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HomeMy WebLinkAbout711 Bay Ave 17-103 CARPORTCITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Job Address ( Parcel ,ID: Type of Work: NeW Addition Alter`ation, 'Repair em Description of Work: U D Plan RevieW Contact Person: Phone:, 401-3+ 3 Z t Name i f Street: City, State Zi Name Street: \ City, State. Zip: Name:. Street: City, St, Zip: " Bonding 'Company: Address: Value:' $ Historic District: Yes Nog Residential-w' Commercial o Change of Use Move 11 J_.-- Tit le:. Fax: Email: Property Owner Information ? L,— Phone: 40 % ' Resident of property? Contractor Information Phone. Fax: State License No.: hitect/Engineer Information " Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OFF COMMEENCEMENT 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 andinstallations as indicated. I certify that no work or installation has h i commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction E in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,. furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code E Permit Application Revised: June 30, 2015 i V x li 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,entties 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:) 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. gnature of Owner/Agent Date Signature of Contractor/Agent Date P mt O wner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Dat Signature of Notary -State of Florida Date t vyp. ANNETTESCOTT Notary Public - State of Florida .. My comm. Expires Jan 16, 2018 9 P Commission # FF 071760 t «,, i Bon Through Iona! Notary As n" Owner/Agdrori rsown ton, e or Contractor/Agent is Personally Known to Me or Produced II) Type of I1 Produced ID - Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical$ Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: I' n- l'15"UTILITIES: ENGINEERING: COMMENTS: FIRE: WASTE WATER: BUILDING: Or c • is- Ok to enclose carport as shown on plan. Meets area and dimension regulations for SR-1 zoning district. Per Schedule H, must maintain a minimum of 2 parking spaces per dwelling unit. Revised: June 30, 2015 Permit Application OWNER BUILDER STATEMENT/AFFIDAVIT Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) I understand that state law requires construction -to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that a contractor is required by law to be licensed in Florida and to list his or her license numbers on all permit and contracts. I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence-must -be -for my -own -use -or -occupancy. -It -may -not -be -built -or -substantially -improved -for -sale -or - lease. If a building or residence that I have built or substantially improved myself is sold or leased within in 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates this exemption. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the licenses required by law and by city ordinance. I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on my building who Is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tag and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation for the employee. I understand that my failure to follow these laws may subject me to serious financial risk. Re'v. 9.14.2009 I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govern owner -builders as well as employers. I also kAunderstand that the construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. I am of aware of construction practices and I have access to the Florida Building Codes. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, the Florida Department of Financial Services, and the Florida Department of Revenue. I also understand that I may contact the Florida Construction Industry Licensing Board at 1-850487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for more information about licensed contractors. I am aware of, and consent to, an owner -builder building permit applied for in my name and understand that I am the party legally and financially responsible for the proposed construction activity at the address listed below. I agree to notify the building department immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure or in the permit application package. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and Professional Regulation and the building department may be unable to assist you with any financial loss that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is property licensed and the status of the contractor's workers' compensation coverage. Property Address: S 0 I, 1 Z_' ( , do hereby state -that I am qualified and capable of performing the requested construction involved with the permit application filed and agree to the itions specified above. t L 1- anature of Owner -Builder Date Form of Identification Must be Photo ID) A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition . to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 SCPA Parcel View: 25-19-30-5AG-O9OH-0090 Page 1 of 2 RoJoh,Imm, CFFAAyPAPPP i;A1SER SGra+0u oournv, aOata Parcel Information Property Record Card Parcel: 25-19-30-5AG-090H-0090 Owner: WILLIAMS PATTIE J Property Address: 711 BAY AVE SANFORD, FL 32771-2209 Parcel 25-19-30-5AG-090H-0090 Owner WILLIAMS PATTIE J Property Address 711 BAY AVE SANFORD, FL 32771-2209 Mailing 711 S BAY AVE SANFORD, FL 32771-2209 Subdivision Name SANFORD TOWN OF Tax District S1-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions 00-HOMESTEAD(1994) Value Summary 2017 Working Values 2016 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 33.706 33,029 Depreciated EXFT Value Land Value (Market) 7,788 7,788 Land Value Ag Just/Market Value " 41,494 40,817 Portability Adj Save Our Homes Adj 1,622 1,222 Amendment 1 Adj P&G Adj 0 0 Assessed Value 39,872 39,595 Tax Amount without SOH: 2016 Tax Bill Amount Tax Estimator Save Our Homes Savings: Taxing Authority Assessment Value Exempt Values Taxable Value City Sanford 39,872 25,000 14,872 SJWM(Saint Johns Water Management) 39,872 25,000 14,872 County Bonds 39,872 25,000 14,872 County General Fund 39,872 25.000 14,872 Schools 39,872 25,000 14,872 Description Date Book Page Amount Qualified Vac/Imp QUIT CLAIM DEED 1/1/2016 08611 1284 100 No Improved WARRANTY DEED 12/1/1988 02020 1628 100 No Improved WARRANTY DEED 1/1/1975 01045 0968 100 No Improved Land Method Frontage Depth Units Units Price Land Value FRONT FOOT & DEPTH 50.001 117.00 1 0 175.00 1 $7,788 Building Information is tfeartlain count incorrect! DICK Here. Description Year Built Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages Actual/Effective 1 SINGLE 6I 2 2_ OI 1,048 1.634 1,048 CONC 33,706 69,140 Description Area FAMILY I1950 I BLOCK 99.00 http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=25193O5AGO90H0090 1/5/2017 f Rauis e Response to Comments F,CF. F— City of Sanford 2017 Building & Fire Prevention Division FEB Q Z Ph: 407.688.5150 Fax: 407.688.5152 1 Email: building@sanfordfl.gov BY• t` Permit # Submittal Date Project Address: S t vrc,L 3a ContactPaA-e- Ph: L-Q1 JZ l " ZlC7 Fax: Email: Trades encompassed in revision: IvJ Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention General description of revision: ROUTING INFORMATION Approvals 11 Building <A CD, 1---> ' t - CITY OF SANFORD F BUILDING AND FIRE PREVENTION DIVISION D 300 N. PENU ARKAVESANFORD, FLORIDA 32772 PHONE: 407.688.5150 FAX: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 17-103 Date: 1-23-2017 Project Description: Residential Alteration Contact Name: Pattie Williams Job Address: 711 S Bay Ave Contact Email: This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter I are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two copies of affected plan sheets and/or supplemental information as requested. Permit submittals will not be accepted without two copies. COMMENTS: 1. The Energy Calculations show R=0.6 for the Ceiling insulation. Please revise the Energy Calculations to comply with the requirements of the 2014 Florida Energy Conservation Code. Minimum insulation required for the ceiling is R-19. FBC 107, Florida Energy Conservation Code R405.2.1 2. The Energy Calculations and the EPL card are required to be signed by the Owner/Agent on the Cover Page and on the EPL Card page. Please sign the revised Energy Calculations FBC 107, Florida Energy Conservation Code R101.5.1.1.2 & R401.3 3. Two copies of Florida Product Approval and Installation instructions are required for the windows. The 1-page sheet submitted for the windows shows 8 different types of Product Approval. The specific product approval needs to be printed out and the installation instructions associated with that approval printed out. Two copies of all documents are required to be submitted. FBC 107 4. Two copies of Florida Product Approval and Installation instructions are required for the door. The 1-page sheet submitted lists a product approved under the 2010 code. The current code is the 2014 Florida Building Code. Any products used must be approved under the 2014 code. Please submit two copies for the door. FBC 107 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetings with the plans examiner to discuss comments will require an appointment arranged by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Residential Plans Examiner I REQUIRED INSPECTION SEQUENCE DP#CPX l '7— !©3 Address: l 1'( BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Pre our Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In p Frame p Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar . Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) I+ LECT.RICAL_.1PE'RMiIT, Min Max Ins ection Descri tiona Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final FIN Min M « ti ' s.z c++"°i2a n•le2ai r ' v.-++ 1++ N+> nNAM._'a,n Max Inspection Descri tion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final MECHANICAL PERMIT Min I Max Inspection Description Mechanical Roug Mechanical Final Min Max Ims ection Descri tion Gas Underground Gas Rougl Gas Final REVISED: June 2014 RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTIOW Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: PATTIE WILLIAMS ADDITION GDA RVD Builder Name: BUILD/,l,C Street: 711 S BAY AVE Permit Office: City, State, Zip: SANFORD , FL , 32771 Permit Number. 1 7 vr O)Z.D ; Owner: PATTIE WILIIAMS Jurisdiction: 0- 3 ; Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2) ^ : -:. •. •: 1. New construction or existing Addition 9. Wall Types (264.7 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul; Exterior R=6.0 264.67 ft b. N/A R= fe 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms(Bedrms In Addition) 1(1) d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (261.0 sqft.) Insulation Area a. Roof Deck (Unvented) R=30.0 261.00 ft2 6. Conditioned floor area above grade (ft2) 261 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(24.0 sqft.) Description Area a. U-Factor: Dbl, U=0.33 24.00 ft2 SHGC: SHGC=0.23 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. PTAC and Room Unit 7.5 EER:12.80 c. U-Factor. N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Strip Heat 4.0 COP:1.00 SHGC: Area Weighted Average Overhang Depth: 1.333 ft. Area Weighted Average SHGC: 0.230 14. Hot water systems - Replacement equipment 8. Floor Types (261.0 sqft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 261.00 ft2 b. Conservation features EF: 0.960 b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Total Proposed Modified Loads: 10.69 Giass/Floor Area: 0.092 P' Total Baseline Loads: 10.76 I hereby certify that the plans and specifications covered by Review of the plans and JIAE Sr-4TEthiscalculationareincompliancewiththeFloridaEnergy Code. specifications covered by this calculation indicates compliance p4 v O 6 with the Florida Energy Code. PREPARED BY: .-_.' w``,._ :._...._..._...._... _ Before construction is completed-....: DATE: ..__ __ __._._-_ ._.___._.____._..___.-. _._.._.. this building will be inspected for compliance with Section 553.908 - I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. OD jV6 OWNER/AGENT:---- -.._................ ............................................................ _.._..---------..... BUILDING OFFICIAL: - - - ..-...-.... -....... _ ---- --- DATE: --- - -._... --- --- DATE: .._._......- Compliance requires certification by the air handier unit manufacturer that the air handier enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 2/1/2017 8:01 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: PATTIE WILLIAMS ADDITIO Bedrooms: 1 Address Type: Street Address Building Type: User Conditioned Area: 261 Lot # Owner: PATTIE WILIIAMS Total Stories: 1 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 711 S BAY AVE Permit Office: Cross Ventilation: County: Seminole Jurisdiction: Whole House Fan: City, State, Zip: SANFORD , Family Type: Single-family FL, 32771 New/Existing: Addition Comment: 405 2014 ENERGY FORMS CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Sanford FL ORLANDO SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 261 2088 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Bedroom 3 261 2088 No 1 1 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Bedroom 3 33 ft 0 261 ft2 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch f # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Flat Composition shingles 262 ft2 10 f12 Light 0.6 No 0.9 No 30 4.8 ATTIC V Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 No attic Unvented .._ _ -0 .... __ . - 261 ft2 N .. ._ CEILING Ceiling Type -------`_ Space- ................._R-Value -- - Ins Type-- Area - - -_ Framing Frac Truss Type 1 Under Attic (Unvented) Bedroom 3 0 Blown 261 ft2 0.11 Wood 2/1/2017 8:01 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 r-^MRA f-4AnC nn4A rVI\IVI 1\1VN-cV 1-T WALLS Y.__-#- O.rnt 1 W 2 S Adjacent Space Cavity Width Height Sheathing Framing Solar Below To---WaI1-Type.. -- --_R=.Value--.._F.t_-ln-___.FL--_tn-------Area _.—3:Value-Ecaction-Absor_-JGrade3A-- Exterior Concrete Block - Int InsuBedroom 3 6 12 6 8 100.0 ft2 0 0.4 0 Exterior Concrete Block - Int InsuBedroom 3 6 20 7 8 164.7 ft2 0 0.4 0 DOORS Omt Door Type Space Storms U-Value Width Height Ft In Ft In Area 1 S Insulated Bedroom 3 None .4 3 6 8 20 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Omt ID Frame Panes Overhang NFRC U-Factor SHGC Area Depth Separation *-"Int-Shade Screening 1 W 1 Vinyl Low-E. Double Yes 0.33 0.23 24.0 ft2 0 ft 16 in 0 ft 16 in Drapes/blinds None INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000152 104.4 5.73 10.78 .1113 3 HEATING SYSTEM 1 System Type Electric Strip Heat Subtype _ -- ---- Efficiency __....._._...__._._Capacity ___...-----..__...._._.. Black None COP:1 4 kBtu/hr 1 Ducts Ductless COOLING SYSTEM 1 System Type PTAC and Room Unit Subtype Efficiency Capacity Air Flow SHR Block None EER: 12.8 7.5 k8tu/hr 225 cfm 0.75 1 Ducts Ductless HOT WATER SYSTEM 1 System Type SubType Electric None Location EF Cap Use SetPnt Conservation Exterior 0.96 50 gal 40 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name None None Collector Storage System Model # Collector Model # Area Volume FEF ft2 2/1/2017 8:01 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 TEMPERATURES Programable Thermostat: Y Ceiling Fans: ConlinHeating HJan9Jan Feb Feb N Mar Mar Apr r Apr May (Xjj [[ 1 MaY t 1 May Jun Jun j] Jun Xj Jul Jul Jul Aug Aug SepVentinSep Oct Oct X Nov NovMNov Dec Decj Aug Sep Oct Dec Thermostat Schedule: HERS 2006 Reference HoursScheduleType123456 7 8 9 Cooling (WD) AM PM 78 80 78 80 78 78 78 78 78 78 78 78 80 10 11 80.`_.......80 12 Cooling (WEH) AM 78 78 78 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 78 78 78 78 78Heating (WD) AM PM 66 68 66 68 66 68 66 68 66 68 68 68 68 68 68 68 68 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 68 66 66 PM 68 68 68 6$ 8 68 68 fi8 68 68 68 68 2/1/2017 8:01 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 1. New construction or existing Addition 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R=6.0 264.67 ft2 2. Single family or multiple family Single-family b. WA R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 1{1) d. N/A 10. Ceiling Types R= Insulation ft2 Area 5. Is this a worst case? No a. Roof Deck (Unvented) R=30.0 261.00 ft2 6. Conditioned floor area (ft2) 261 b. NIA R= R= ft2 ft2 7. Windows— Description Area c. N/A 11. Ducts R ft' a. U-Factor: Dbl, U=0.33 24.00 ft2 SHGC: SHGC=0.23 b. U-Factor: N/A SHGC: ft2 12. Cooling systems kBtu/hr Efficiency NIA ft2 a. PTAC and Room Unit 7.5 EER:12.80 c. U-Factor: SHGC: d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Strip Heat 4.0 COP:1.00 Area Weighted Average Overhang Depth: 1.333 It. Area Weighted Average SHGC: 0.230 14. Hot water systems - Replacement equipment 8. Floor Types Insulation Area Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 261.00 ft2 a. Electric EF: 0.96 b. N/A R= ft2 b. Conservation features c. N/A R= ft2 None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building 4IIAE STgr 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 C e mpliant features. ""' ° '` o Builder Signature: --- ---- Date: Address of Newj-lomP 711....._ ___ _ _...... Ci/FL Zi -- - - - - tY P Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 2/1/2017 8:01 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM -R405-2014 Florida Department of Business and Professional Regulations Residential Whole Buildin2 Performance and Prescriptive Methods ADDRESS: 711 S BAY AVE Permit Number: SANFORD , FL, 32771 MANDATORY REQUIREMENTS See individual code sections for full details. 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. 0 R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall to conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1, Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402A.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMANVOMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception; Site -built windows, skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.2.2 Sealing (Mandatory)AII ducts, air handlers, and fitter boxes and building cavities that form the primary air containment passageways for air distribution systems shalt be considered ducts and plenum chambers, shall'be constructed and sealed in--accordancer with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verged by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 2/1/2017 8:01 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 13 R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as duds or plenums. R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105•F (41'C) or below 55°F (13•C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping Insulation. 13 R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readilyaccessiblemanualswitchthatcanturnoffthehot-water circulating pump when the system is not in use. R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall haveheattrapsinstalledonboththeinletsandoutlets. External heat traps shall consist of either a commercially available heat trap or adownwardandupwardbendofatleast3 % inches (89 rrim) in the hot water distribution line and cold water line located as close as possibletothestoragetank. 0 R403.4.4 Water heater efficiencies (Mandatory). O R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100•F to 140•F (38•C to 60•C). R403.4.4.1.2 Shutdown. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main bumer(s) of combustion types of service water heating systems to be turned off. O R403.4.4.2 Water heating equipment Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate waterheatingcategory. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energyfactorofthe %s stem. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory ofCertifiedSolarSystems. 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 waterheatingsystemsshouldmeetthefollowingcriteria: I. 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. p R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. O R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors_. . which affect equipment sizing. gy%tem`sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 2/1/2017 8:01 AM EnergyGauge<& USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling-onty equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R40341.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403. 6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403. 6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403. 6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an. intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403. 7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403. 8 Snow melt system controls (Mandatory). Snow and ice -melting systems; supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55•F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. R403. 9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as speed in Sections R403,9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403. 9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403. 9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps ..Heaters,. pumps and motors. that have built in timers shall be deemed n compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. RR404. 1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high - efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405. 2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 2/ 1/2017 8:01 AM EnergyGauge® USA - FiaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: PATTIE WILLIAMS ADDITION GDA RVD Builder Name: Street: 711 S BAY AVE Permit Office: City, State, Zip: SANFORD , FL, 32771 Permit Number: Owner: PATTIE WILIIAMS Jurisdiction: Design Location: FL, Sanford COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Comers and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building1thermal envelope shall be - air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 2/1/2017 8:01 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FORM. R405-2014 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (1 page) and an input summary checklist that can be used for field verification (usually 4 pageslmay be greater). Energy Performance Level (EPL) Display Card (one page) Mandatory Requirements(three pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report(usually one page) If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) r. . . . . . - EnergyGauge® - USRCZB v5.1 2I112017 8:01:09 AM Page 1 of 1 Florida Building Code Online littps://www. floridabuiiding.org/pr/pr_app_dtl.aspx?param=w... RECORD COPY BCIS Home Log In User Registration Hot topics Submit Surcharge Slats R Facts Publications FBC Staff BCIS Site Map Links Search I Product ApprovalOPrUSER: Public User Product rppro ,11 H,,nu > Product or Anplication Search > Application List > Application Detail n- - - FL c FL14104-R13iL __ • 1,. !.A_-...: Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval JELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 800) 53 5-3936 fbcl@jeld-wen.com Kaede McLaughlin fbcl@jeld-wen.com JELD-WEN Corporate Customer Service 3737 Lakeport Blvd. Klamath Falls, OR 97601 800)535-3936 customerserviceagents@jeld-wen.com Windows Single Hung Certification Mark or Listing O 17-103' American Architectural Manufacturers Association American Architectural Manufacturers Association Standard AAMA/WDMA/CSA 101/l.S.2/A440 Method 1 Option A 10/21/2016 10/26/2016 Year 2008 1 of 3 01/31/2017 12:07 PM Florida Building Code Online https://www.floridabuildincy.or-/pr/pr app dtl.aspx?param=w... Date Approved 11/02/2016 Summary of Products—---------------___—_-- FL # 'Model, Number or Name Description 14104.1 i Builders Vinyl (V-2500) Tilt Single Hung 48" x 77" Annealed Insulated Glass I 1 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14104_R13_C_CAC_R-PG50-48x77.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/04/2021 Design Pressure: +50/-50 Installation Instructions Other: FL14104 R13 II R-PG50-48x77 Installation - Instructions.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL14104 R13 AE PER 3078.pdf i Created by Independent Third Party Yes 14104.2 Builders Vinyl (V-2500) Two Wide Tilt Single Hung 84" x 57" Annealed Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14104 R13 C CAC XX R-PG50-84x57.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2021 iDesignPressure: +50/-50 Installation Instructions Other: FL14104 R13 II R-PG50-84x57 Installation Instructions.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports 1 j FL14104 R13 AE PER 3076.odf Created by Independent Third Party: Yes 14104.3 Builders Vinyl (V-2500) Three Wide Tilt Single Hung 108" x 74" Annealed Insulated Glass I Limits of Use — Certification Agency Certificate Approved for use in HVHZ: No FL14104 R13 C CAC XXX R-PG50 108x74.13df Approved for use outside HVHZ: Yes i Quality Assurance Contract Expiration Date Impact Resistant: No 01/26/2021 Design Pressure: +50/-50 1 Installation Instructions Other: FL14104 R13 II BV- Triple TSH CHS PG50 10804 SJW2012-014 Nail Fin 5-25-16.pdf j Verified By: American Architectural Manufacturers Association Created by Independent Third Party: I Evaluation Reports Created by Independent Third Party 14104.4 Builders Vinyl (V-2500) Three Wide With Center Picture Tilt Single Hung 109" x 74" i Annealed Insulated Glass — -- -- Limits of Use I Certification Agency CertificateApprovedforuseinHVHZ: No FL14104 R13 C CAC XOX R-PG50-109x74.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/29/2022 j Design Pressure: +50/-50 Installation Instructions Other FL14104 R13 II XOX R- PG50-109x74 Installation Instructions.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: I Evaluation Reports 1 FL14104 R13 AE PER 3077.pdf Created by Independent Third Party: Yes 14104.5 ! Builders Vinyl V-2500 Limits of Use i Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: i Tilt Single Hung 36" x 84" Annealed Insulated Glass Certification Agency Certificate FL14104 R13 C CAC R-PG35-36x84.pdf Quality Assurance Contract Expiration Date 12/20/2019 Installation Instructions FL14104 R13 II R- PG35-36x84 Nail Fin Installation_ Instructions.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 14104.6 1 Builders Vinyl (V-2500) I Tilt Single Hung 52 1/8" x 75' Annealed Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No ; FL14104 R13 C CAC R-PG50-52.125x75.oc1 Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date 2 of 3 01 /31 /2017 12:07 PM Florida Building Code Online littps://www. floridabLiiIding.org/pr/pr_app_dtl.aspx?param=w... Impact Resistant: No Design Pressure: +50/-50 Other: OS/13/2022 Installation Instructions FL14104 R13 II R- PG50-52 125x75 Installation Instructions.Ddf I Verified By: American Architectural Manufacturers Association i Created by Independent Third Party: Evaluation Reports FL14104 R13 AE PER 3079.1)df Created by Independent Third Party: Yes 14104.7 Builders Vinyl (V-2500) i Tilt Single Hung 48" x 72" Annealed Insulated Glass Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-40 Other: 14104.8 — Builders Vinyl Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-55 Other: i I Certification Agency Certificate FL14104 R13 C CAC R-PG35-48x72 DP-40 Cert.Ddf Quality Assurance Contract Expiration Date 06/25/2018 1 Installation Instructions FL14104 R13 II R-PG35-48x72 DP - AD Installation Instruction<_.odf I Verified By: American Architectural Manufacturers Association I Created by Independent Third Party: Evaluation Reports i Created by Independent Third Party: V-2500) Tilt Single Hung 36" x 72" Annealed Insulated Glass Certification Agency Certificate FL14104 R13 C CAC R-PG50-36x72 DP-55.Ddf Quality Assurance Contract Expiration Date 09/09/2021 1 Installation Instructions FL14104 R13 II Bldr Vinyl TSH FBC 3602 AT 2016-10-20.Ddf FL14104 R13 11 Bldr Vinyl TSH FBC 36x72 SS 2016-10-20.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL14104 R13 AE PER4544.odf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The. State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Access I b i lity Statement:: Refund ementnt Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1 ), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The entrails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: W-9 ON El M2 3 of 3 01/31/2017 12:07 PVT Validator / Operations Administrator) JELD-WEN Windows & Doors P.O. Box 1329 Klamath Falls, OR 97601 Attn: Jason Kantola AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION This authorization is based on the successful completion of tests, and the reporting to the AAMA Validator of the results of the tests by an AAMA Accredited Laboratory. The product information below will be added to the next update of the AAMA Certified Products Directory. SPECIFICATION RECORD OF PROD( AAMAfWDMA/CSA 101/I.S.2/A440-08 R-PG50-1219x1956 (48x77)-H SERIES MODEL & PRODUCT COMPANY AND CODE CPD NO. DESCRIPTION BUILDERS VINYL TILT SH JELD-WEN Windows & Doors PVC)(O/X)(OG)(INS GL) 12 Code: JW 9795 MODIF)(REINF)(TILT) ASTM) This Certification will expire October 4, 2021 (extended from October 4, 2016 per AAMA 103-15) and requires validation until then by continued listing in the current AAMA Certified Products Directory. Product Tested and Reported by: National Certified Testing Laboratories Report No.: SJW2012-202 Date of Report: October 29, 2012 JGS/JTS ACP-04 (Rev.6/16) Evaluated for Certification: June 21, 2016 h' 4-4L A4ocidLaboratories, Inc. Authorized for Certification: June 22, 2016 Amen n Architectural Manufacturers Association 4" MAX. 12" O.C. MAX. FROM THRU FIN CORNERS 12" O.C. MAX. THRU THRU FIN XQi en xc x MIDSPAN 30 40, z 3 WINDOW WIDTH (48" MAX.) TYPICAL ELEVATION WITH FASTENER SPACING Installation Notes: 1. Seal flangelframe to substrate. 2. Use #8 PH or greater fastener though the nail fin with sufficient length to penetrate a minimum of 1 1/2" into the wood framing. For 2X wood frame substrate (min. S.G. = 0.42). 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations noted. It is not intended as a guide to the installation process and does not address the sealing consideration that may arise in different wall conditions. For the complete installation procedure, see the instruction: packaged with the window or go to www.jeld-wen.com/resources/installation. DISCLAIMER: This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN Inc. Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2014.09.Q4Vv MIAL04, ' e- C A. ;/i 2X H FI 11121, EMBEC FIN INSTALLATION MIN. DISTANCE JAMB SECTION (TYP) HORIZONTAL SECTION NOTE: Caulk between Nailiry Halve d Wood Opening. BUILDERS VINYL SINGLE HUNG Max Frame DP RATING IMACTP 48 x 77 +50/-50 NO General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida Building Code(FBC) and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM Ell300. 3. At minimum, glazing shall be single strength annealed insulating glass. 4. Use structural or composite shims where required. 5. Maximum sizes are buck sizes and do not include fin or flange. PROJECT ENGINEER: i ` 0 i DRAWN BY: C • _ D. Vezo 1 y CHECKED BY: J. Kantola O •• h' T • APPROVED BY: PART PRO ECT o D60 499 0P •• \ rrero see l0 > 9se IDENTIFIER DATE: 3737 Lakeport Blvd07,I7,2014 JEI'.,Dr*TNKlamathscALE: Falls, OR. 97601 NTS Phone: (541)882-3451 TITLE: Builders Vinyl Tilt Single Hung CAD DWG. No.: REV: SHEET BldrsVinoTSH 1 001 1 OF 4 4" MAX. FROM CORNERS 11" O.C. MAX. THRU THRU JAMB XQ t v W 00 ZZ WINDOW WIDTH (48" MAX.) TYPICAL ELEVATION WITH FASTENER SPACING MIN.DI5TANCE FOR EDGE. 3/4" 3 2 1 1/2" MIN. EMBEDMENT tr t 1/4" MAX SHIM SPACE FRAME SECTION (TYP) VERTICAL SECTION 114" MAX SHIM SPACE 2 11/2" MIN. EMBEDMENT 3 MIN.DISTANCE FOR EDGE: 3/4" Installation Notes: 1. Seal flange/frame to substrate. 2. Use #8 PH or greater fastener though the frame with sufficient length to penetrate a minimum of 1 1/2" into the wood framing. For 2X wood frame substrate (min. S.G. = 0.42). 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations noted. It is not intended as a guide to the installation process and does not address the sealing consideration that may arise in different wall conditions. For the complete installation procedure, see the instructions packaged with the window or go to www.jeld-wen.com/resources/installation. DISCLAIMER: This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN Inc. 1111 A—Ct1: tA, /// 1 112" MIN. EMI MIN.015TAP FOR EDGE 3 THROUGH FRAME INSTALLATION JAMB SECTION (TYP) HORIZONTAL SECTION BUILDERS VINYL SINGLE HUNG Max Frame I DP RATING IMPACT 48 x 77 +50/-50 NO General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida Building Code(FBC) and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be single strength annealed insulating glass. 4. Use structural or composite shims where required. 5. Maximum sizes are buck sizes and do not include fin or flange. L"" .% - R 0" PROJECT ENGINEER: DATE: 07/17/2014 3737 Lakeport Blvd T: • i SCALE: F19T tEN Klamath Falls, OR. 97601 DRAWN BY: O D. Vezo NTS Phone: (541) 882-3451 7 CHECKED BY: J. Kantola TITLE: TA`T • i = Builders Vinyl Tilt Single HungAPPROVEDBY: OP •• ; t Urrerodoo. 7 988 9$B 4 n1 - PART PRO ECi oD604A' IDENTIFIER No. SJW2012-202-FEIC PLANT NAME AND LOCATION: CAD DWG. No.: I Bldf REV: 1 001 SHEET 2OF4 4" MAX. FROM CORNERS MIDSPAN 11 O.C. MAX.. THRU THRU JAMB Q3 e FSU' MIDSPAN 3 00z 3 WINDOW WIDTH (48" MAX.) TYPICAL ELEVATION WITH FASTENER SPACING MASONRY FOR DISTANCEE:21/2BLACKFOREDGE: 2 1/Y Installation Notes: 1. Seal flange/frame to substrate. 2. Use 3116" Tapcon or equivalent fasteners through frame with sufficient length to penetrate a minimum of 1 114" into concrete or masonry at each location with a 2 1/2" min from edge distance. For concrete min. = 3000psi) or masonry (CMU shall conform to ASTM C90). 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations noted. It is not intended as a guide to the installation process and does not address the sealing consideration that may arise in different wall conditions. For the complete installation procedure, see the instructions packaged with the window or go to www.jeld-wen.com/resources/installation. DISCLAIMER: This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN Inc. II/4' MIN. EMBEDMENT 1/4" MAX SHIM SPACE II II FRAME SECTION (TYP) VERTICAL SECTION n 1 1/4" MIN. EMBEDMENT N. DISTANCE FOP EDGE: 2 1/2" MASONRY INSTALLATION 1 1/4" MIN. EMBE MIN.DISTANCE FOR EDGE: 2 1/2" MA BLC v JAMB SECTION (TYP) HORIZONTAL SECTION BUILDERS VINYL SINGLE HUNG Max Frame DP RATING IMPACT i 48 x 77 +50/-50 NO I General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida Building Code(FBC) and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM El300. 3. At minimum, glazing shall be single strength annealed insulating glass. 4. Use structural or composite shims where required. 5. Maximum sizes are buck sizes and do not include fin or flange. N: v V' l,A/'' PROJECT ENGINEER: 0 i DRAWN BY: 7 D. Vezo 1 _ 1 CHECKED BY: J. Kantola 9T T A • it APPROVED BY: O •• / " P •• PART PRO ECT o to. rreFo de o. 7 sea I4 -'° 39e ISJW2012-2( DATE: 3737 Lakeport Blvd07,17,2014 JE1aDrWENSCALE: Klamath Falls, OR. 97601 NTS Phone: (541) 882-3451 TITLE: Builders Vinyl Tilt Single Hung CAD DWG. No.: I REV: SHEET Bldrs*i TSH 00 3 OF 4 4" MAX. FROM r--r CORNERS MIDSPAN III MAX.HRIJ THRU D.C. MIDSPAN 00*0 WINDOW WIDTH (48" MAX.)-1 TYPICAL ELEVATION WITH FASTENER SPACING Installation Notes: 1. Seal flange/frame to substrate. 2. For anchoring into metal framing, use #8 TEK Self Tapping screws with sufficient length to achieve a minimum embedment of three threads past the frame thickness. Locate anchors as shown in elevations and installation details. Steel substrate min. 18ga., fy = 33 ksi. 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations noted. It is not intended as a guide to the installation process and does not address the sealing consideration that may arise in different wall conditions. For the complete installation procedure, see the instructions packaged with the window or go to www.jeld-wen.com/resources/installation. DISCLAIMER: This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN Inc. MIN. DISTANCE FOR EDGE: 1/2" Min. embedmenl post three threads past frame 18 gauge min Steel Stud 1/4" MAX SHIM SPACE FRAME SECTION (TYP) VERTICAL SECTION 1/4" MAX SHIM SPACE IB gauge min Steel Stud 3 Min. embedment of three threads past frame MIN.OISTANCE FOR EDGE: 1/2' STEEL INSTALLATION 18 gouge min Steel Stud 1/4" MAX 3 SHIM SPACE MIN.DI5TANCE FOR EDGE: 112" / Min. embedment J of three threads 2 past frame JAMB SECTION (TYP) HORIZONTAL SECTION BUILDERS VINYL SINGLE HUNG Max Frame DP RATING IMPACT 48 x 77 +50/-50 1 NO General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida Building Code(FBC) and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be single strength annealed insulating glass. 4. Use structural or composite shims where required. 5. Maximum sizes are buck sizes and do not include fin or flange. PROJECT ENGINEER: Z••\•• -O DRAWN BY: D. Vezo N 7 CHECKED BY: J. Kantola 0 T T APPROVED BY: Qr_•• L.N. fo0. 7s PRT PRO ECT o: 93e3e8 e a ISJW2012-2( DATE: 3737 Lakeport Blvd07/17/2014 JELJ N!<IarnathscALE: Falls, OR. 97601 NTS I Phone: (541) 882-3451 Builders Vinyl Tilt Single Hung NAME AND LOCATION: CAD DWG. No.: REV: SHEET RldrsVinvITSH 00 4 OF 4 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Product EN?aluaflon Report Of JELD-WEN, inc. Builders Vinyl Tilt Single Hung Window for Florida Product Approval Report No. 3078 Current Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com 1 — A (Certification) Windows Single Hung Builders Vinyl Tilt Single Hung Window PVC 48" X 77" Prepared For: 1F:LD-WEN, inc. 3737 Lakeport ]Blvd. Klanjath lulls, OR. 97601 Prepared by: ```XXII i i 111111i i Hernies ,Norero, P.E.```.ES F. O ,11 Florida Professional Engineer # 73778 'Z;.•' • ., .'pO Date: 08/08/2014 _ 7 Contents: $T T Evaluation Report Pages 1 — 4 . 5L DP ••; ' v Qj Digitally signed by Hermes F. Norero, P.t-1,.,oN ?%N Reason: I am approving this document Date: 2014.09.04 17:46:06-04'00' Hermes Norero, P.E. Florida No. 73778 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: JELD-WEN, inc. Product Category: Windows Product Sub -Category: Single Hung Date: 08/08/2014 Report No: 3078 Compliance Method: State Product Approval Method (1)(a) Product Name: Builders Vinyl Tilt Single Hung Window 48" X 77" Scope: This is a Product Evaluation Report issued by Hermes Norero, P.E. (FL # 73778) for JELD-WEN, inc. based on Method 1a of the State of Florida Product Approval, Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions SJW2012-202-FBC, signed and sealed by Hermes Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the current Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SJW2012-202-FBC require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SJW2012-202-FBC for size and design pressure limitations. Hermes Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Date: 08/08/2014 Report No: 3078 Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a Certification Agency through American Architectural Manufacturers Association (FBC Organization #CER1498). Performance Standards: The product described herein has been tested per: Referenced Data: AAMA/WDMA/CSA 101/I.S.2/A440-08 Product Testing performed by National Certified Testing Laboratories FBC Organization # TST 9341) Report #: SJW2012-202, Report Date: 10/29/2012 2. Certification Agency American Architectural Manufacturers Association FBC Organization #: CER1498) Hermes Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPS A Perfect Solution in Every Drop Date: 08/08/2014 Certificate of Authorization: 29578 Report No: 3078 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For two by (2X) wood frame substrate, use #8 Wood Screw type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For concrete or masonry substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate, use #8 ITW TEK Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Nail Fin Installation: A. For two by (2X) wood frame substrate, use #8 Wood Screw type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. Refer to Installation Instructions (SJW2012-202-FBC) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Positive 50 PSF Negative 1 50 PSF Hermes Norero, P.E. Florida No. 73778 Page 4 of 4 Florida BuLding Ceade Online WORD COPY littps://www.tloridabtiildiiig.org/pr/pr app_Ist.aspx r fi I i`> i.AXAI AJ BCIS Home Log In User Registration Hot lops Submit Surcharge Slats R Facts Publications FBC Staff BCIS Site Map Links Search b(r Product Approval U , USER: Public serP Product Apor—a I Menu > Product or Application Search > Application List I Search Criteria Refine Search Code Version 2014 FL# 4904 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 Search Results - Applications FL* ITvpe Manufacturer Validated By Status FL4904-R7 Affirmation Masonite International National Accreditation & Management Approved History Category: Exterior Doors Institute Subcategory: Swinging Exterior Door (804) 684-5124 I Assemblies Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 the State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1 ), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please. click here . Product Approval Accepts: 011 l M 17-103 LDINo SANFORD I of 1 01/31/2017 1 1:59 AM Florida Budding Code Online https://www. tloridabLii lding.org/pr/pr_app_dtl. aspx?paramw... 1=kkik Lfri'ewitdv_+cW 3 BCIS Home Log In User Registration . Hot Topics Submit Surcharge Slats & Facts Publications FBC Staff BCIS Site Map Links Search pr^''l Product Approval USER: Public User Pio oLL-tt"`A nornval Menu > Product or40ohcatton Searrh > Application List > Application Detail FL 4 FL4904-R7 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Masonite International 1955 Powis Road West Chicago, IL 60185 800) 663-3667 sschreiber@masonite.com Steve Schreiber sschreiber@masonite.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies 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 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No 'N/A Product Approval Method Method 1 Option A I of4 01/31/2017 11:59 AM Florida Building Code Online https://www.floridabui lding.or,-/pr/pr_app_dtl.aspx?param=w... Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # 4904.1 ---------- 04/29/2015 04/29/2015 05/04/2015 Model, Number or Name Description Wood -edge Steel Side -Hinged Door 16'-8" Opaque I/S and O/S Single Door Units Limits of Use Certification Agency Certificate j Approved for use in HVHZ: Yes I FL4904_R7_C_CAC_NI006110.0l.pdfApprovedforuseoutsideHVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes i 12/31/2020 i Design Pressure: +76.0/-76.0 I Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R7 II FL0128.pdf 1 Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, does Evaluation Reports not exceed the design pressures listed. 3'-0" x 6'-8" max I FL4904_R7AE_504A.pdfnominalsize. When large missile impact resistance is required, Created by Independent Third Party: Yes hurricane protective system is NOT required. See DWG -MA- FLO128-05 for details. 4904.2 Wood -edge Steel Side -Hinged Door Units 8'-0" Opaque I/S and O/S Single Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R7 C CAC N1006110.02.udf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes Design Pressure: +70.0/-70.0 12/31/2020 Installation Instructions i Other: Evaluated for use in locations adhering to the Florida i FL4904 R7 II FL0129.odf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, does Evaluation Reports not exceed the design pressures listed. 3'-0" x 6'-0" max FL4904 R7 AE 503A.odf nominal size. When large missile impact resistance is required, Created by Independent Third Party: Yes hurricane protective system is NOT required. See DWG-MA- FL0129_05 for details. 4904.3 Wood -edge Steel Side -Hinged Door 6 -8" Opaque I/S and O/S Door w/ or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R7 C CAC NI006110.01.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date I Impact Resistant: Yes 12/31/2020 Design Pressure: +55.0/ 55.0 j Installation Instructions i Other: Evaluated for use in locations adhering to the Florida FL4904 R7 II FL0128.odf Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Verified By: National Accreditation & Management Institute Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, does Evaluation Reports not exceed the design pressures listed. 12'-0" x 6'-8" max FL4904 R7 AE 502A.odf nominal size. When large missile impact resistance is required, Created by Independent Third Party: Yes hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG-MA-FLO128 4904.4 Wood -edge Steel Side -Hinged Door 8'-0" Opaque I/S Door w/ or w/o Sidelites j Units Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +45.0/-50.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, j but is required on glazed panels. See DWG-MA-FL0129-05. 4904.5 ----- Certification Agency Certificate FL4904 R7 C CAC NI006110.02.pdf iQualityAssuranceContractExpirationDate 12/31/2020 Installation Instructions FL4904 R7 11_1`1_0129.pdf I Verified By: National Accreditation & Management Institute Created by Independent Third Party: I Evaluation Reports FL4904 R7 AE 501A.pdf Created by Independent Third Party: Yes I Wood -edge Steel Side -Hinged Door 8'-0" Opaque O/S w/ or w/o Sidelites Units 2 of 01/31/2017 11:59 AM Florida Building Code Online https://www.floridabu i lding.org/pr/pr_app_dtl.aspa?param=w... Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.0/-45.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. When large missile impact resistance is required, j hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG-MA-FL0129-05. 4904.6 Wood -edge Steel Side -Hinged Door Units I Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50.5/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. When large missile impact resistance is required, hurricane protective system is required. See DWG-MA- FL0130-05 for details. 4904.7 Wood -edge Steel Side -Hinged Door Units Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40.0/-45.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. When large missile impact resistance is required, hurricane protective system is required. See DWG-MA- FL0131-05 for details. 4904.8 Certification Agency Certificate FL4904 R7 C CAC NIO06110.02.Ddf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R7 11 FL0129.odf Verified By: National Accreditation & Management Institute Created by independent Third Party: Evaluation Reports FL4904 R7 AE 501A.odf Created by Independent Third Party: Yes 6'-8" Glazed I/S and O/S Door w/ or w/o Sidelites Certification Agency Certificate FL4904 R7 C CAC NI006110.03.Ddf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R7 II FL0130.1)df Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R7 AE 502A.Ddf Created by Independent Third Party: Yes 8'-0" Glazed I/S Door w/ or w/o Sidelites Certification Agency Certificate FL4904 R7 C CAC NI006110.04.pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R7 II FL0131.1)df Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R7 AE 501A.pdf Created by Independent Third Party: Yes Wood -edge Steel Side -Hinged Door i 8'-0" Glazed O/S Door w/ or w/o Sidelites Units Limits of Use Certification Agency Certificate j Approved for use in HVHZ: Yes I FL4904 R7 C CAC NI006110.04.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +45.0/-40.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R7 II FL0131.pdf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute i where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, does Evaluation Reports not exceed the design pressures listed. 12'-0" x 8'-0" max FL4904 R7 AE 501A.pdf nominal size. When large missile impact resistance is required, Created by Independent Third Party: Yes hurricane protective system is required. See DWG-MA- FL0131-05 for details. j Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: MA RA h.ryd:l -S-di 3 of 0 1/3 1/2017 11:59 AM Florida Building Code Online littps://www.floridabuildiiig.org/pr/pr_app_dtl.aspx?param=w... 4 of 01/31/2017 11:59 AM LQ 149' MAX. OVERALL FRAME WIDTH ¢ 00 SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT 21 36.375" MAX. D.L.O.O. PANEL WIDTH 37.5" MAX. ¢ p 6' 8" DOUBLE DOOR WITH /WITHOUT SIDELITES W/ASTRAGAL FRAME WIDTH ZO IQ J cn z O GENERAL NOTES I. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM UJ Ln = DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, ^ ' o !•- L17 ( DOES NOT EXCEED THE DESIGN PRESSURES LISTED. Z 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON V) OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. Q O 2 3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN = ACCORDANCE WITH SECTION 2220 OF THE FBC. W i-1 0 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 aANDSMOKEDEVELOPEDINDEXOF60PERASTME84. 1-t 5. PLASTICS TESTING OF UTE FRAME MATERIAL: , ¢ TEST DESCRIPTION DESIGNATION RESULT ¢ o o k p o J z W4gWe. I .y COMPARATIVE TENSILE STRENGTH AFTER WEATHERING w g $ 4 a4500HOURSXENONARCMETHOD1o 0 DOUBLE DOOR UNIT W/SIDELITES a a Adder6A b NMI ' ^ r3333mNNV1( n CQNfM YOD No.: Il Waved Br,z Date Review 3,t 1 _ z Q JU Q Q w Cl ®® ®® ®® ®® ®® ®® goa zUaCLz u 00 rn a u j L 'u Ila l SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UN17 SINGLE DOOR UNIT W/SIDELITES QQUBLE DOOR UNIT W/SIDELITES WITH SIDED WITH SIDELI7E w U m z WE: 7/ 1 1 /05 r 1 i SCALE: N.T.S. Y-+ DWG. BY: SWS GNK. BY: KURT BALTHAZOR DRAVANG NO.: FLORIDA P.E. DWG-MA-FL0128-05 156533 SHEET 1 OF 3 AN SELF IGNITION TEMP ASTM 01929 740 'F > 650 'F RATE OF BURNING ASTM D635 0.77 IN MIN SMOKE DENSITY ASTM 02843 13.49. TENSILE STRENGTH' ASTM D638 7.507. DIFF TABLE OF CONTENTS SHEET a DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE MAX WIDTH INSWINGOUTSWING INSWING OUTSWINC 37.5 76.0 -76.0 76.0 -76.D 19.0 -19.0 55.0-55.0 74-55.0 55.0 -55.0 19.0 -19.0 55.0 -55.0PCO: NFIIG 75 550550+55.0 55.0 19.0 -1900-550 112.5-55.0 55.0 -55.0 19.0-550 149 55.0 ci Ln o D0 6" SEE DETAIL _ 3. —{I 6" J CD I F— Z II-- 01-7 O N 0 Z dU M o a ^n z U Qa SEE DETAIL O f— J Q SEE DETAIL SEE DETAIL C• w _ _ ,. C" K N n N '- A g I T O O ¢ 3" 3" 3• 3" 3" dT 3" 6" "1 — I— 6. ~ a a 6" 6" SEE DETAIL In N In (A F 3333mfnUl (n Ul ZO Z Q w U J LLww 3 xQQw ASTRAGAL RETAINER BOLT HOLE 0 V) z 8 x 2-1/2" # 10 x 2" #8 x 2-1/2" MUST BE DRILLED THROUGH J= o w o THE THRESHOLD & INTO THE a L o ' 10 x 5/8" STRUCTURE DEEP ENOUGH o a m 8 x 2-1/2" #10 x 1" FOR A 1.375" THROW _ co 10 x 5/8" 0 # 10 x 3/4" DETAIL "F' ASTRAGAL ° ^' c o 10 x 2" DETAIL "E" ASTRAGAL rn N FRAME DOOR c (1/8 TEMP. GLASS) ATTACH ASTRAGAL RETAINER BOLT DOW 995 W/ OPTIONAL DECORATIVE INSERT DETAIL "D" STRIKE PLATE TO FRAME ALUM. STEEL OR BUM SPACER DETAIL "C" AS SHOWN. 1/2 BITE w o u m z TYPICAL _—Pe x 1- 1/2" PHS Addelldm b NAIA 04TE: 7 7 1 05 0.962" +"`•'' SCALE: N.T.S. I cenl cat n a- 2 y •• ....• . 1.375" J ReveA 6S l /' ",A•t': owc. BY.. SWS T Date Rt:4, ,—L=7 , DOW 995 ; • r-' EXTERIOR INTERIOR DRAWING NO.: INSWING THRESHOLD OUTSWING THRESHOLD TYPICAL GLAZING DETAIL OWG-MA-FLO128-05 SHEET 2 01 .3 3' o Ow a A a J Q o w 8 B O a 8 6' 3" I II II II I SEE DETAIL C" SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOAAS, PE FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG CORRUGATED FASTENERS LOCATED 3" FROM EACH END AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAXIMUM 12" O.C. 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. 3 -1 C 6" 3 C -I -Yr C _1 _ 31 N w^ U a. SEE DETAIL 1n "D" SHT. 2 0 I II I I II i a a 00w w B 0 I II C H II I B II I 0 a 3 ti, ' 3"' 3' 6. 6' HARDWARE SCHEDULE 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES 1. MINN 0.25" MAXSHIM CL —I (— TYPICAL WOOD BUCK ANCHOR INSTALLATION 1.25" tMIN 0.25" MAXSHIM CL TYPICAL MASONRY ANCHOR INSTALLATION AMmI n to NW Revi calft2ft flo.: Date Renew __ LZ Ei Ln cr O 00 U p LO zo or J Q - 3 /C^ VO Z CL Lu z LU O m Lu DATE: 7/ 1 1 /05 SCALE: N.T.S. Dwc. By: SV/S CW BY: DRAWING NO.: DWG—MA—FL0128-05 sHEET 3 OF 3 rBuildin Analysis RECORD COPY Job: wrightsoW, Date: Dec 31, 2016 Entire House By: WWW.ENERGYCALCS.NET ENERGYCALCS.NET 267 DELEON RD, DEBARY, FL 32713 Phone: 386-775-0908 Fax: 888-262-5406 Email: MAGGIE@ENERGYCALCS.NET License: RESNET#4557900 Project• • For: PATTIE WILLIAMS ADDITION 711 S BAY AVE, SANFORD, FL 32771 Design Location: Indoor: Heating Cooling Sanford, FL, US Indoor temperature (°F) 70 75 Elevation: 55 ft Design TD (°F) 32 18 Latitude: 28% Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 27.8 43.5 Dry bulb (°F) 38 93 Infiltration: Dailyrange (°F) - 20 ( M ) Method Simplified Wet bulb (°F) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Heating, Component Btuh/ft2 Btuh of load Walls 3.6 905 24.1 Glazing 17.3 415 11.1 Doors 12.5 262 7.0 Ceilings 1.1 283 7.5 Floors 4.0 1044 27.9 Infiltration 2.8 840 22.4 Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 1 1 37491 100.0 Component Btu h/ft2 Btuh of load Walls 1.9 467 9.1 Glazing 59.9 1438 28.1 Doors 11.5 242 4.7 Ceilings 1.0 267 5.2 Floors 0 0 0 Infiltration 0.8 248 4.8 Ducts 0 0 Ventilation 0 0 Internal gains 2460 48.0 Blower 0 0 Adjustments 0 Total 1 1 51211 100.0 Latent Cooling Load = 770 Btuh Overall U-value =0.111 Btuh/ft2-°F Data entries checked. USANFORDVlblIInfiltration IFflffra`.icn 1 7 - 1 0 3 1 Gins wrightsoft' 2017-Jan-0310:17:29 Right -Suite@ Universal 2017 17.0.17 RSU19553 Page 1 s\Edward\Downloads\PATTIE WILLIAMS ADD GDA .rup Calc = MJ8 Front Door faces: W PrQ ect Summary Job: wrightsoft`. Date: Dec 31, 2016 Entire House By: WWW.ENERGYCALC&NET ENERGYCALCS.NET 267 DELEON RD, DEBARY, FL 32713 Phone: 386-775-0908 Fax: 888-262-5406 Email: MAGGIE@ENERGYCALCS.NET License: RESNET#4557900 Proiect Information For: PATTIE WILLIAMS ADDITION 711 S BAY AVE, SANFORD, FL 32771 Notes: i- n; lnformation Weather: Sanford, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 °F Outside db 93 F Inside db 70 °F Inside db 75 F Design TD 32 °F Design TD 18 F Daily range M Relative humidity 50 Moisture difference 44 gr/Ib Heating Summary Structure 3749 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 3749 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Cooling Area (ft2) 261 261 Volume (fP) 2351 2351 Air changes/hour 0.61 0.32 Equiv. AVF (cfm) 24 13 Heating Equipment Summary Make Trade Model AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Sensible Cooling Equipment Load Sizing Structure 5121 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 5121 Btuh Latent Cooling Equipment Load Sizing Structure 770 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 770 Btuh Equipment total load 5892 Btuh Req. total capacity at 0.70 SHR 0.6 ton Cooling Equipment Summary Make Trade Cond Coil AHRI ref 100 EFF Efficiency 1.1 kW Sensible cooling 3749 Btuh Latent cooling 11 F Total cooling 300 cfm Actual air flow 0.080 cfm/Btuh Air flow factor 0.50 in H2O Static pressure Load sensible heat ratio 14 SEER 5250 Btuh 2250 Btuh 7500 Btuh 300 cfm 0.059 cfm/Btuh 0.50 in H2O 0.87 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wry htsoft- 2017-Jan-0310:17:29 46 Right-Suite® U niversal 2017 17.0.17 RSU19553 Page 1 s\Edward\Downloads\PATTIE WILLIAMS ADD GDA .rup Calc = MJ8 Front Door faces: W Job #: Performed by VVM.ENERGYCALCS.N... PATTIE WILLIAMS ADDITION 711 S BAY AVE SANFORD, FL 32771 Sheet 1 ENERGYCALCS.NET 267 DELEON RD DEBARY, FL 32713 Phone:386-775-0908 Fax:888-262-5406 MAGGIE@ENERGYCALCS.NET Scale: 1 : 63 Page 1 Right -Suite® Universal2017 17.0.17 RSU19553 2017-Jan-03 10:17:54 ads\PATTIE WILLIAMS ADD GDA . wrightsoft`- Manual S Compliance Report Entire House Job: Date: Dec 31, 2016 By: WWW.ENERGYCALMNET ENERGYCALCS.NET 267 DELEON RD, DEBARY, FL 32713 Phone: 386-775-0908 Fax: 888-262-5406 Email: MAGGIE@ENERGYCALCS.NET License: RESNET#4557900 For: PATTIE WILLIAMS ADDITION 711 S BAY AVE, SANFORD, FL 32771 Design Conditions Outdoor design DB: 93.0°F Sensible gain: 5121 Btuh Outdoor design WB: 76.0°F Latent gain: 770 Btuh Indoor design DB: 75.0°F Total gain: 5892 Btuh Indoor RH: 50% Estimated airflow: 300 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Pkg AC Manufacturer: Model: Actual airflow: 300 cfm Sensible capacity: 6500 Btuh 127% of load Latent capacity: 1000 Btuh 130% of load Total capacity: 7500 Btuh 127% of load SHR: 87% Design Conditions Outdoor design DB: 38.0°F Heat loss: 3749 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Elec strip Manufacturer: Model: Actual airflow: 300 cfm Output capacity: 1.1 kW 100% of load Meets are all requirements of ACCA Manual S. Entering coil DB: 75.0°F Entering coil WB: 62.5°F Entering coil DB: 70.0°F Temp. rise: 11 °F 2017-Jan-03 10:17:29 wrightsoft` Right-SuiteO Universal 2017 17.0.17 RSU19553 Page 1 s\Edward\Downloads\PATTIE WILLIAMS ADD GDA .rup Calc = MJ8 Front Door faces: W Revision 1 r Response to Comments Permit # l 1 - 103 Project Contact: Ph: Trades encompassed in revision: 4SI Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention 1 Building City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date Fax: General description of revision: ROUTING INFORMATION Approvals