfE: I I II SHOWN FOR I IREFERENCEI a u d RE:%•. :'L•t-..e...•_:,' t4E'LSti1 lJ1' ,: `4?Maaq Y =; .pij1:AD 9'Nfr; I I HW TAPCON° 1/4' 1.1/4• " II EICO r = 1 I I I I ULTRACON 1/4' 1_1/4' 1' 4, ,::';•.•,., SINGLE HUCK_ANC_, DOOR W/SrpElltcg u 4 `%`` *i A. T ` t X bAti\ l- E HEAO v : vti ... ..• 0 do JAM85 a `gSTRAGAL j 8 SHOWN FOR $ iJ • REFERENCE V ° ggym. m6ILI ct° u Mims — SUCK IILI liji, aDOU Nr FL-15000.4 ELT -0- or 12 MASONR OPENIN 1 FRAM 2X BUC SEE OEM CONCRETE ANCHOR NOTES 1. Concrete anchor locaionn at the comers may be adjusted to maintain the n*Ledgedistancetomortarjoints. 2 Concrete anchor locations noted as MAx, ON Ct: w must be adjusted to motntaln the min. edge distance to mortar jdnis, addltlonal concrete anchor, may be requbad to ensure the WAX. ON CWW dknensfon are not exceeded. J. Concrete anchor table: 11V`H I-: AN"ilCfk: s't'sTYilNitG TKP.E:;:;::'#>:TIw@;;:;:;CAgN bMNT:.::::•:.:..:.!tPNN,::..::::- dtll`f{:::-:i:;CNd1l;:: o,r.cign:; TAPCONe 1/4" 1.1/4' 2' 4" Irw TAPCONe J/16' 1' 3" T.T. WOOOSCRt:WINSTA RO NOTES• I • Maintain a minfrnum 5/tl' edge distance, I end dbtance, d 1' or_ sparing ofwoodscrewstopreventthespONingofwood. S THESE (2) ANCHORS REWO ONLY WHEN OP > 47 PSF 77 , D, Ill. P (D m r Ia. 11 Cl .—._I L— -A• B a.— A. SINGLE DOOR W/SIDEr ITES 13 49 J0 JO W/2X BUCK 13 0 INSTALLATION J 1 31iJ W/1X BUCK 46 INSTALLATION j! DETAIL 'Z' DETAIL "2' ASTRAGAL tk SURFACE BOLT STRIKE PLATES ® HEAD 13 3f C13a300M DETAIL '4' DETAIL "I . , SURFACE BOLT STRIKE.PLATE O THRESHOLD F4-. lu m 02 24 12 i M N.T.S. 9 a sn JK o' s. en LFS dRjNo, FL-15000.4 0 1T 9 or 12 r -B A' SEE 1a w//zX BUCK OETAIL 72' - MASONRY WAUZON OPENING ao XT BUCK STAUATION JAMBSSeAD rk FRAME h 2X BUCK SEE 14 7YP• SFU. DETAIL ^I^ stE S DETAIL '4' DETAIL '3- e:;. Y1EW •R•-•R 1 ^ A' OOURL DOOR i i I CONCRETE ANCHOR NOTB, 1. Conorefe anchor locations at the comers maybe adjusted to maintain the mtn. kedge distance to morfarjolnts. 2 Concrete anchorlocaflons noted as WAX. ON Ce4W must be adjusted toimaintainthemhtedgedbfancefomortar/olnfs, additional concrete anchors may be required to Rmwe the 74AX ON CENTER' dhnenslon are not exceeded. 3. Concrete anchortablei 0Hc3Rs ANC'1Cfk>'<'}9NiJif_?::MIIVIA'.,.N,; tii1N;Iv4Nit:NG TYPE SF R N CLiMENT fid MA345N!4> _• raP AGENT TAITW PCONe 1/4' 1.1/4' Y 4" TAPCON0 3/16" 1-1/4" 3" WOOD SCREW INSTAIAATION TES• 1. Malnfaln a mWmUm S/B' edge distance, 1' end distance. 6 1' o.c. spe ft of woodscrewstopreventthesplitimgofwood. 1 MASONRY OPENING FRAME 2X BUCK, 7• r S a oETa DT- T d l N . F nOOR 49 30 30 A- 1k W 2X BUCK 13 0 I STALLATION J 1r W/1X BUCK INSTALLATION 4B DETAIL ' 2" ASTRAGAL do SURFACE BOLT STRIKE PLATES ® HEAD S1 I Ii 31 31 n U5 02 24 12 i 30 0 30 warn N.T.S. 9 DETAIL •1" - en JK o SURFACE BOLT STRIKE PLATE VOL at iF5 d O THRESHOLD °.. Jam M, e FL- 15000. 4 u arms - - 12 r J ow-4- SEE NOTE 1 $ I 0.126' 24 asTRACAI oETal NOTE: 1. THE ASTRAGAL BOLT HAS A 3' THROW AT THE TOP ANO THE BOTTOM. or: 4K c -n us FL— 5000.4 m_ -AZ iF i iHEW-TMI nU to R9EA1xAS5 (:•• * 7 Z e w OOIff' 09IEwuw w C01p'OSIIE O O '''I11 * Pt `,`` ` o a. o - FWU u n amwf2 sm STEEL O O O O \ ' m a d R70WCRElE v 4 CZ STEi1 46 SURFACE ROI7 (RES—ZaLW= E STEELM _ IL NNYLwm 11000 30 $ SURFACE ROL7 STRIKE PLATE ( 175' STEELwow Irm ice. i o w9w I u 1DbT f-•— _ mil snu 1 I a ALUW= WrL SrEEI 2 21 W000 FRAME _ 2 3 FINGER JOINTED PONDEROSA PINE, SG=0.43smc © I3INSWINGDOORBOTTOMSWEEPwow VINYL .000' MAX. WALL, 8 K00D 035' MIN. WALL sm STEEL STEII - SW01NE UI'F", wL1 7 SrEEL Sim SlIn SIM r — wo r11 STEELCWWM SIFII wow OJPOSfIE SELF ADJLIONG S,a001 FTHRESHOLD wuw WfP09fE 19 INSWING SIDELTTE wow Al UMINUM/4".NYL •045' WALLALUM.BOTTOM BO07Now GV11Pom .0110' TMK. WALL VINY TYP• 0.09' EXTRUOEO VINYL WALL aacr 12 or ] 7 3/2/2018 Florida Building Code Online Professional Regulation LEN R BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I SOS Site Map I Links I Search I FloridaKao. 1 r ItsfitlyProductApproval USER: Public User br cmA PmduU Aoprovat Menu > Product or Anpllcatlon Search > Application Gist Search Criteria Code Version 2017 FL* 14634 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL acarcn ncauru FL# IYJM Manufacturer Validated n Status FL14634-R3 Affirmation Ply Gem Windows Locke Bowden Approved History Category: Exterior Doors 334) 300-1800 Subcategory: Sliding Exterior Door Assemblies npyrvvcu ur vorn, nyy,v.00 yr —, — .--.....'- _..- .--...-- -, _- . _ _ -__. _- Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: I pp, Statement :: Accessibllily, Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personaladdress, 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://floridabuilding.org/pr/pr_app_Ist.aspx 1/1 3/2/2018 Florida Building Code Online dIFILond a QWW rr r 6iryC+oo' Professional Regulation 0-1 SCIS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stets 6 Facts I Publications I FaC Staff I SOS Site Map I Unks search I Product Approval USER: Public User Product Annroval Menu > Productor Application 5n3h > ADolication List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL14634- R3 Affirmation 2017 Approved MI Ply Gem Windows 433 N. Main St. Rocky Mount, VA 24151 614) 532-3596 luanne. harris@plygem.com Luanne Harris luanne. harris@plygem.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Hermes F. Norero, P.E. PE- 73778 12/ 31/2018 Locke Bowden Validation Checklist - Hardcopy Received FL 4 34 R3_rOj_C01 PLY GEM SS 2015-02-19.Ddf Standard Year AAMA/ NWWDA 101/I.5.2 1997 ASTM E 330 2002 I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. https:// floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfeBA7W2WiKtB2e7zb3WjO6AH0629BgxzpRrAhwo/o3d%3d . 1/3 3/2/2018 Florida Building Code Online Documentation from approved Evaluation or Validation Entity Yes : , No - N/A FL14634_U_CQ,C_SA14634.o-f Product Approval Method Method 1 Option D Date Submitted 10/12/2017 Date Validated 10/12/2017 Date Pending FBC Approval Date Approved 10/17/2017 Summary or Products FL # Model, Number or Name Description 14634.1 Builder Series 4780 Sliding Glass Door (XX) Limits of Use Installation Instructions Approved for use In HVHZ: No FL14634_&3_U PGW063 SS 2015-01-02.p&f Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +25/-50 Evaluation Reports Other: Without sill riser FL14634_gj_6E_PER3054 SS 2015-01-02.Ddf Created by Independent Third Party: Yes 14634.2 Builder Series 4780 Sliding Glass Door (XX) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14634_ il_3_II PGW063 SS 2015-03-02.pfj Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +50/-50 Evaluation Reports Other: With sill riser FL14634=U_9g_PER3054 SS 2015-01-02.12df Created by Independent Third Party: Yes 14634.3 Builder Series 4780 Sliding Glass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL24634_ U__PGW064 SS 2015-01-02.f Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +30/-30 Evaluation Reports Other: Non -reinforced. See installation detail for available 1FL4634_B]_M_PER3055 SS 2015-01-02.Ddf sizes and configurations. Created by Independent Third Party: Yes 14634.4 Builder Series 4780 Sliding Glass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL14634_R3_II PGW065 SS 2015-01-02.pff Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure. +35/-35 Evaluation Reports Other: Reinforced. See installation detail for available sizes FL14634_B3_9E_PER3056 SS 2015-01-02.Ddf and configurations. Created by Independent Third Party: Yes Back Next Contact :: 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. CoovAght 2007-2013 State of Florida.:: Prlvaw 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 BS0.487.1395. *Pursuant to Sectlon 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: Credit Card Safe https://floridabuilding.org/pr/pr ppp_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7W2WiKtB2e7zb3WjO6AH0629BgxzpRrAhwa/o3d%3d 2/3 3/2/2018 Florida Building Code Online https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgswBZVNfeBA7W2WiKtB2e7zb3WjO6AH0629BgxzpRrAhw%3d%3d 3/3 TNSTALLATEON NOTES, 1. TWO (2) INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS OEPICFEO IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. J. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A - TOLERANCE OFt1/2INCH OF THE DEPICTED LOCATION IN THE ANCHOR (AVOUTOETAII(LE, WITHOUTCONSIOERATION OF 1OLERANCESJ.' TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATIONANCIOR TO TNENOR. 1. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIMIS). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16INCH OR GREATER OCCURS. SHIMS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. FOR INSTALLATION INTO WOOD FRAMING, USE 012 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE I In'MCH MINIMUM EMBEDMENT. 6. FOR INSTALLATION THROUGH IX BUCK TO CONCRETE/MASONRY- OR DIRECTLY INTO COMCRETE/MASONRY, USE 1/4 INCH ELCO TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 21/2INCH MINIMUM EMBEDMENT. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER. AND SIDING. B INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST Of MACE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 9. FOR GROUT FILLED BLOCK 00 NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELLOF BLOCK. 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WIT31 STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTUREL I. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A WOOD -MINIMUM SPECIFIC GRAVITY OFO.SS. B. CONCRETE -MINIMUMCOMPRESSIVESTRENGTH OF3000PSI. C. MASONRY. STRENGTH CONFORMANCE TO ASTM C-9M MINIMUM COMPRESSIVE STRENGTH OF 1500 PSI. PLY GEM WINDOWS BUILDER SERIES 4780 ALUMINUM SLIDING GLASS DOOR (2-PANEL) GENERAL NOTES: L. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING COOL EXCLUDING HVHL AAMA/NWWOA10VLL2. 97 2, ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X AND STEEL STUD FRAMING AS A MAIN WINO FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROTECT OF INSTALLATION. S. 2X BUCKS (WHEN USED) SHALLBE DESIGNEO AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. A. THE INSTALLATION DETAILS OESCIUSEO HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDRIONSFOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS OETAILEO HEREIN, A LICENSED ENGINEER OR ARCHITECT SMALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6, DOOR FRAME MATERIALL, ALUMINUM 6063.76 7. GLASS MEETS THE REQUIREMENTS OF ASTM 91300 GLASS CHARTS. SEE SHEET 1 FOR GLAZING DETAILS. L DESIGNATIONS WAND' O'STANO FOR THE FOUGH7NG: X. OPERABLE PANEL 0: FIXED PANEL TABLE OF CONTENTS SHEET DESCIUMON W4. LNSTALLLnON 6 6ENERAL NOTES ELEVATION 6 ANCHOR LAYOUT VERTICAL InuL SECT EDNsHORIZONTAL SECTIONS 6 GLAZ G DETALL PLY GEMWINDo WS 433 M. AMM 1T-F0 80X 039. ROCXY A"T. VA l41lI N. I44-63/ 1 rA 6404114- 13 m dmd X. m CA qq R qK Q 7 F O S Digitaliy signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2015.01. 0213:02:52-05-00- DESIGN PRESSURE RATING Slit 5111. OPTION OE576N PRESSURE MS5512E 1:AVACT RATING 96' X 96' 1 W/O SILL .25/40 PSF NOT RATED RISER 96' X 96" W/ SILL I . 50/-50 PSF I NOT RATED RISER v T C h Y S F NZ 6 a VG #: PGW063 EET: 1 OF 4 N ELEVATION 20.75' MAX. TlO.C. TYP 00' MAX. FROM CORNERS TYP. X. X. r 20.75' MAX O.C. TYP. L t= A ANCHOR LAYOUT 6.00' MAX. FROM CORNERS TYP. INSTALLATION ANCHOR fA PLy GEIv wuruows al M MAIN 3T.ro IOX MS. ROCKY MOUNT, VA 24151 118140464{345 FX: 510.164NO2 a7 u it r X m m 4$ a In Z z0 wG om m og o a Ow6 #: PGW063 SHEET: 2 OF 4 1/4' ELCO TAPCON INSTALLATION ANCHOR CAULK BETWEEN, T CONCRETE/MASONRY 8 , ; ' •. ' 1X WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS IX WOOD BUCK CIA. ODOR BY OTHERS / HEIGHT SEE GLAzms t / DETAIL I I EXTERIOR g VERTICAL SECTION 3 HEAD - CONCRETE/MASONRY IEXTERIOR O.A. 000R SEE GLAZING / HEIGHT DETAIL PERIMETER CAULK BY OTHERS f i ;% / :4 ••t• 21/2'MIN. y. '' :.. •• ' ' EMBEDMENT 21/2' MIN. EDGE DISTANCE q VERTICAL SECTION 3 SILL. CONCRETE/MASONRY 21/2' MIN. EDGE DISTANCE CONCRETE/MASOI BY OTHERS 2 1/2' MIN. r EMBEDMENT 1/4' MAX. SHIM SPACE INTERIOR I PERIMETER CAULK I BY OTHERS CONCRETE/MASONRY BY OTHERS 1/4' ELCO TAPCON INSTALLATION ANCHOR INTERIOR 012 WOOD SCREW INSTALLATION ANCHOR 8d ROOFING NAIL INSTALLATION ANCHOR OPTIONAL) CAULK BETWEEN FIN 6 2X WOOD STUD BY OTHERS CAULKSEHIND FLASHING A OVER NAILS BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS / O.A. DOOR HEIGHT EXTERIOR SEE GLAZING DETAIL 1 3/4' MIN. EDGE DISTANCE 2X WOOD FRAME BY OTHERS Y•: 1' 11/2' MIN. EMBEDMENT 1/4' MAX. SHIM SPACE INTERIOR C VERTICAL SECTION 3 HEAD - 2X W000 FRAME PLY' GENEWINDOWS 433 K ^AM ST. W BOX 799. IIOCX9 MOUNT, VA 14191 M 540.444-6346 PX: 540.4944661 vitn m ten A a V. t" aka in ffj T40 a mL Ema mw G kn Z o 5 W '^ N G w a°U Y Z so NG #: PGW063 4EET: 3 of 4 11/2' MIN. EMBEDMENT 1/4• MAX. SHIM SPACE 12 WOOD SCREW INSTALLATION ANCHOR L - 1 3/4' MIN. EDGE DISTANCE ZX WOOD FRAME BY OTHERS Bd ROOFING NAIL INSTALLATION ANCHOR' OPTIONAL) CAULK BETWEEN FIN 6 2X WOOD STUD BY OTHERS EXTERIOR FINISH BY OTHERS CAULK BEHIND FLASHU46 6 OVER NAILS BY OTHERS PERIMETER CAULK BY OTHERS SEE GLAZING DETAIL i HORIZONTAL SECTION 4 JAMB - 2X WOOD FRAME HORIZONTAL SECTION 4 INTERLOCK OR 1/4' MAX. i00 PLY GEM SHIM SPACE WINDI)WS 21/2' MIN. uJ K ALUM ST. ro NOX $39. SOOV MOUNT, VA 1+131 EMBEDMENT 2 1/2' MIN. EDGE M 54049+•6346 M NOdH•NQ 771 DISTANCEZ. •, .•.' m in wrO MJJ d CONCRETE/MASONRY o BY OTHERS 1/4" ELCO TAPCON `^ Q m Yqu SINSTALLATIONANCHORa Zd 5t ':' Cp W9d CAULK BETWEEN 1X W000 BUCK 6 m ea CONCRETE/MASONRY BY OTHERS i':. EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS SEE GLAZING DETAIL 1 O.A. DOOR GO. WIDTH Z F HORIZONTAL SECTION ° I JAMB. MASONRY/CONCRETE H u W G e/e• o.A.1rISULATEO Guss EXTERIOR I I t INTERIOR 1 .75' suss u M BITE v1 y'' NOTE: ti m T v i = h ZGLAZINGDETAIL1GLASSTHICKNESSANDTYPEnsa SHALL COMPLY WITH ASTM E 1300 DW6 # REQUIREMENT GLASS CHARTS. G ` . V' O /o3 Y4OF4SHEET: N 3/2/2018 Florida Building Code Online a.. - Business & Professional Regulation rmam BCIS Home I tog In I User Registration i Hot Topics I Submit Surcharge I Stats f1 Fads I Publicatlons I FBC Staff I BCIS Site Map I Unks I Search Florida r Product Approval y,yrrb 0 USER: Public User Product: Aooroval Menu > Product: or Agpllotion Search > Application list Search Criteria Code Version 2017 FL# 9174 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Appricatlon Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Explred ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL bearcn Kesut>s APPIPcacrvrra ELA IyRg Manufacturer Validated By Status FL9174-R12 Revision Wayne -Dalton, a division of Overhead Door Corporation Jeffrey P. Arneson, P.E. Approved Category: Exterior Doors 904) 821-5200 History Subcategory: Sectional Exterior Door Assemblies Approveo oy wo—, nPp'.— ur vv ...... Contact Us :: 7601 Blair Stone Road, Tallahassee FL 32399 Phone, The State of Florida Is an AA/EEO employer. QMjjght 2007-2013 State of Florida.:: Privacy Statement :: Accessiblllty, Statement :: Refund Statement Under Florida law, email addresses are public records. if you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.139S. *Pursuant to Section455.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they haveone. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personaladdress, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: Credit Card Safe https://floridabuilding.org/pr/pr app_Ist.aspx 1/1 3/2/2018 Florida Building Code Online ProfessionalRegulation r BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats ® Facts I Publications I FBC Staff I BCIS Site Map I Unks Search Florida 0.6 Product ApprovalrUSER: Public User Product ARoroval Menu > Product or AgRilcatlon Search > googcation Us t > Application Detail FL * FL9174-1112 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850)475-6197 Mark_Garon@Dverheaddoor.com Authorized Signature Mark Garon Mark_Garon@Overheaddoor.com Technical Representative Mark Garon Address/Phone/Email 3395 Addison Dr. Pensacola, FL 32514 850)474-9490 Mark_Garon@Overheaddoor.com 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 1 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Gordon Thomas Evaluation Report Florida License PE-46718 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By 3effrey P. Arneson, P.E. J Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL 174 R12_COI _Gordon Tomas COI 2017.PDF Standard Year DASMA-108 2012 DASMA-115 2012 Florida Licensed Professional Engineer or Architect FL9274 R17_Equiv WD2017-00IR2 Evaluation Report - FL 9174.PDF Sections from the Code https:llfloridabuilding.org/prlpr app_dtl.aspx?param--vGEVXQwtDqufllJRfWxf6u7ojnlOheH%2bKagdfe2Panf Y7e2Oj77uQ°/*3d%3d 1/5 3/2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products Method 1 Option D 08/11/2017 O1/02/2018 01/02/2018 02/13/2018 FL* Model, Number or Name Description 9174.1 5120 / 6100 / 9100 #0228 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174_ 13_j]_0228-318958-P8_5,p-[ Approved for use outside HVHZ: Yes FL9174_M_U_3074944_UTk_SMJiplement Chart i9ned.pdf Impact Resistant: Yes FL 174 RL II_ 324620 P16 Jamb Connection Supp syned df Design Pressure: +26.90/-30.80 Verified By: Gordon Thomas FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL2174_1312_6g_WD2017-OO1R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.2 5120 / 6100 / 9100 *0229 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- Installation Instructions FL 174_Ra_U_0229-318959-P9 S,,P-9 LF •917g_R12_ 11_307494 P11 Track $Mpjolement hCartaigned FL 174 R12_l1_324620_Pl amb_Connectlon SLpu p syned.p Verified Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Evaluation Reports FL917 _R12_ WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.3 5120 / 6100 / 9100 #0230 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +25.90/-28.80 Other: Installation Instructions FL9174_H12_g_0230-318960-P10 S.odf FL917 _&U_g_307494 P11 Track SMpRjament Chart @jgned.pdf FL917 R12_LI_324620 P16 Jamb Connection Sumpligned df Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174RI7_Ag_WD20 7-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.4 5120 / 6100 19100 *0231 16' Max width. 8'-9" Max height. Max section height 21". Solid only no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL _RJ2_J 0231-318996-P6_S.pdf Approved for use outside HVHZ: Yes F6417_1312_II_39Z444_P11—IraclS_Slaiiplement Chart 5jgned.odf Impact Resistant: Yes FL9174_&U_U_32957.Q_P16 Jamb Connection SURD g19ned.ladf Design Pressure: +30.00/-33.50 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL917_j3I2 A WD2017-001112 Evaluation ReRort - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.5 5120 / 6100 / 9100 #0234 9' Max width. W-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174_U2_lI 0234-319022-P6 S.pdf Approved for use outside HVHZ: Yes FL9174_Bl U 307494 P11 Track S. upplement Chart Slgned.Rdf Impact Resistant: Yes j_L9174_61 U 324620 P16 lamb Connection Supo sgned.Rdf Design Pressure: +43.20/-49.60 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL 174_R12_AE WD2017-001112 Evaluation ReRort - FL 9174.PDF Created by Independent Third Party: Yes 9174.6 5120 / 6100 / 9100 #0235 16' Max width. 8' Max height. Max section height 21". Glazing available in top or Intermediate section. https://floddabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDqufllJRfWxf6u7ojnlOheH%2bkagdfe2PanfKY7e2Oj77uQ%3d%3d 2/5 3/2/2018 Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ: No FL2174_&,7_U_0235-319023-P7 S.Rdf Approved for use outside HVHZ: Yes FL9174_B12_U_307494 p1_Track SWIRlement Chart il9ned.pdf Impact Resistant: Yes FL 174_R12 II 1 040 Pl Post Istall Instructions gigned.odf Design Pressure: +39.20/-43.70 FL9174_R1211 23 4620P16lambConnection $.ypp $igned.Rdf Other: Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174_ RI2=1WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174. 7 5120 / 9100 *0232 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +12.40/-13.80 Installation Instructions FL9174_ U2_U_Q232-318999-P6_5.Rdf FL 7 _W_U 307494_Pll rac a plement Chart aigned.pdf FL2174_ W_U_37.4620 P16 lamb Connection SURD @lgned.Rdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement Evaluation Reports FL9174 RI _6g_WD2017-001R2 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174. 8 5120 / 9100 #0233 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.50/-20.70 Installation Instructions 3- FL9174_U2_1L023319000-P6_S.Qdf FL9174_& a_U_307494 11_Track implement Chart aigned.odf FL2174_ 612_U_324620 P16 Jamb Connection 5UDD 5jgned.Rdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement Evaluation Reports FL9174_ R12_ WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes door. 9174. 9 1 5120 / 9100 *0236 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.00/-33.50 Other: 9174. 10 15120 / 9100 *0237 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: 18' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL2174_( _ jL0236-319024-P7_ FL2174_& U_U_307494 ell Track implement Chart ligned.pdf FL9174_ B12_j _319040 Pl Post Istall_Instructions sl'gned.Rdf FL9174_ ga_U_324620 P16 Jamb Connection SUDR @jgned.Rdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174_ g]2 AAWD2017-OO1R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 18' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 1132_ 11_0237-319025-P7_&pff FL9174_RI2_ U_307494 en_Track 5 plement hart 51gned.pdf FL9174_RU_ j _319040 Pi Post Istall_I0jURg ions 5jgned.Rdf FL9174_g2_ U_324620 P16 Jamb Connection S W Signed.adf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174_Ma_ WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.11 15120/5140/6100/9100/9400/9600 19' Max width. 10' Max height. Max section height 24". Glazing 0600 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL 174_R12_11 0600-319026-P5 pdf Approved for use outside HVHZ: Yes FL9174_RI _j_307494 Pll Track SwpRlement Chart Signed.Rdf Impact Resistant: No FL9174_III _U_324620 P16 Jamb Connection Suoo Eiigned.odf Design Pressure: + 26.90/-30.80 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174_M WD2017-001R2 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.12 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24" Glazing 0601 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174—_lI 0601-319027-PS_S.pdf Approved for use outside HVHZ: Yes LF 917 —RI2—LI-307494 Ell ra Sump a nt Chart EWned.pd https://floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqufl l JRfWxf6u7ojnlDheH%2bKagdfe2PanfKY7e2Oj77uQ%3d%3d 3/5 3/2/2018 Florida Building Code Online Impact Resistant: Yes FL9174_M_II_324620 P16 Jamb Connection Ski 2sajgned.odf Design Pressure: +41.00/-46.30 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174=RI AE_WD2017-OO1R2 Evaluation Report - FL 9174 PDF Created by Independent Third Party: Yes 9174.13 5120/5140/6100/9100/9400/9600 0602 16' Max width. 10' Max height. Max section height 24". Glazing available in top or Intermediate section. Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other. Doors with glazing shall not be used In the wind- Installation Instructions FL2174_&3_U_0602-319028-P6_S.pdf FL2174_1312_U_307494_W Irac _illltrMlement Chart Slgned.pdf FL9174_W_U_3346_2 6 m _Connection SUDD 5igned.ndf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement door. FL217 _U2_ WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.14 15120/5140/6100/9100/9400/9600 116' Max width. 10' Max height. Max section height 24". Glazing 0603 available in top or Intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +23.00/-25.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure i designed as partially enclosed or door is a replacement door. Installation Instructions LF9174_iR"_II_0603-319029-P6 5-Pd FL9174=W U_307494 ell r c 5 element Ch_5igned.odf L 17 _W U_324620 P16 Jamb Connection SUDD Wned.udf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174_&U_8E_WD2017-0O1R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.15 15120/5140/6100/9100/9400/9600 116' Max width. 8' Max height. Max section height 24" Glazing 0604 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: Installation Instructions FL9174_1112 II 0604-319030-P6_S$,pdf FL9.17 _W_U_307424_P11 TraN aJtplement Chart $igned.pd FL9174_W_II_319040 PI Post Istall_Instructions jgned.odf FL9174_R12_II 324620 P16 Jamb Connection S, upp signed.ndf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174_U2 /M_WD2017-ODIRZ Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.16 15120/5140/6100/9100/9400/9600 118' Max width. 10' Max height. Max section height 24". Glazing 0605 available in top or Intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174_U2_U_0605-319031-P5 &p-0f FL9174_U ]I_ 774494_ell Tra $MRolement Chai signed.odf FL9174_R12_II_ 243620P16JambConnectionSLppsigned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174_W_6E_WD2017-OOIRZ Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.17 15120/5140/6100/9100/9400/9600 118' Max width. 8' Max height. Max section height 24" Glazing 0606 available in top or Intermediate section. Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL917 _F3}?_II_0606-319032-P7_%Rdf FL9174_M_IL307494 Pll Track Supplement Chart jgned.pdf FL9174_R12_II_ 139040P3PostIstall_Instruct[ ons signed.pdf LF9174_RI_U_ 432620P16 ]am Connection 5uppajgned.Rdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174_U2_6E_WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.18 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Solid only - 0609 no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174_R2_U 0609-319035-P6_%pd Approved for use outside HVHZ: Yes FL9274_B32 U_307494_P11 Track SuRRIement Chad_figned.pdf Impact Resistant: Yes FL9174 R32_1I_ 1 040 Pl Post lstali_Instructions siyned.pdf Design Pressure: +39.20/-43.70 FL9174_Ij12_U_ 24 P16 Jamb Connection 5Mippfigned.odf Other: Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes httos:llfloridabuildina.om/Dr/Dr aDD dti.aspx?param=wGEVXQwtDqufllJRfWxf6u7ojnlOheH%2bKagdfe2PanfKY7e2Oj77uQ%3d%3d 4/5 3/2/2018 Florida Building Code Online Evaluation Reports FL2174_U2_6E_WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.19 5140/6100/9400/9600 #0608 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No LF9174_tW_lI 0608-319034-P5_5,pd Approved for use outside HVHZ: Yes FL9274_R12_U_307494 Ul_Track_Sypnlement Chart I gned.Ddf FL9174_R32_II_ 234620_P16 Jamb Connection S upp5igned.RdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +18.50/-20.70 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL2174_g2_9E_WD2017-001R2 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.20 5140/9400/9600 #0607 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No LF9174_aa_II_0607-319033-P6_SS.pdf Approved for use outside HVHZ: Yes Impact Resistant: No FL9174_1_II_307494—IZ_7rack 5R2pjement Chart $gned.odf FL9174=12_U_324620 1)16 ]amb_Connection 5 ZR_E ned.udf Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +25.90/-28.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174_U2_&E_WD2017-0Q1R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee Fl. 32329 Phone: BSD-487-1024 The State of Florida Is an AA/EEO employer. gWjjg t 20D7-2013 State of Florida.::Privagy, 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 mall. If you have any questions, please contact 850.487.1395. •Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: 9 Q_® Credit Card Safe https://floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQvADqufllJRfWxf6u7ojn10heHa/o2bKagdfe2PanfKY7e2Oj77uQa/o3d%3d 5/5 mm SHORT GLAZED PANEL OPTION - .090' MINIMUM SB GLAZING IN MOLDED FRAMES SCREWED TOGETHER ITH A MINIMUM OF (6) flil1' SCREWS INSTALLED 10 OP OR INTERMEDIATE SECTION (WITH OR WITHOUT ECORATIVE INSERTS) MEETS UNIFORM STATIC OESIGN RESSVRES SHOWN ON THIS DRAWING. GLAZING HALL HAVE A MAXIMUM HEIGHT OF 13.76' AND A IA)OMUM LENGTH OF 16.75". GLAZING IS NOT IMPACT 9:STSTANT AND DOES NOT MEET THE REQUIREMENTS OR MHO -BORNE DEBRIS REGIONS L LONG GLAZI:D PANEL OPTION - NOT AVAILABLE MTH THIS OPTION CQOE I. VINYL ON WOOD DOOR STOP HALED A MAXIMUM r 6' O.C. MUST OVERLAP TOP AND BOTH ENDS OF ANE1S NHMUM 7/16' TO MELT NEGATIVE RESSURES. 4. KEY LOC. SUOE LOCKS. OR OPERATOR REQUIRED. 6. SECTION SHALL BE CONSTRUCTED WITH FOAMED IN PLACE POLYURETHANE FOAM INSULATION CHEMICALLY BONDED TO 30 CA MINIMUM FACER STEEL AND A POLYLAMINATE OR 32 CA STEEL BACKER. ENO CAP TD HAVE A MINIMUM 1.4' DEPTH. 6. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL. OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. 7. DOOR JAMB TO BE MINIMUM 2XG STRUCTURAL GRADE LUNBER REFER TO JAMB CONNECTION SUPPLEMENT FOR ATTACHMENT YO SUPPORTING STRUCTURE e. LOUVER OPTION - .040' MINIMUM LOUVERS IN MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM Ual' SCREWS INSTALLED IN THE 601IOJ_ LOUVERS ARE NOT IMPACT RESISTANT 0 NOT MEET THE REQUIREMENTS FOR WIND-BORNE GEMS REGIONS. LOUVERED SECTION RECIURES OPERATOR SIRE TO BE FACTORY INSTALLED AT TIE COCTOBWE OF THE DOOR. SUPERIMPOSED DESIGN PRESSURE MIN 3 AS SHOWN) 16 CA MIN VERT- TRACC 5/16R1-6/6' LAC SCREW AT EACH JAMB BRACKET 1/4-20W/16- TRACK DOLT AND 1 /4-20 HOE NUT AT EACH JB JAMB BRACKET LOCATION SEE SCHE OLIMITY. KEY LOCK OR SLIDE LOCK - BOTH ENOS NOT REQUIRED WITH OPERATOR - SEE NOTE 4). SLICE LOCK SHOWN FOR NOTE, (4) SECTION SOLID DOOR SHOWN. SEE SKEET 2 FOR U-BAR LOCAMINs ON DOORS WITH OTHER SECTION QUANTITIES AND SEE NOTE 1 ON THIS SHEET FOR GLAZING OPTIONS. I ODOR I DOOR I UNFORM LOAD EACH JAMB (PLF)MONT I ROM E. SCARS PE 3121 FNROATE OIL CAWOQLTON. 1X 75007 FL PE 51737 1$ PC DOM#= Y FOR V GTION OF OORMONDCOCONSTTWIO CROON OOEETM& SEE U-BAR NOTE ON 5MLLI 2 FOR UNBAR INSTALLATION REVISIONS 1 ADDED SUPERIYPOSiD, ESGN PRESSURE LOADS' f 0 N SUPPGRITNC U7FIE ANO Af9FlED NUMBER OF ASIE,CN A" CENTER ROES REQUIRED FOR ARROWER 0009 WIOTHS B 5/10/00 ATEDTHAT LOUVERS E NOTIMPACT Nom, (6) CENTER HINGES PER JOINT REQUIRED dN DOOR WIDTHS GREATER THAN 12'-0'. (3) CENTER HIN4ES PER JOINT REQUIRED ON DOOR WIDTHS LESS THIN OR EQUAL TO 127-0'. FOLLOWING dMFN51GN DENOTES sLOT1ED JAG® BRACKET ATTACHED TO TRACK WITH 1/4-204/16' TRACK BOLT AND NUT. FOLLOWING DIMENSION DENOTES QUICK INSTALL JAMB BRACKET INSTALLED IN BUTIFRFLY sLOT. NO AOOITIONAL HARDWARE NEEDED TO ATTACH TO TRACK. DOORS WITH HIGH In ROOF PITCH, AND/OR GREATER THAN e' IN HEIGHT REQUIRE USE OF OGNIINUOUS WALL ANGLE. SEE SUPPLF3k)NT TRACK CHART FOR DETAILS - STATIC SIZES SC SURE RATINGS APPROVED ayne® + 25 90/-28.80 MAX WIDTH: 3EL S/-43.20 MAX NIGHT: 8'-9' ORpaitonTED (YES/NO): NO MAX SECTION RIGHT: 21' CHODELS5140/9400/9600 dNSON OF OVERHEAD DOLOR C PENS °ACMADDISONA F ORORIDA 332514SPECIFICATION OPTION CODE 0607 IBM) 474-9890 IOOIFED JAMB TORT SCIEDUIE FOR OPTION. ADDED lHR H DETAIL SHEET 2. 4/ 17/05 WOED TEXAS LICENSE BER TO TITLE DOCK. MAXNCED HEIGHTB'- S'. AODEO HIGH AND ROOF PITCH CK NOTE 4/ 29/09 UPDATED Tluz BLOCK 5/ 4/10 DA SHEET 1 OF 2 DRAWING PART NO. I REV. 319033 P5 CA ADJUSTABLE TOP PLACE U-BAR OVER INTEGRAL RB 13 CA ADJUSTABLE TORE ATTACHED TO WITH THE (8) PRE- PUNLA TOP FIXTURE IE-PUNCHED HOLES HOLES EACH END FACI BOTTOM OF U-BAR AND ATTACH THRU EN TH (2) 1/4-14x5/B' •/ EACH ENO SELF ORRLINO Cl2MPlI' • VMP5511TE SCREWS FOR STANDARD TRACK1/4-14x7/8' SB.F DRINPTRE SCREWS FOHEADROOM TRACK (2 ARE USED TO ATTACHP BRACKET AS SH0m)' LOW HEADROOM TRACK IIEIAIL_A Q T 3 CA ROLLER SLIDE ATTACHED TO RE- - PUNCHED HOLES IN TOP OF U-SAR MTN ( 21 1/4-14x8/8' CRIMPTITE SCREWS. JSE VIEWING HOLE IN SIDE TO ENSURE ROPER ALJCCNENT OF ROLLERS 15 CA HINGE ATTACHED WITH ( 4) 1/4-140/8' CRIMPTITE SCREWS (2 OF ' WHICH ARE FACTORY 1 ATTACHED) 2' NYLON STORMOARO .Jjz•) ROLLER WITH 4- 1/2' STEM DETAIL B PLACE U—BAR OVER INTEGRAL. RIB WITH THE ( 6) PRE -PUNCHED HOLES EACH ENO FACING UPWARD AND ATTACH THRU ENO CAP AT EACH ENO PATH (2 1 4-14x7/8' SELF ORILLNC CRIMPTITEYiS EXCFPj= U-BAR PLACED OVER 70P RIB ON THE BOTTOM SECTION SHALL ONLY BE ATTACHED THRU ENO CAP AT EACH ENO WITH (1) 1/4-14x7/9' SELF DRILLINGCRIMPTITE 4I7REWLOCOONTHEIOTTON FLANGE OF THE U-BAR DUE TO S AT CLEARANCES ERHIREDS OF TO INSTALLSCU- BARS, ALL U-BARS SHALL BE INSTALLED ON SECTIONS PRIOR TO INSTALLING ROLLER SJOES AND TOP FIXTURE ON THE U-BARS SEE ATTACHMENT NOTES ON THIS SHEET. PLACE U-BAR OVER 18 CA HINGE ATTACHED INIEGRAL ROB AND ATTACH WITH (6) 1/ 4-20x9/8" WITH ((2)) 1/4-20x5//Bg'' YHRU CWMPTITE SCREWS (2OFWRRCHAREFACTORYY CRIMPTITE SCREWS PRE - PUNCHED HOES AT ATTACHED. 3 OF WHICH EACH INTERMEDIATE HINGE ARE FIELD INSTALLED INTO LOCATION (1 THRU FLANGE TOP LEAF, AND 1 OF OF U-BAR ARO BOTTOM WHICH IS FIELD INSTALLED HINGE LEAF AND 1 THRU THRU PRE -PUNCHED HOLE WEB OF U-SAR AND IN U-BAR INTEGRAL RIB OF SECTION) 12 CA BOTTOM BRACKET ACTORY ATTACHED WIT" o LACE U-BAR OVER INTEGRAL FIB WITH 3) 1 / SCREWS BORE END CAP ITE AND ATTACHTACHTCLEARHRUATEACHE10 WITH (11 1/4-14x7/8• SELF DRILLING GRIM SCREW AS AND ELF 4- 14171 OWWNGTE191CHINPIIWABOTTOMOFTHE BOTTOM U-BAR AT EACH PRE-fUNCHED H(OLLE AT EVERY DETAIL D HINGE LOCATION. S /8. OTHER CWMPTITE SCREW ATALLPRE -PUNCHED HOLE LOCATIONS JOHN E SCATES K 3121 FAIR ATE OIL CARRQLTM. TX 75007 FL PC 61737 TX PE OWCl/F27W RF VERFIGITINN OF EONDADGONSSTRICCIIIONOET7MS5) SECTION DOORS 10 CA. 80 KSL U- BARS LOCATED OVER INTEGRAL Ries AS SHOWN-- 4) SECTION DOORS WITH (5) 3'. 18 GA, BO KS U- BARS LOCATED OVER INTEGRAL RIBS AS SHOWN 1. ALL U- BARS SHALL_ BE PLACED OVER IMMORAL RIBS AND ATTACHEDT18NPRE-PUNCHEO HOLES WITH (2) 1/ 4-105/8' CRIMPTITE SCREWS AT EACH INTERMEDIATE HINGE LOCATION. ( 2) 1/4-107/8' SELF DRILLING CRIMPTITE SCREWS AT EACH ENO CAP EXCEPT BOTH U- SARS ON BOTTOM SECTION - SEE DETAIL 0 AND 0 TAILS SHEE (21 1/4-14x0/0' CRIMPTITE SCREWS APPROXf1 Y MIDWAY BETWEEN ENO OF DOOR AND INTERMEDIATE NNGE LACATIDN. AND (1) 1/ 4-1415,8' CRIMPTITE SCREW APPROXIMATELY 8 FROM EACH EM FOR DOOR WIDTHS GREATER THAN 12'-W. THERE SHALL BE A TOTAL OF (20) SCREWS ATTACHING EACH U-BAR EXCEPT BOTTHH U- BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF (18) SCREWS EACH. FOR DOOR V40THS LESS THAN OR EQUAL TO 12'-0', THERE SHALL BE A TOTAL OF ( 88 SCREWS ATTACKING EA04 U-BAR EXCEPT OOIH U-BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF (14) SCREWS EACH. 2. VAIN THE EXCEPTION OF THE (0) PRE -PUNCHED HOES IN THE TOP OF EACH ENO USED FOR ATTACHMENT OF THE ROLLER SLICES AND THE (8) _ PRE -PUNCHED HOES IN THE BOTTOM OF EACH ENO USED FOR THE ATTACHMENT OF THE TOP.FIX LIRE AND UNLESS NOTED OTHERWISE ON THIS SPECIFICATION ORAWIMO. ALL PRE-PUN04ED HOLES IN 1/4- 14x5/ 9 CR BE ATTACHED To THE DOOR MPTITE SCREWS. 3. 18 CA U-BARS SHALL BE STAMPED '48' APPROXIMATELY e' FROM EACH END. CTAT1r. PRFSSURE RATINGS APPRC Wagne® PWNOLOAO PSF): + 25.90/- 28.80 MAX MUM: ,o PSF ; +38.85 - 43.20 MAX HEIGHT: 8'-8' OR Dalton /CYCLIC RATED ( YES/NO): NO MAX SECTION HEIGHT: 21" H]1 MODELS 5140/9400/ 9600 VISION OF OVERHEAD DOOR COIN 3305 ADDSON DIVE PFNSACMA. FLOPMA 32314 SPECIFlCAMN OPTION CODE 060 HERS AND CENTER S REQUIRED FOR OWER DOOR WIDTHS. 5/10/05 MIAFO NOTE B TO 5/8/07 MODIFIED JAMB CKET SCHEDULE FOR OPTION. ADDED LHR CK DETAIL SHEET 2. 4/17/01 ADDED TEXAS LICENSE NBER TO TITLE BLOCK. WCEO LOUVER NOTE. REASEO MAX HEIGHT 8'-9'. ADDED HIGH T AND ROOF PITCH LCK NOTE T 4/20/ 09 UPDATED TITLE BLOCK T 5/4/ 10 3/8/08 GRT MI 4/151/ 08 MRB SHEET 2 ' OF 2 DRAWING PART -NO. I REV. 319033 P5 14" MAX 12" MAX 12" MAX I I 12" \ ! MAX 12.. MAX 12" MAX CLIPS TO BE EITHER RIVETED. BOLTED. OR WELDED. SEE DETAILS THIS PAGE. PLATE LOCATION HEDULE CLIP DETAIL UP LOCATIONS SEE SCHEDULE TRACK 691 E SCATES. PE 7121 iN11TulE 0A. C1110KAL,O11, Tx 75DD, R PE sim Tx PC 0N00/Vrm Vuw=TlTKIN 1r WJOJ D STRUccTM UEETAOOMMONLYSS 13 GA MIN CONTINUOUS WALL ANGLE 11 GA MIN CLIP SEE SCHEDULE- 13 GA MIN CONTINUOUS WALL ANGLE 2) 1 /4" X 7/16 SEMI TUBULAR RIVITS 11 GA MIN CLIP SEE SCHEDULE- 0. 28" L, 2 13 GA MIN CONTINUOUS WALL ANGLE 3) 1 /4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT 11 GA MIN CLIP SEE SCHEDULE OR4"-20 TRACKCARRIAGEBOLT WITH 1/4"-20 NUT TRACK TYPICAL CLIP WELDING_ DETAIL DESIGN PRESSURE CHART DOOR MAX PSF WIDTH 9'-0" 46.0 PSF -52.0 PSF 16'-0" 46.0 PSF/-52.0 PSF PSF -52.0 PSF ANGLE 12 FOOT ITED 0/11/03 IP0ATE0 FORMAL EASED ALLOWA9lE ZURES TO 00/-52.00 PSF FOR DOOR WIDTHS. LACED 'TE%AS WALL Le TO 'CONTINUOUS L ANCLE'. ADDEO STRATE MOUNTING ML CHANGED TO N HD ANCHORS 2/07 CHANCED FORMAT. IE0 MODELS 9600 1 5024 WITH OVERLAY TRACK CUP IEDULE. r 5/21/o7 UPDATED MODELS TEO IN CHARTS OATEO SPLICE Sc CUP r1FAULES. a 9/00/07 KTED CHARTS TO E THE USE OF CUP (REPLACED ACROSS THE XPANOED 1-1/2' TO 9' ODOR THICKNESS IT UP TO 14 HIGH. 12/11/06 UPDATED MILE x 9/2/10 NAMEwac® Dalton 7 CRT CHECK MRFI23395MSHEETIADDISONDRIVE P( 6501474- 990RIDA 32514P10 O. REV. TRACK SUPPLEMENT CHART 2 3/4" +1" EDGE DIST MIN 3/16" THICK STEEL FOR MOUI` E60XX MIN 1 8 2-2 1 /8 V 2— 24 16" x 1-5/8" WALL ANGLE 1/4-20 AG SCREW OR QUIVALENT INTO IIN 2 x 6 N0.2 TRACK CU PF (G=0.42) OR IETTER AT EACH 1/4-20x9/16" 40LE OR•PAIR OF TRACK BOLT AND SOLE LOCATIONS HEX NUT MOUNTING TO WOOD JAMB _DETALL MOUNTING TO STEEL DETAIL 2 3/4' OPTIONAL: WALL ANGLE MAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL WITH MIN. (1) 1/4-200/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDIN( a a' 4 4 4• FITRACK 8" SIMPSON TITEN HD, 3/4" MIN EMBED INTO IN 2000 PSI CONCRETE T EACH HOLE OR PAIR F HOLE LOCATIONS ALL ANGLE 4-20x9/16" BOLT AND CONCRETE MOUNTING DETAIL-------__,' / 4-20 HEX NUT TRACK CLIP A0I E. SCATE& PE 3121 iNKWIE 0R. GiWl0.LlON, Tx 75007 R PE 01747 Tx PE 00400/I2m PROFEWMAL DEVDMMVIONaoXODIBTRUCI L& REVISIONS X-CUPS-TE4 ANGLE 12 Ft ITED 6/11/03 WRES TO 37-00 PSF FOR IOOR WIDTHS. CEO 'TEXAS WALL C TO 'CONTINUOUS ANGLE'. ADDED TRATE MOUNTING IL, CHANGED TO HD ANf210RS 4/2/07 HANGED FORMAT. L MODELS 1000 8024 WITH OVERLAY RACK CUP ED MODELS CHARTS. SPUCE k CUP UPDATE MOUNTING AIL DRAWINGS. 10/05/07 UPDATED CHARTS TO 1WAE THE USE OFTlREPmH #2 GAOTME xPANDED 1-1/2' TO e' DOOR THICKNESS IT UP TO 14' HIGH. 12/11/08 ADDED MODEL 0700. 1TED TITLE BLOCK B/2/10 MODELS 9100 9400 9600 9700 9eUo il mllh) DOOR CLIP #'S FROM BOTTOM TO TOP ICE PLATE # HEIGHT 7'-0" 1 4, 4, 4, 4, 4, 4 6 8'-0" 4, 4, 4, 4, 4, 4, 4 6 9'—O" 4, 4, 4, 4, 4, 4, 4, 4 6 10'-0" 4, 4. 4, 4, 4, 4, 4, 4, 4 6 DATE NAME W gni! Dalton DRAWN 0/21/07 CRT CHECK 8/21/07 I MR8 SHEET 2 OF 2 ORAWING PART NO. 307494 REV. P10 3399 ADDISON DRIVE P°J( 50) A47h989032514 TRACK SUPPLEMENT CHART A Division of overhead Door Corporation Jamb Connection Supplement This document provides a series of connection schedules and basic detailing concepts for theconnectionofgaragedoorjambstobuildingframeswiththeuseofvariousfasteners. DASMA Technical Data Sheet TDS-161 may be used as an alternate to this document. PM 324620 Rev. P16 SCHEDULEI 5/16" DIAMETER LAG SCREWS 1. BASED ON 5/16' DIAMETER LAG SCREWS WITH 1-1/Y O.D. WASHERS WITH A 1-9/32' THREAD PENETRATION INTO SEASONED DRY WOOD SUPPORTING STRUCTURE. 2. PROVIDE QUANTITY OF LAG SCREWS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN INTABLEWITHAMINIMUMOFTHREE (3) LAG SCREWS PER JAMB. LAG SCREWS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6' FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TMNG DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD - 30ps1 DOOR WIDTH a 16ft LOAD PER JAMB - 30ps1 x 1012 - 2401bM 4. CHART IS BASED ON 6'-6' MINIMUM AND 24'-0' MAXIMUM DOOR HEIGHT, 5. DOOR JAMB TO BE 2x4 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNERANDSHALLBEDESIGNEDFORTHEJAMBLOADLISTEDINABOVETABLEASCALCULATEDPERNOTE3. 7. MINIMUM EDGE DISTANCE SHALL BE 12', MINIMUM FASTENER SPACING SHALL BE 1.12% AND ALL HOLES SHALL BE PRE -DRILLED TO PREVENT SPLITTING. 8. LAG SCREWS SHALL CONFORM TO ANSI / ASME STANDARD B18.21. Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:56:33-06'00' Approved John E. Scates, P.E. 3121 Falrgate Dr. Carrollton, TX 75007 Revision P16 FL PE 51737 TX PE 56308/F2203 SCHEDULE 2 16d COMMON WIRE NAILS AND 16d THREADED HARDENED -STEEL NAILS 1111111//[// pI IN No. MTV Fir p STATE OF 4-1 ZZ it'•.!10R Qp• O N, 101, 1111 1. BASED ON 16d COMMON WIRE NAILS (0.162'x3-1/2' OR 16d THREADED HARDENED -STEEL NAILS (0.148"x3-1/2') WITH A MINIMUM PENETRATION OF 2' INTO SIDE GRAIN OF MAIN MEMBER. 2. NAILS SHALL BE PROVIDED IN PAIRS AT A MAXIMUM SPACING AS SHOWN IN TABLE WITH AMINIMUMOFTHREE (3) PAIRS OF NAILS PER JAMB. NAILS AT TOP AND BOTTOMOFJAMBSHALLBEPLACEDAMAXIMUMOF6' FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH =16ft LOAD PER JAMB = 30pst x 16ft/2 = 240lb/It 4. CHART IS BASED ON 6'-6' MINIMUM AND 24'-0' MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x4 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY>=D.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6, DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNERANDSHALLBEDESIGNEDFORTHEJAMBLOADLISTEDINABOVETABLEASCALCULATEDPERNOTE3. 7, EDGE DISTANCES, END DISTANCES AND SPACINGS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. Digitally signed by John E. Scates, P.E. roved Date: 2015.02.20 095658 -06'00' App John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 750D7 Revision P16 FL PE 51737 TX PE 56308/F2203 SCHEDULE3 3/8" 0 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL. WEIGHT CONCRETE SCI//// Nu, 0737 ' p : STATE OF : Q t1 f/11 i O.c'•.!LOR QP d? III11 1. BASED ON 318"0 A307 HEADED OR HOOKED (1.69" MIN. HOOK LENGTH) ANCHOR BOLTS WITH A 2" O.D. WA511tKWITHAMINIMUMEMBEDMENTDEPTHOF3" AND A MINIMUM EDGE DISTANCE OF 3". 2. PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN INTABLEWITHAMINIMUMOFTHREE (3) ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOMOFJAMBSHALLBEPLACEDAMAXIMUMOF6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2, EXAMPLE: DESIGN LOAD = 30ps1 DOOR WIDTH =161t LOAD PER JAMB = 30psf x 10/2 = 2401bt" 4. CHART IS BASED ON 6'-6' MINIMUM AND 24'-0' MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. RE SHALL BE THE SOLE RESPONSIBILITY F THE S. ISHALL AS BE DESIGNED FO RR THE JAMB LOAD LISTED BLEINABOVETACALCULATEDBUILDING PER NOTE 3. ANDDESIGNER Digitally signed by John E. Scates, P.E. roved Date: 2015. 02.20 0957:27 -06'00App John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Revision P16 FL PE 51737 TX PE 56308/F2203 SCHEDULE 4 3/8"0 SIMPSON TITEN HD SCREW ANCHORS No. 0737 S rim OF gw- O.c";s !LOR O O? . 1. BASED ON 318.0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-314" O.D. WASHER INTO NORMAL WEIGHT UNCRACKEDCONCRETEWITHAMINIMUMEMBEDMENTDEPTHOF2-314" AND A MINIMUM EDGE DISTANCE OF 2-314'. 2. BASED ON 318"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-314' O.D. WASHER INTO GROUT FILLED CMU WITH AMINIMUMEMBEDMENTDEPTHOF2-314", A MINIMUM EDGE DISTANCE OF 4% AND A MINIMUM END DISTANCE OF 4'. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF SCREW ANCHORS AS REQUIRED TO MAINTAIN.MAXIMUM SPACING AS SHOWN INTABLEWITHAMINIMUMOFTHREE (3) SCREW ANCHORS PER JAMB. SCREW ANCHORS AT TOP AND BOTTOMOFJAMBSHALLBEPLACEDAMAXIMUMOF6' FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD - 30ps1 DOOR WIDTH -16ft LOAD PER JAMB - 30ps1 x 161t/2 - 2401bM 5. CHART IS BASED ON B'-6' MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 6, UMR JAMB TO BE 2X6 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY>.42) LUMBER BETTER MOUNTED TO SUPPORT STRUCTUREIFMOUNTINGOVERDRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNERANDSHALLBEDESIGNEDFORTHEJAMBLOADUSTEDINABOVETABLEASCALCULATEDPERNOTE4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:58:01 -06'00' Approved John E. Scates, P.E. 3121 Fairpte Dr. Carrollton, TX 75007 Revision P16 FL PE 51737 TX PE 5630BIF2203 SCHEDULE5 3/8" 0 HILTI KWIK BOLT 3 EXPANSION ANCHOR SOW 1 III/ /// i, • I No. M737 p STATE OF : 4- 0C ORiO.=' ON . s ONA `' rrri 1. BASED ON 3/810 HILT] KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4' O.D. WASHER INTO NORMAL WEIGHT UNCRACKEDCONCRETEWITHAMINIMUMEMBEDMENTDEPTHOF2-1/2' AND A MINIMUM EDGE DISTANCE OF 3'. 2. BASED ON MINIMUM EMBEDMENT HILT) KWIK BOLT DEPTH OF3 EXPANSION AND A MINIMUM EDGE DISTANCE OF WASHER INTO GROUT FILLED CMU WITH A ONLY ONE ANCHOR PER MASONRY UNIT CONCRETE MASONRYUNITSSHALLCONFORMTOASTM C90 AND GROUT SHALL CONFORM TO ASTM C476, 3. PROVIDEQUANTITYOFANCHORSASREQUIREDTOMAINTAINMAXIMUMSPACINGASSHOWNINTABLEWITHAMINIMUMOFTHREE (3) ANCHORS PER JAMB. ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6' FROM THE END OF THE JAMB. 4. LOADPERJAMBCALCULATEDBYTAKINGDESIGNLOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. ; EXAMPLE: DESIGN LOAD = 30pst DOOR WIDTH a 16tt LOAD PER JAMB a 30psi x 16M - 240lb/ft 5, CHART IS BASED ON 6'-6" MINIMUM AND 24'-0' MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE TO ACHIEVE MINIMUM 7. IFDESIGNIONG F THEUPPOOVERDRYWAST, INCREASE FASTENER LENGTHRUCTURE SHALL BE THE LE RESPONSIBILITY OF THE BUIJLDING DESIGNER IRED AND SHALL BE ION. B. SCREW ANCHORS DESIGNED BE INSTALLED PER MANU FACTURER'S ACTURER'S WRITTEN INSTRUCTIDINABOVE TABLE ASONSPERNOTE4. Digitally signed by John E. Scates, P.E Approved Date: 2015.0210 09: 58: 27 -06'00' John E. 5cates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Revision P16 FL PE 51737 TX PE 56308/F2203 Wagpdo palton 3]93 ADD60ee DRIVE PEN3ACaA tpRmA ]251{ 9W) {7{-1100 No.51737 O STATE OF :+Uj i Off•• FLOR O' ? . Diglmlly signed by John E Sates, PJ: Date; 20154220 095853 -06'00' A7ML GAR as rAm+i[ a cAAmAm+ a r>mr M1 R 31f31 if R e\70./l7G RO®O W 1Oww mme RfN1 r IDW se)Tll i L= y 3N smmw mDi m sOiR ARm101 RM A 1 1 C WAASHM AND A Me"porno or L-3/C Alm A WINN W" a6iA1RL v x—y+•. m7aL1 prim I At CONNECTION SUPPLEMENT MG PART MG. I REV. 32462D P15 Wagne ssas ADDISON Dave vEasAcau i1Di®A yss1• asD) 47"NO 1R1 a . a W (a a a or 1a nOl W L" S" y YAII N1D11A L TISiC G IMD YAT m s+ne slw Cl 9 uu E M SAE IR7Da15m7fT OF TV¢ PImK9WAL a azram na 1VIE s1aVCnaa- a-3/4 lal GdgS YN 1 pip W 07nE71 6 IMO<T IAAlID1 iD t 1 Dr 7= pm mum AYa mtM//11 7 1f1AOt .0 AND 1 20 HM AND x N CA ''' AMKWM UML41M BnAL•y cr wR mmaramaVia_ mAL No. W311 IL0 STATE OF ; gyp. \ PLOR%,D o`` N' ; \x Digitally signed byJohn E Sotes m Date: 2015.0220 W-5926 -06'00 s>rEEr z CcINNIL aaTKAa611Wnamr 11 R Bran A K aos/raeD JAMB CONNECTION SUPPLEMENT VD1G PART N6 REV. 324620 P16 Florida Buildings Code Online Code Version 2014 ALL Application Type ALL Category Application Status ALL Quality Assurance Entity AL Product Model, Number or Name ALL Approved for use in HVHZ PL Impact Resistant ALL other Page 1 of 1 ObF,l'_,;0_U'r.D-3Ft_. a01:3FD19101b1.9-Qo':J cL99F FL* Product Manufacturer Subcategory compliance Method Quality Assurance Entity contract Explred Product Description . Approved for use outside HVHZ Design Pressure 15000 ALL ALL ALL ALL ALL ALL ALL earth Results - A lications j erdated Sv tatus F Tune Mauer Ryan 1. King, P.E. Approved Fl 1SDD _R2 Revlston Therma Tru Corporation (813) 767-6555 Category: Exterior Doors History Subcategory- Swinging Exterior Door Assembliesrrnrrdsslon if necessary P De:9smffi3 4 ma veta e! Flmlda.:: mra.a+u."W—' :: :: Tft state of Florida Is an WOO emplayw• rmaU address releaseQ M resporsa to a pubUo-remrds r piest do not sandarepudkrecords ]r you do not want Yawhave laas1 concha g5p.4b nh an . n=B addrete Undo Florida law, errvU addresses hone or by tmdditi iimfdo If any moat prima r>te DapaTtrne+d wtlh an emaU address V eleel"nk mall fD tlr6 erdltY• mad• mrdars 1M oT-Irs by p U addresses are public remrd. V you do not wish to sewn 455275i1), raDT S"Whs, rray bve Od for 1, FW W Idea _ _ To ddermft V you are a lkwsw under have om The smells provided n. be used for of wit mmmudoddr ss w the Over bG r. However supply a pen:ormi address, phase provide ux Dew with acnue 455address , MM coddcc b [le MUab-e w the public pmduct Approval AReD>F 1cri:Uril% ntF F'L'(-" 2/14/2018 Florida Building Code Online IL Professional . 1 ` r BCIS Home I Log In I User Registration l Hot Topics Submit Surcharge I Slats s Fads l Publications l FBC Staff l BCIS Site Map I Links Search Florida 4-0 Product Approval USER: Public User du'9i q ur Product Aaoroval Menu > Product or Aoolicatlon Search > Application List Search Criteria Code Version 2017 FL# 16103 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL r L# Iypg Manufacturer Validated By, Status FL16103-R9 Revision Ply Gem Windows National Accreditation & Management Institute Approved History Category: Windows 804) 684-5124 Subcategory: Single Hung Apprvveo oy u*'.. Apprvveu uy uorn anon vc ,c..c..cv aov ,uw,.cv yr — o...,.,....- ,,.,....... -.. .....------. ,. Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32329 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Qgyrlght 2007-2013 State of Florida.:: Privacy Statement :: pccessibllity Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 45S.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an emall address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts, Credit Card Safe https://floddabuilding.org/pr/pr app_Ist.aspx 1/1 2/14/2018 Florida Building Code Online y Professional Regulation rg- BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats S Facts I Publications I FBC Staff I BCIS Site Map I Unks Search dDFlorida V 1 Product Approval or USER: Public User trra.-+dreprco . Product ARRfOVaI Menu > Product or AORliotion Search > ARRft0g2a Ust > Application Detail FL # FL16103-119 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 Ply Gem Windows Address/Phone/Email 433 N. Main St. Rocky Mount, VA 24151 614)532-3596 luanne.harris@plygem.com Authorized Signature Luanne Harris luanne.harris@plygem.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/1.S.2/A440 2005 AAMA/WDMA/CSA 101/1.S.2/A440 2008 AAMA/WDMA/CSA 101/1.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2009 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 12/20/2017 https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh1000gbVYRGlTqUSzNzJCVvRqOvjVOzheKNAa/o3d%3d 1/3 2/14/2018 Florida Building Code Online Date Validated 12/21/2017 Date Pending FBC Approval Date Approved 12/27/2017 Summary of Products FL # Model, Number or Name Description 16103.1 Ply Gem 1500 Single Hung, Non -impact (Alt. Substrates) Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL16103_RR2_C_CACNI011350.01-113.p1 Approved for use outside HVHZ: Yes FL16103_n_C_C8C_NI011350.02-R3.odf Impact Resistant: No FL16103_B2C_CAC NI011350.04-R3.12dj Design Pressure: N/A FL1610_U_C_CAC_NI011350.05-R4.D0f Other: Refer to installation detail for sizes, configurations and FL16103_U_C_CAC NI011350.06-R3.pdf ratings. FL16103_B2_C_CAg_NI011350.07-R3.odf FL16103_R9_C__CAC NI011350.08-RS.Ddf 1 1 _;_CAC N1011350.11-R4.Dd FL16103_R2 C_CAC N1011350.16-R3.12df FL1610 R9_C_CAC N1011350.20-R3.pdf FL16103 R2_C_CAC_N1011350.21-R3.12df FL16103_RR2_C_C ,C_NI011350.22-R4.01 FL1610 _Ra2_C_CAC_NI011350.25-R3.Ddf FL1610 _32_C_CAC NI013370.02.pjf FL1610 _B2_C_CAC_NI013370.03.odf FL16103 R_C_CAC_N1013370.04.odf FL16103_U_C_C&_NI013370.05.pfj FL16103_B2_C_CK_NI013370.06.Ddf Quality Assurance Contract Expiration Date 04/30/2020 Installation Instructions FL16103__LPGW 381-C.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL16103_RRAE va Re ort-PGW181-C.odf Created by Independent Third Party: Yes 16103.2 Ply Gem 1500 Single Hung, Non -Impact (As Tested) Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL16103_62_C_CAC NI011350.01-R3.P_9 Approved for use outside HVHZ: Yes FL16103_B2_C_C6C_NI011350.02-R3.odf Impact Resistant: No FL16103_32_C_C6_NI011350.04-R3.odf Design Pressure: N/A FL16103_32_C_C6r_NI011350.05-R4.I& Other: Refer to installation detail for sizes, configurations and FL16103_B2_C_CAC_NI011350.06-R3.odf ratings. FL16103_B2_C_CA S_NI011350.07-R3.odf FL16103 RR2_C_CACN1011350.08-RS.udf FL16103_RR_CAC NI011350.11-R4.o_f FL16103_RR2_C_CAC N1011350.16-R3.Rdf FL1610 R2_C_CAC N1011350.20-R3.D&f FL16103_R2_C_Q6g_ NI011350.21-R3.odf FL16103_32_C_CAC_NI011350.22-R4.Ddf FL16103_RR2_C CAC NI011350.25-R3.12df FL16103_g9_C_C6r_N1013370.0L= FL16103_B2_C_C6_N1o13370A3.odf FL16103_82_C_CAC N1013370.04.Ddf FL16103_&2.C_CAL_N 1013370.05. Ddf FL16103_B2_rC6r_UW 3370.06.odf Quality Assurance Contract Expiration Date 04/30/2020 Installation Instructions FL1610 _a2_II PGW198 AS TESTED.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 16103.3 Ply Gem 1500 Single Hung, Impact (Alt. Substrates) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No _ FL16103_62_C_CAr_NI011350.12-R2.off Approved for use outside HVHZ: Yes FL16 RQ_C_AC_NI011350.14-R2.odf Impact Resistant: Yes FL16103_B2_C_C9f_NI011350.24-R2.odf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: Refer to installation detail for sizes, configurations and 11/30/2022 ratings. Installation Instructions FL16203_32_I1 PGW183-B.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports https:lfoddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh1000gbVYRGlTqUSzNzJCVvRqQvjVOzhoKNA%3d%3d 2/3 2/14/2018 Florida Building Code Online FLl _IR2_6E_EvalReoort-PGW183-B.pd_f Created by Independent Third Party: Yes 16103.4 Ply Gem 1500 Single Hung, Impact (As Tested) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16 _C_CAC_NI011350.12-R2.Ddf Approved for use outside HVHZ: Yes FL16103_Ra2_C_CAC NI011350.14-R2.odf Impact Resistant: Yes 1FL6103_R9_C_CAC NI011350.24-R2.Dd Design Pressure: N/A Quality Assurance Contract Expiration Date Other: Refer to installation detail for sizes, configurations and 11/30/2022 ratings. Installation Instructions FL16103_a2_U_PGW184 AS TESTED.Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. CCo yyht 2007-2013 State of Florida.:: Privacy Statement :: A ibI iry Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: 0 Credit Card Safe https://Floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvyf4ngAXh1000gbVYRG[TgUSzNzJCVvRgQvjVOzheKNAa/o3d%3d 3/3 PLY GEM WINDOWS SERIES 1500 SINGLE HUNG WINDOW NOTES: I. THIS INSTALLATION HAS BEEN EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE OUTSIDE THE HVHZ, AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES 00 NOT EXCEED THE DESIGN PRESSURE RATINGS HEREIN. 2. WHEN USED IN AREAS REQUIRING IMPACT PROTECTION, THIS PRODUCT REQUIRES THE USE OF APPROVED IMPACT PROTECTIVE DEVICES (SHUTTERS). 3. ANCHOR TYPE, SIZE, SPACING, EMBEDMENT, AND EDGE DISTANCE SHALL BE AS SPECIFIED IN THESE DRAWINGS. USE APPROPRIATE ANCHORAGE FROM TABLE I ACCORDING TO SUBSTRATE TYPE. A MINIMUM CENTER -TO -CENTER SPACING OF 3' SHALL BE MAINTAINED BETWEEN ALL INSTALLATION FASTENERS IN ANY DIRECTION. 4. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR MASONRY OPENINGS WITH WOOD BUCKS LESS THAN 1-1/2' THICK, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, AND INTO MASONRY SUBSTRATE. WOOD BUCKS WITH MASONRY ARE OPTIONAL. 5. WOOD, METAL, OR MASONRY OPENINGS, BUCKS, AND BUCK FASTENERS, BY OTHERS, SHALL BE PROPERLY DESIGNED AND INSTALLED BY OTHERS TO TRANSFER SUPERIMPOSED LOADS TO THE STRUCTURE. ADEQUACY OF THE STRUCTURE TO RECEIVED THESE LOADS SHALL BE VERIFIED BY THE CONTRACTOR OR AUTHORITY HAVING JURISDICTION (AHJ). 6. IT IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD OR AS APPROVED BY THE AHJ TO SELECT PLY GEM PRODUCTS TO MEET ALL APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES, OR OTHER SAFETY REQUIREMENTS FOR EACH INSTALLATION. 7. SHIMS ARE REQUIRED WHERE GAPS OF GREATER THAN 1/16' EXIST BETWEEN OPENING AND FRAME. MAX. SHIM STACK IS 1/4'. SHIMS SHALL BE LOAD -BEARING AND CAPABLE OF TRANSFERRING LOADS TO THE SUBSTRATE. 8. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER INFILTRATION RESISTANCE OF THE INSTALLED PRODUCT SHALL BE THE RESPONSIBILITY OF OTHERS USING ASTM E 2112 AND IS NOT ADDRESSED BY THIS DOCUMENT. 9. INSTALLED GLAZING SHALL COMPLY WITH ASTM E 1300. 10. ALL FASTENERS PENETRATING INTO PRESSURE TREATED WOOD SHALL BE CAPABLE OF PREVENTING CORROSION DUE TO REACTION WITH PRESSURE TREATMENT CHEMICALS. ANY DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE PROTECTED TO PREVENT REACTIONS IN ACCORDANCE WITH CODE REQUIREMENTS. II. A WINO LOAD DURATION FACTOR CD = 1.6 WAS USED FOR THE ANALYSIS OF WOOD SCREWS ONLY. 12. PRODUCTS SHALL BE CONSTRUCTED AS SPECIFIED IN TEST REPORTS NATIONAL CERTIFIED TESTING LABORATORIES 110-15596-1 6 -2. 110-15597-I, 110-15598-1, 110-15599-1 & -2. 110-15600-1, 110-1601-1, 110-15602-I, 110-15605-1, 110-16027-I, 110-16028-1, 110-16245-1, 110-19262-1, 110-19348-1 THRU -5. 13. DESIGNATION 'X' IS FOR OPERABLE PANEL AND 'O' IS FOR FIXED PANEL. 14. USE 100% PURE SILICONE CAULK COMPLIANT WITH AAMA 800 SECTION I - SEALANT SPECIFICATIONS FOR USE WITH ARCHITECTURAL FENESTRATION PRODUCTS. 15. USE A BACKER ROD ON ALL JOINTS >3/4' DEEP AND/OR WIDER THAN 1/4'. FINISHED CAULK JOINT SHOULD BE A MINIMUM OF 3/8' DEEP. FL 16103.1 SIZE CHART OVERALL SIZE MAX. DESIGN PRESSURE GLAZING TYPE / CONFIG. WIDTH HEIGHT 35-15116, 64' so/- 50 PSF TYPE Gil EVEN SASH 40, 72, 50/- 50 PSF 4.5' 72• SO/- 50 PSF 52-1/6' 62' 1 501- 50 PSF 53, 77-1/4, 501- 50 PSF 44• 77-I/64 401- 40 PSF S3' 77•118 40/- 40 PSF 35451169 73 151164 35/- 35 PSF 35-15116' 73 15/16• 50/- 50 PSF 464/16' 9545116' 30/- 35 PSF TYPE GI / ORIEL SASH46.11164 95-ISN6' 1 425/- 30 PSF 44.1/16• 77-I/6' 40/- 40 PSF TYPE 62 / EVEN SASH 36.1116' 74-1116' 50/- 50 PSF 35.7116, 73-112, 35/- 35 PSF 35.15116' 61 15116- 35/- 35 PSF TYPE G3 1 EVEN SASH 35412' 73412' 30/- 30 PSF 40.1116' 72, 25/- 35 PSF 43-15116' 1 77.1/6• 251- 25 PSF TABLE OF CONTENTS SHEET DESCRIPTION INSTALLATION 6 GENERAL NOTESR'.51 ELEVATIONS 6 ANCHOR SCHEDULE VERTICAL SECTIONS HORIZONTAL SECTIONS GLAZING DETAILS TABLE I: INSTALLATION FASTENERS TABLE LUC85 TumeT 2017-12-20 03:31+19:00 ID SUBSTRATE TYPE ANCHOR TYPE MIN EMBED. MIN EDGEDISTANCE FIN INSTALLATION A 2X MIN. SPRUCE -PINE -FIR WOODG=0.42) 8 WOOD SCREW 1-1/2' 7/16' 116 GAUGE (0.060') STEEL 36 KSI MIN. 10-16 SELF -DRILLING SCREW FULL. PLUS 3 7116' B OR I/8' ALUM. 6063-T5 MIN. EKS/ORIL-FLEX/KWIK-FLEX THREADS MIN FRAME OR CLIP INSTALLATION C CONCRETE (2 KSI MIN.) 3/16' ITW TAPCON 1-1/2' 1-118' D HOLLOW OR GROUT -FILLED CHU117PCFMIN.) 3/16' ITW TAPCON 1' 2' E 2X MIN. SOUTHERN PINE WOODG=0.55) 3/16' ITW TAPCON 1-318' 7/8' F 2X MIN. SOUTHERN PINE WOOD 010 WOOD SCREW 1-3/8' 7/8' G--0.55) G 16 GAUGE 060') STEEL 36 KSI MIN. 10-16 SELF -DRILLING SCREW FULL. PLUS 3 I/2' OR I/8' ALUM. 6063-T5 MIN. U TEKS/DRIL-FLEX/KWIK-FLEX THREADS MIN NOTE: ALL SCREWS AND TAPCONS SHALL HAVE MOD TRUSS, PAN, OR HEX WASHER HEAD, 0.42' MIN. HEAD OR WASHER DIAMETER FOR FIN ANCHORS, 0.355' MIN. HEAD OR WASHER DIAMETER FOR FRAME ANCHORS. f. Ply Gem• WINDOWS WS 0 NAIN ST.. PO 0411 5". ROCKY NO{Nf. VA 2409 M! 040i64.0346 fl. 640.444-4,611:1 W 3 a Q N o 0 O O IV 0 0 - rf r } Q ai Z N Y ki zz T 6 V MY NO 58201 y90; 6TATE OF 2/0 foil ONA> oil' 12/19/2017 LUCAS A. TURNER, P.E. FL PE 0 58201 TURNER ENGINEERING 8: CONSULTING, INC. COA B 29779) 1239 JABARA AVE. NORTH PORT. FL 34288 PH. 941-380-1574 PGW181 T: I OF 5 UNIT MAX. WIDTH f- Ply Gem - SEE SIZE CHART. SHEET I UNIT MAX. WIDTH 4u. Hl St. ro Saw S„. SEE SIZE CHART. SHEET I B C =my noun. VA 2UN 3 3 111: uo•4" nuw.-*M o 8 C a o ^ 3 3 Q u 0 0 orG H p pe PQ N NOTE. _ 4 YO11 4 MAXIMUM ORIEL UNIT FIXED O.L.O. }m j J J G H r E F HEIGHT IS LIMITED TO 50-7/8' 4 4 01 co x 4 4 g x x E nOn F uJ I z3 ua 4 I 4 3 ) 3s agxag(( Q 3 xw Z3 W ui Fly ¢y p W 41 Z J ca 'AO u1 W AXu yQ p In W 7• C K H h W y z m d All gn = LL W 2 w ¢ o a u 2i c A 0 A 0 to o z Wo 3 3 H a m u TYPICAL ELEVATION TYPICAL ELEVATION Z w EVENSASHORIELSASHFazym .3 F ca 3E i z p V N 4' FROM 8-1/2' 6' FROM D.C., 6' FROM D.C. 6' FROM ••A••a1GREN'+t4i CORNER, TYP. 0 C.. TYP 4' FROM CORNER, TYP. r TYP. ••Sr'..... TG p i CoRNER. TYP TYP. CORNER, TYP. CORNER, TYP. .• NBF',`Y'. 3: Na se2a1 '•`"p 12' 0 C., 12' O.C.. T EXTRA ANCHORS TYP. TYP. ' 9% BTATE OF : W M Y u (MARKED W/ '%') , A, T:•2: 0. INSTALLATIONOINSTALLATION ou WIN IRED W OORALL ,,......... p ANCHOR, TYP. • iS,NA„S p ANCHOR, TYP. II )0' OVER 44-1/16' f 8-I/ 2' 2' EACH 1 2' EACH l J— 1 4 01 O CTYPSLOEOFSIDEOFXXp/ MTG. RAIL 7r W FROM MTG. RAIL 7r 4• FROM 12/19/2017 Al CENTER, U CENTER, 0 LUGS A. TURNER, P.E. EXTRA ANCHOREXTRAANCHORIlyaTYP. ° ° TYP. " ° FL PE 58201 X LOC. TO LOG. TO i 1 NEAREST / NEAREST TURNER ENGINEERING k EXTRA ANCHORS STANDARD LOC., / STANDARD LOC.. CONSULTING, INC. INSTALLATION (CIRCLED LOCATIONS) i (COA % 29779) ANCHOR. TYP. REOUIREO FOR ALL 1239 JABARA AVE. WINDOW WIDTHS 4. O.C. NORTH PORT, FL 34288 OVER 44• I/16' 6' FROM I _ INSTALLATION PH. 941- 380-1574 CORNER, TYP. r— ANCHOR AT CLIP, TYP. DWG 8: ANCHOR LAYOUT ANCHOR LAYOUT ANCHOR LAYOUT PG W 181 FL 16103. 1 FIN INSTALLATION FRAME INSTALLATION CLIP INSTALLATION SHEET: 2 OF 5 SUBSTRATE BY OTHERS SILICONE CAULK • SEE NOTES 14 6 I5. SHEET I _ EXTERIOR MIN EMBED. SEE TABLE I, SHEET I INSTALLATION ANCHOR SEE TABLE I, SHEET I MIN. EDGE OIST. i . SEE TABLE 1, SHEET 1 1/4' MAX. SHIM SPACE I SEE GLAZING DETAILS SHEET 5 INTERIOR g VERTICAL SECTION 3 HEAD BRICKMOULD FRAME - FIN INSTALLATION SEE GLAZING DETAILS SHEET 5 EXTERIOR SILICONE CAULK SEE NOTES 14 6 15. SHEET I SUBSTRATE BY OTHERS FL 16103.1 MIN EDGE DIST. I 1 SEE TABLE I, SHEET I 1 A VERTICAL SECTION 3 SILL BRICKMOULD FRAME - CUP INSTALLATION MIN. EDGE DIST. SEE TABLE I, SHEET I SILICONE CAULK SEE NOTES 14 6 15. SHEET I INSTALLATION ANCHOR SEE TABLE I, SHEET I SUBSTRATE BY OTHERS MIN. EMBED. F SEE TABLE I, SHEET I s• f; Ply Gem• ows 433N MAN ST. F0 6013„. ROCK r MONK. VA uW nL 4a0-14L.axS FC. 54044&-6 7 I IaISI"—'I I g z z O w zLuxCL uu w o NZF_ z a wZW W C a s;tz ca W W Aa WI a m I SEE GLAZINGXDETAILSSHEET5 W n m w rm w I SEE GLAZING F- m z w x a OE TAILS SHEET 5 c 0 C Z N Z I VERTICAL SECTION EXTERIOR I INTERIOR 3 MEETING I i IOREW:, TYPICAL 5/16' MIN. I/4' MAX. SHIM SPACE MI N EMBED SEE TABLE I. SHEET I INSTALLATION ANCHOR SEE TABLE I, SHEET I SEE GLAZING DETAILS SHEET 5 C /4' MA%. SHIM SPACE SEE GLAZING DETAILS SHEET 5 EXTERIOR INTERIOR C VERTICAL SECTION 3 HEAD BEVELED FRAME - FRAME INSTALLATION I 3: Ne 58201 :9 S 0 : STATE OF .•14 0 SHIMSACE MIN. EDGE GIST. 'o4, 0*'. R O g 10?/` SHEETEABLE I. iss'pNA ..E„`` SILICONE CAULK -12SEENOTES14615. SHEET I 12/19/2017 LUCAS A. TURNER, P.E. FL PE / 58201 SUBSTRATE--------i BY OTHERS INSTALLATION ANCHOR TURNER ENGINEERING do SEE TABLE I. SHEET I CONSULTING, INC. COA j 29779) 1239 JABARA AVE. MIN. EMBED. NORTH PORT. FL 34288 SEE TABLE 1, SHEET I PH. 941-380-1574 OWG *- VERTICAL SECTION P G W 181 SILL BEVELED FRAME- FIN INSTALLATION SHEET: Z OF C MIN. EDGE OIST. SEE TABLE I, SHEET I SUBSTRATE BY OTHERS I INSTALLATION ANCHOR SEE TABLE I. SHEET I - SILICONE CALL SEE NOTES 14 6 15. SHEET MIN. EDGE OIST. SEE TABLE I. SHEET 1 I INSTALLATION ANCHOR SEE TABLE I. SHEET I SUBSTRATE BY OTHERS SILICONE CAULK SEE NOTES 14 6 15. SHEET I FL 16103.1 MIN. EMBED SEE TABLE I, SHEET I U4- MAX. SHIM SPACE INTERIORF I SEE GLAZING DETAILS SHEET 5 I EXTERIOR E HORIZONTAL SECTION 4 JAMB BRICKMOULD FRAME - FRAME INSTALLATION MIN EMBED. SEE TABLE I. SHEET I 1/4' MAX. SHIM SPACE 5116- MIN. INTERIOR SEE GLAZING DETAILS SHEET 5 EXTERIOR G HORIZONTAL SECTION 4 JAMB BEVELED FRAME - CUP INSTALLATION MIN, EDGE DIST, 114, MAX. SEE TABLE I. SHEET I SHIM SPACE _ SUBSTRATE 4 BY OTHERS INTERIOR INSTALLATION ANCHOR SEE TABLE 1, SHEET 1 i — MIN. EMBED. SEE TABLE 1. SHEET 1 I SEE GLAW DETAILS SHEET EXTERIOR F HORIZONTAL SECTION 4 JAMB BRICKMOULD FRAME - FIN INSTALLATION I/4' MAX. SHIM SPACE INTERIOR I SEE GLAZING DETAILS SHEET 5 f.4 Ply Gem• w R. ". RT.. Tq SQ1 5". RMV ROMM •A AM ra. 640-^- eU o e W - F c o Q o 0 O- 0 z 3:v02 ZC 51 d 4 ONE CALL( i a AU 9 a- NOTES 14 6 15. SHEET 1 Z Wc c FH z r N= H o m o W Yl iW LLI C cF O N O g W N Wo MIN. EMBED. SEE TABLE I, SHEET I m N k FQ- Z L UZO3Ul r SUBSTRATE BY OTHERS INSTALLATION ANCHOR77/--SEE TABLE 1. SHEET I MIN. EDGE DIST. SEE TABLE 1. SHEET I EX RIOR NI —SILICONE CAULK SEE NOTES 14 6 15. SHEET I H HORIZONTAL SECTION 4 JAMB BEVELED FRAME - FRAME INSTALLATION No 58201 i STATE OF 12/19/2017 LUCAS A. TURNER, P.E. FL PE 8 58201 TURNER ENGINEERING k CONSULTING, INC. COA j 29779) 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 WG •: PGW181 SHEET: J OF 5 f. Ply Gem• WINDOWS 433 M. "M ST., PO 602 559. 00CMT MOUNT. VA 1441 rM: 340a5L-6345 ri 3.0-4644663 7/8' O.A. 7/E' O.A. J INSULATED INSULATED 1 " ANNEALED g g o ANNEALED I I GLASS UNIT EXTERIOR — GLASS UNIT EXTERIOR — \ I GO 3 1 1/2' MIN. TYP. 1/2' MIN. TYP. GLASS SITE / INTERIOR ; GLASS SITE / INTERIOR 0TWO-SIDED Z a DOW 1199 GLAZING TAPE _ 3SILICONE GLAZING DETAIL 1 GLAZING DETAIL 2 vim INZ 0 A x o O ~ Y W N ZZ W W C u O K ~ W u p V1 WO J m u3/16' O.A. H Z INSULATED ANNES UNIT m z y coQ FGLAS EXTERIOR — \ p o, C £ N Z A•••TTOREWrrrq7' 4 GE H8F 1/2'MIN. TYP. INTERIOR :No 58701 GLASS BITE / COMPRESSION Z' GLAZING TAPE GLAZING DETAIL 3 . 6TATE OF :v. p APPLICABLE TO FIXED LITE ONLY '', o' sS ONA? FOR SASH SEE GLAZING DETAIL I z 12/19/2017 LUCAS A. TURNER, P.E. FL PE B 58201 TURNER ENGINEERING k CONSULTING. INC. COA % 29779) 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 OWG i- PGW181 FL 16103.1 SHEET. 5 OF G 15 lightyears, Inc 15 776 Bennett Drive Longwood, Florida 32750 June 1, 2018 To: Local Building Department RE: Blower Door Test & Duct Leakage Test Reports To whom it may concern, 3 - 1,57 L lightyears This letter is to request that the attached forms be accepted for compliance of the 2017 Florida Building Code statute R402.4.1.2 Envelope leakage testing (Blower Door Testing) and R403.3.3 Duct testing. The attached forms were provided by the Florida Building Commission as the accepted forms to be submitted. These forms are listed on the 2017 Florida Building Code, Energy Conservation Technical Assistance Manual, Document Number: TAM-2017-1.0, released February 02, 2018, pages R-78 through R-80 (page numbers 159-161). Web link provided for quick access to the TAM document https://tinyuri.com/2017FBC-TAM These forms meet all three required Residential Energy Efficiency Compliance Paths listed under R401.2, Prescriptive, Performance, and Energy Rating Index (ERI) paths. We are working with building departments across Florida to standardized the form submittal process and would like your department to allow these forms to meet compliance. If there are any issues with accepting these forms, please reach out to me directly and I will ensure that we submit any specific form that you will require. Tim Smith (407)-951-3236 tsmith@15/ightyears.com Respectfully, Timothy-Sifilth 15 Lightyears, Chief Operations Officer Energy Technical Advisor RESNET Quality Assurance Designee IECC Residential Energy Inspector/ Plans Examiner Member, Building Officials Association of Florida Member and Code Development Committee participating member. Also, representative to the Florida Building Commissions, Energy Technical Advisory Committee for the BOAF- CDC Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Fjur1sdiction: Permit #: Job Information Builder: J?VA kkCommunity: Lot: Address: - 791 11>0p Unit: 3City: JJ State: r J . Zip: 37 % 73 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 11406-2017 (ERI), section labeled as Infiltration, sub -section ACH50. ACH(50) specified on Form R405-2017-Energy Cak (Performance) or R406-2017 (ER): YX 60 _ 2 1 A I = 9-/7 Method for calculating building volume_ CFM(50) Building Volume ACH(50) O Retrieved from architectural plans ASS (Mechanical Ventilation is not required) Grocode software calculated PASS (with Mechanical Ventilation) O Field measured and calculated FAIL R402. 4. 1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure or 0.2 inch 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 parry. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2.Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. lnterior doors, if installed at the time of the test, shall be open. 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5.Heating and cooling systems, if installed at the time of the test, shall be turned off. 6.5upply and return registers, if installed at the time of the test, shall be fully open. Testing Company Company Name: 15 Lightyears, Inc Phone: (855)438-1515 1 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. Signature of Tester: Date Test: of PrintedName of Tester: Aaron Overholt License/Certification #: 2DNAB7 Issuing Authority: RESNET Copy of License / Certificate of the tester must be attached) 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: Address: Unit: City: State: Zip: Duct Leakage Test Results System 1 5 (P cfm25 System 2 cfm25 System 3 cfm25 Sum of any additional systems Cfm25 Total of all systems S r cfm25 OPrescriptive Method cfm25 (Total) To qualify as "substantially leak free" Qn Total 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. Is the air handler unit installed during testing? YES (ow) ONO ( ,) D 4erformance / ERI Method cfm25 (out or Total) To qualify using this method, Qn must not be greater than the j% 7 = b Qn proposed duct leakage Qn specified on Form R405-2017 or R406-2017. Total of all Total Conditioned systems Square Footage Leakage Type selected on Form Qn specified on Form R405-2017 R405- 2017 (Energy Calc) or R406-2017 (Energy Colc) or R406-2017 j4ss 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: 15 Lightyears, Inc Phone: (855) 438-1515 1 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: Date of Test: / d Printed Name of Tester: Aaron Overholt License/ Certification #: 21DNA137 Issuing Authority: RFSNFT Copv of License / Certificate of the tester must be attached) W z N'f W Certificate of Achievement THIS ACKNOWLEDGES THAT Aaron Overholt HAS MET THE STANDARD REQUIRED BY RESNET, AS A CERTIFIED RATING FIELD INSPECTOR Certification Date: 08/07/2018 Certification Expires: 08/07/2021 RFI # 2GNAB7 2S7 Tim Smith, RESNET Quality Assurance Designee 15 1*ightyears RESNET QA Provider # (1998-199)