The URL can be used to link to this page

Home My WebLink About3810 Crawley Down Lp 18-1578 HVACCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100005 BUILDING APPLICATION #: 18-10000546 BUILDING PERMIT NUMBER: 18-10000546 DATE: June 19, 2018 msg5 31 (PED ITS A UNIT ADDRESS: CRAWLEY DOWN LOOP 3810 17-20-31-5VC-0000-0950 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: NVR INC DBA RYAN HOMES ADDRESS: 4307 VINELAND ROAD SUITE H-20 ORLANDO FL 32811 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3810 CRAWLEY DOWN LOOP / KENSINGTON RESERVE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS -ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing 00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family Housingg 54.00 1.000 dwl unit 54.00 SCHQOLS CO -WIDE ORD Single Family Housing 91000.00 1.000 dwl unit 9,000.00 PAS 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 9,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERRMMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAN CERTIFICATE OF OCCUPARY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE• 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT J I ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE ( V7N Lp 0 t ECEIVE JUL 2 a 2018 CITY OF SANFORD BUILDING.;B.FIRE PREVENTION 4 ':PERMIT=APPL• t ICATIONiBYc .: Applicatioh N6: Documented Construction Value: $ Job Address::' i Q v Qhistoric District: Yes,[] No Parcel ID: ResideiltiaQ Commircial Type of Worfia Newp Addition(( Alteration Repair -0 :pemo.0 Change of Use.Q,'Move. Description of Work::J t l Plan Review ContactFierson: 1.Ir.1 ,rs T`itl'e: Phone: `W 1-j S Opt ( Fax:'4-1, 333-385.3 Email: 1 UGC C'al,V. Ccn'N Name Street: City State Zip: I ;if, rk yy Property Owner Information Phone: Resident of property?: Cnoriti ai;for Information / Name 1= r _ . _ i-t' Pbono: `tet - rJ -7 Street: J3 TSLO = Fax: 0 - _ _53 City, State Zip:. State License No. O ArchitectfEngineer Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company: Address: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMkNT 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. ApPt.° AeR4-hereby-made-to-obtairra••permit•to-doihe-work•and-icertify-that commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, 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: 5i11 Edition (2014) Florida Building Code O 1 Revised: lune 30.2015 y -_ _ _ - - Permit Application — - i NOTICES In additi6n:to thi •re4uirernenils of this permit, there may be additional restrictions applicable to this property that may be found in the public rexordsofthis county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time ofpermit•submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured -based on the current ICC Valuation Table in effect at the time the p't:tmit is issued, in accordance with local ordinance. Should calculated charges figured otf the executed contract exceed the actual construction value, credit will be applied to your pec>oit fees whpn the permit is issued. OWNER'S' AFFIDAVIT: •I -cert* that all'of the foregoing infokmation is accuFate at work will be done in compliance with all applieabledaws Jregulatingi eonstfiuetion and zo g - Signature of owner/Agent Date Print Owner/Agent's Name Signaturc.of Notary -State of Florida Date sign icorContmctor/Agent Name signadoe of Nod(ry-State of Florida Date Pz CHERYL D AKERS MY COMMISSION 0 FF998962 EXPIRES June 05. 2020 0 Owner/Agent is Personally Known to Me or Contractor/.Agent is Personally Known tome or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: • UTILITIES: ENGINEERING: Q1D-'D rEN_ - FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Rcviscd' Juno 30 2015 - -- E=iLAPPI: --- i STATEWIDE 1-888-831-26654 DEL-AIR. State Cert CAC032448 NEUIN6 • ANI CON01i16MUS SAWGRASS OPT POOL BATH SHOWER 3.5/2.0 15.0 5 9,373.00 SAWGRASS OPT STUDY 3.5/2.0 15.0 4 9,332.00 SEAGATE VERSION 111 3.0 15.0 - 3_ 4,977.00 SEAGATE VERSION III OPT BATH 2 3.0 15.0 4 5,139.00 SEAGATE VERSION III OPT BONUS 3.5 15.0 3 6,530.00 SEAGATE VERSION III OPT BONUS BATH 3.5 15.0 4 6,592.00 SEAGATE VERSION III OPT BONUS BDRM 3.5 15.0 4 6,702.00 SEASIDE 4.0 15.0 4 5,779.00 SEASIDE OPT OFFICE 4.0 15.0 4 5,926.00 SEASIDE OPT POWDER 4.0 15.0 5 5,901.00 SUMMERLAND 3.5 115.0 14 5,747.00 SUMMERLAND OPT BATH 2 3.5 115.0 5 5,896.00 SUMMERLAND OPT BDRM 5 3.5 115.0 5 1$6,019.00 NOTE: PRICING BASED ON NEW CODE. THE DUCT LEAKAGE TEST WAS REQUIRED TO PASS NEW CODE. Pricing valid for (6) months JOB NAME: Standard Series - Revised Page 3 of 4 Equipment to be GOODMAN 15 SEER Heat Pump Pricing includes bath duct with standard bath fans, (1) dryer vent box, (1) dryer venting through roof, programmable thermostat (TH63201.11000DAG), and a 2nd year warranty. plans with asterisk also have 2 -zone damper systems. Add Price for Breakered Heat Strips, Add $35.00 for each unit. Option Price to Add 7" Range Vent, Add $150.00 each. Add Price for Combustion Air for Gas Dryers, Add $90.00 per dryer. For any interior kitchen hood that has a fan greater than 400cfm - Please add $ 475.00 for a Broan MD8TU. For any interior kitchen hood that has a fan greater than 1000cfm - Please add S 875.00 for a Broan MD8TU and MD6S. For any interior kitchen hood that has a fangreater than 1500cfm - Special provisions must be made. Add $235.00 for increased range vent size if any makeup air is necessary. DEL -AIR must be notified of any interior hood that greater than 400cfm BEFORE rough -in. H\ %C s r % rli C1•:H 1. I 31 ('0111 SCO 11 AV Nanlmd. Fl. 32771 I407) 333 -CON Cust Initials CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: i L J % 2 O Documented Construction Value: $ L4 - 2a -Job Address: JO Cia Historic District: Yes No Parcel TD: Residential CommercialTypeofWork: Newt/ Addition Alteration Repair • Demo Change of Use Move Description of Work: N A t ,.1 a l -A n ti n Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name )) Phone: 7 42- Street: I Resident ofro ePp rty? : City, State Zip: Name Contractor Information Phone: Street: lisp- Fax: 407- (OLS City, State Zip: ,r State License No.: 7EL=3L-W Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAINFINANCDVG, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation hascommencedpriortotheissuanceofapermitandthatallworkwillbeperfonnedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be Inscribed with the date of application and the code in effect as of that date: 5'° Edition (2014) Florida Building Code Itevised: June 30. 2015 Pennit Application ONTICS: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmitral. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your perrait fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of rotary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID tgnature of Contractor/Agent Date Print Co tractor/Agent's Name a-(S- r --An iAn 6/rZ je Signature of Notary -State of Florida Date Ay °6", PAMELA S TFRNUS 01. CommissionNGG110822 ExpiresAugusl 7, 2021 Orf d'' eagodTlyyg Nohry9etybps Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building[] Electrical E] Mechanical[] Plumbing(] Gas E] Roof n 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 APPROVALS: ZONING: COMMENTS: of Heads Fire Alarm Permit: Yes No UTILITIES: ENGINEERING: FIRE: WASTE WATER: BUILDING: Revised: lune 30, 2015 Permit Application RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: r5KensingtonReserveSummeriandCGRW Builder Name: RYAN HOMES Street: 3010 CRAWLEY DOWN LOOP Permit Office: SANFORD City, State, Zip: SANFORD , FL, 32773 Permit Number: # 1 8 - 15 78 Owner: Jurisdiction: 691500 n'/+Gl Design Location: FL,Orlando County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types (2606.0 sgft.) Insulation 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1264.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1073.30 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 268.67 ft' 4. Number of Bedrooms 4 d. N/A R= ft' 10. Ceiling Types (1384.0 sgft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1384.00 ft= 6. Conditioned floor area above grade (ft') 2421 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(236.9 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 590.25 a. U -Factor. Dbl, U=0.35 135.88 ft' SHGC: SHGC=0.29 b. U -Factor. Dbl, U=0.62 96.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.29 a. Central Unit 38.5 SEER:15.00 c. U -Factor. Dbl, U=0.34 5.00 ft' SHGC: SHGC=0.31 13. Heating systems kBtu/hr Efficiency d. U -Factor. N/A ft' a. Electric Heat Pump 38.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 5.053 ft. Area Weighted Average SHGC: 0.290 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1381.0 sgft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1090.00 ft' b. Conservation features b. Floor over Garage R=13.0 291.00 ft' None c. N/A R= ft' 15. Credits Pstal Glass/Floor Area: 0.098 Total Proposed Modified Loads: 69.42 PASSTotalBaselineLoads: 69.54 1 hereby certify that the plans and spe ificabons covered by Review of the plans and TriE Spq?, this calculation are in compliance the Florida Energy specifications covered by this y Code. calculation indicates compliance ee`a a with the Florida Energy Code.'•.:`: PREPARED BY: ` 9_7_1R Sr Pratt Before construction is completed this building be inspected for r DATE: ntt will compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. COD WI: OWNER/AGENT: ve BUILDING OFFICIAL: DATE: 2/8/201 ILDATE: (Z ` W Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.070 On for whole house. 2/7/2018 4:54 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 IFf)RM RdnS-2n17 2/7/2018 4:54 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lol95KensingtonReserveSum Bedrooms: 4 User Conditioned Area: 2421 Total Stories: 2 1 Worst Case: No RYAN HOMES Rotate Angle: 0 SANFORD Cross Ventilation: No 691500 Whole House Fan: No Single-family New (From Plans) Address Type: Lot # Block/Subdivision: PlatBook: Street: County: City, State, Zip: Street Address 95 KENSINGTON RESE 10 CRAWLEY DOW Seminole SANFORD , FL, 32773 CLIMATE Design Location Design Temp TMY Site 97.5% 2.5% Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO INTL AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2421 22757.4 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2421 22757.4 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Floor over Garage Main — 2 Slab -On -Grade Edge Insulatio Main 115ft 0 291 ft° 1090 ft° 13 0.11 0 0.89 0 0.38 0.62 ROOF Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Hip Composition shingles 1499 ft' 0 ft' Medium 0.85 N 0.85 No 0 22.6 ATTIC J# Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1384 ft° N N CEILING Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 38 Blown 1384 ft2 0.11 Wood 2/7/2018 4:54 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 Gnvnn Denr;_9nl7 217/2018 4:54 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below IL r)mt To wall T;Pe Space 1 S Exterior Frame - Wood Main 13 49 6 8 0 396.0 ft' 0 0.23 0.6 0 2 S Exterior Concrete Block - Int Insul Main 4.1 36 6 9 4 340.7 ft' 0 0 0.6 0 3 W Exterior Frame - Wood Main 13 29 6 8 0 236.0 ft' 0 0.23 0.6 0 4 W Exterior Concrete Block - Int Insul Main 4.1 8 6 9 4 79.3 ft= 0 0 0.6 0 5 N Exterior Frame - Wood Main 13 49 6 8 0 396.0 W 0 0.23 0.6 0 6 N Exterior Concrete Block - Int Insul Main 4.1 40 6 9 4 378.0 ft' 0 0 0.6 0 7 E Exterior Frame - Wood Main 13 29 6 8 0 236.0 W 0 0.23 0.6 0 8 E Exterior Concrete Block - Int Insul Main 4.1 11 6 9 4 107.3 W 0 0 0.6 0 9 - Garage Frame - Wood Main 13 31 0 8 8 268.7 ft' 0 0.25 0.01 0 10 E Exterior Concrete Block - Int Insul Main 4.1 10 0 9 4 93.3 ft' 0 0 0.6 0 11 E Exterior Concrete Block - Int Insul Main 4.1 8 0 9 4 74.7 ft' 0 0 0.6 0 DOORS Omt Door Type Space Storms U -Value WidthWidthArea Ft In Ft 1 W Insulated Main None 25 3 6 8 20 ft' 2 Insulated Main None 25 2 8 6 8 17.8 W WINDOWS Orientation shown is the entered, Proposed orientation. Wall OverhangV # Ornt ID Frame Panes NFRC U -Factor SHGC Imp Area Depth Separation Int Shade Screening 1 S 1 Vinyl Low -E Double Yes 0.35 0.29 N 30.5 ft2 1 110 in 1 ft 2 in None Exterior 5 2 S 2 Vinyl Low -E Double Yes 0.35 0.29 N 16.2 ft' 1 ft 0 in 10 ft 10 in None Exterior 5 3 W 3 Vinyl Low -E Double Yes 0.35 0.29 N 12.0 ft' 1 ft 0 in 1 ft 2 in None Exterior 5 4 W 3 Vinyl Low -E Double Yes 0.35 0.29 N 30.5 ft= 1 ft 0 in 4 ft 0 in None Exterior 5 5 N 6 Vinyl Low -E Double Yes 0.35 0.29 N 16.2 ft° 1 ft 0 in 10 It 10 in None Exterior 5 6 E 7 Vinyl Low -E Double Yes 0.34 0.31 N 5.0 ft' 1 ft 0 in 1 ft 2 in None Exterior 5 7 E 7 Vinyl Low -E Double Yes 0.35 0.29 N 15.3 ft' 1 ft 0 in 1 ft 2 in None Exterior 5 8 E 10 Metal Low -E Double Yes 0.62 0.29 N 48.0 ft' 11 ft 0 in 0 ft 6 in None Exterior 5 9 N 5 Vinyl Low -E Double Yes 0.35 0.29 N 15.3 ft° 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5 10 E 11 Metal Low -E Double Yes 0.62 0.29 N 48.0 ft- 11 ft 0 in 0 ft 6 in None Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 459112 459 ft' 58 ft 8.7 ft 3 217/2018 4:54 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 Ff1RM PAnr,_7n17 2/7/2018 4:54 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000418 2655 145.76 274.12 .3758 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ None HSPF:8.5 38 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 15 38.5 kBtu/hr cfm 0.8 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ft' DUCTS Supply — V # Location R -Value Area Return — Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 Attic 6 590.25 Attic 70.05 ft Proposed On Main — cfm 169.5 cfm 0.07 0.60 1 1 TEMPERATURES Programable Thermostat: Y Cooling[ ]Jan [ ]Feb j ]]Mar HeatinH Jan H Feb [X] Mar Ventin [)Jan [ ]Feb [[X1] Mar Ceiling Fans: Se [ ] j ] Apr I iM a [X] Jun jX] Jul jX] Au nsAprMay ] Jun [ ] Jul [ ] AuSep [ ] X] A r May ]Jun [ ]Jul [ ] Aug e [X] Oct ] Nov Oct [X] Nov Oct [X] Nov Dec Dec Dec 2/7/2018 4:54 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 Thermostat Schedule: Schedule Type HERS 2006 Reference 1 2 3 4 5 Hours 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 a 2/7/2018 4:54 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 100 The lower the EnergyPerformance Index, the more efficient the home. 3910 CRAWLEY DOWN LOOP, SANFORD, FL, 32773 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Windows" Description a. U -Factor: Dbl, U=0.35 SHGC: SHGC=0.29 b. U -Factor. Dbl, U=0.62 SHGC: SHGC=0.29 c. U -Factor. Dbl, U=0.34 SHGC: SHGC=0.31 d. U -Factor. N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. Floor over Garage c. N/A New (From Plans) 9. Wall Types Single-family a. Frame - Wood, Exterior 5.053 ft. b. Concrete Block - Int Insul, Exterior 1 c. Frame - Wood, Adjacent 4 d. N/A 1090.00 ft' 10. Ceiling Types No a. Under Attic (Vented) 2421 b. N/A ft' c. N/A Area 11. Ducts 135.88 ft' a. Sup: Attic, Ret: Attic, AH: Main 96.00 ft' Efficiency 38.5 SEER:15.00 12. Cooling systems 5.00 ft' a. Central Unit Insulation R=0.0 R=13.0 R= ft' 13. Heating systems R=13.0 a. Electric Heat Pump 5.053 ft. 1073.30 ft' 0.290 268.67 ft' Area 14. Hot water systems 1090.00 ft' a. Electric 291.00 ft' 1384.00 ft' R= b. Conservation features ft' ft' None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features, Builder Signature: Date: 2/8/2018 Address of New Home: 310 Cr wley Down Loop City/FL Zip: 32773 Insulation Area R=13.0 1264.00 ft' R=4.1 1073.30 ft' R=13.0 268.67 ft' R= ft' Insulation Area R=38.0 1384.00 ft' R= ft' R= ft' R ft' 6 590.25 kBlu/hr Efficiency 38.5 SEER:15.00 kBtu/hr Efficiency 38.0 HSPF:8.50 Cap: 50 gallons EF: 0.95 Pstat Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 2/7/2018 4:54 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 0 CRAWLEY DOWN LOOP Permit Number: SANFORD , FL, 32773 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory)The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verity that the EPL display card completed and signed by the builder accurately reflects the plans and specificafions submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance With the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood-buming fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakagdMndows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 2!7/2018 4:54 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R -value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate healing and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free' in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in lest: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55'F (13'C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically tum off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 2/7/2018 4:54 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'Y2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100'F to 140'17 (38'C to 60'C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main bumer(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM -1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that Gose when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan effrcacy.When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved 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 that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMUIV CFM) Range hoods Any 2.8 chT&att Any In-line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 2/7/2018 4:54 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or 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. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50'F (10'C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F (4.8'C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on-off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas-fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically tum off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 2/7/2018 4:54 PM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandatoryhe energy consumption of electric -powered portable spas shall be controlled by the . requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 2!7/2018 4:54 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 2017 -AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: L 195KensingtonReserveSummeriandCGRW Builder Name: RYAN HOMES Street: 310 CRAWLEY DOWN LOOP Permit Office: SANFORD City, State, Zip: SANFORD , FL, 32773 Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit Ceiling/attic the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. The junction of the foundation and sill plate shall be sealed. Cavities within comers and headers of frame walls Walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/doorjambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on Narrow cavities installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind D*nino and wirina. Showerttub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sorinkler cover plates and walls or c6lincis. a. In addition, inspection of log wails snail De in accordance with ine provisions or 2!7/2018 4:54 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Manual S Compliance Report Job: LotWensington Resery wrightsofto ... Date: 06.03.15 Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Project• • For: RAN HOMES 3910 CRAWLEY DOWN LOOP, SANFORD, FL32773 Cooling Equipment Design Conditions Outdoor design DB: 92.5°F Sensible gain: 27624 Btuh Entering coil DB: 77.2°F Outdoor design WB: 76.2°F Latent gain: 4794 Btuh Entering coil WB: 63.6°F Indoor design DB: 75.0°F Total gain: 32418 Btuh Indoor RH: 50% Estimated airflow: 1283 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Goodman Mfg. Actual airflow: 1283 cfm Sensible capacity: 28706 Btuh Latent capacity: 5399 Btuh Total capacity: 34105 Btuh Model: GSZ140421K+ASPT47D14A 1040/6 of load 113% of load 105% of load SHR: 840/6 Heating Equipment Design Conditions Outdoor design DB: 42.3°F Heat loss: 26720 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Goodman Mfg. Model: GSZ140421K+ASPT47D14A Actual airflow: 1283 cfm Output capacity: 33938 Btuh 127% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1283 cfm Output capacity: 7.2 kW 920/6 of load Temp. rise: 70 OF Meets are all requirements of ACCA Manual S. Entering coil DB: 69.3°F Capacity balance: 34 °F Economic balance: -99 °F 2018 -Jan -13 08:37:31 c wrightsoft' Right-Sulle® Universal 2017 17.0.23 RSU23828 Page 1 ndCGRW\Lot95KensinglonReserveSummodandCGRW.rup Calc a MJB House laces: W Component Constructions Job: LotMensingtonReserv... i wrightsc P Date: 06.03.15 Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.631.2665 Project• • For: FLAN HOMES 3®10 CRAWLEY DOWN LOOP, SANFORD, FL 32773 Jpsinn Cnnditic Location: 0.091 Indoor: Heating Cooling Orlando/Jetport, FL, US 896 Indoor temperature (°F) 70 75 Elevation: 105 ft 543 Design TD (°F) 28 18 Latitude: 28°N 13.0 Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 0.8 45.8 Dry bulb (°F) 42 93 Infiltration: all 1155 0.091 Daily range (°F) - 16 ( M) Method Simplified 2718 Wet bulb (°F) - 76 Construction quality Average 2014 Wind speed (mph) 15.0 7.5 Fireplaces 0 0 Construction descriptions Or Area Ll -value Insul R Htg HTM Loss Clg HTM Gain tF BWhAP-•F tF-"FIBWh BWhIIH BWh BWhM BWh Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board int fnsh Partitions 12B-Osw: Frm wall, r-11 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Windows 2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low -e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (5.08 ft window ht, 1.17 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, Or low -e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (5.3 ft window ht, 10.83 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, Or outr, air gas, mtl no brk frm mat, Or low -e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (1.3 ft window ht, 1.17 ft sep.); 6.67 ft head ht 2A-2omd: 2 glazing, cir ouir, air gas, mtl no brk frm mat, clr low -e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.25); 11 ft overhang (8 ft window ht, 0.5 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, Or low -e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (4 ft window ht, 1.17 it sep.); 6.67 ft head ht n 381 0.091 13.0 2.52 960 2.35 896 e 216 0.091 13.0 2.52 543 2.35 507 s 366 0.091 13.0 2.52 921 2.35 860 W 194 0.091 13.0 2.52 488 2.35 455 all 1155 0.091 13.0 2.52 2912 2.35 2718 n 362 0.201 0 5.57 2014 4.37 1581 e 179 0.201 0 5.57 998 4.37 784 s 324 0.201 0 5.57 1806 4.37 1418 w 59 0.201 0 5.57 330 4.37 259 all 925 0.201 0 5.57 5148 4.37 4042 271 0.097 11.0 2.69 729 1.75 475 n 15 0.540 0 15.0 228 15.9 243 e 15 0.540 0 15.0 228 39.2 598 s 31 0.540 0 15.0 456 16.2 494 all 61 0.540 0 15.0 912 21.9 1335 n 16 0.540 0 15.0 244 14.1 230 s 16 0.540 0 15.0 244 15.7 256 all 33 0.540 0 15.0 489 14.9 486 e 5 0.540 0 15.0 78 39.2 204 e 96 0.620 0 17.2 1649 16.1 1544 W 12 0.540 0 15.0 179 39.2 471 2018•Jan-13 08:37:31 C wrightsof ' Right -suite® Universal 2017 17.0.23 RSU23828 Page 1 ndCGRW\Lol95KensingionReserveSummedandCGRW rup Calc . MJ8 House faces, W 2A-2om: 2 glazing, clr outr, air gas, mill no brk frm mat, cir low -e innr, w 31 0.540 1/4" gap, 1/8" ihk; NFRC rated (SHGC=0.31); 1 ft overhang (5.08 ft 372 0 window ht, 4 ft sep.); 6.67 ft head ht 193 12.0 Doors 38.0 0.72 11JO: Door, mill fbrgl type w 20 0.600 11 D0: Door, wd sc type n 18 0.390 Ceilings 326 0 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1384 0.026 gypsum board int insh Floors 20P -11c: Fir floor, frm fir, 6" thkns, carpet fir fnsh, r-11 cav ins, gar ovr 291 0.078 22A-cpl: Bg floor, light dry soil, on grade depth, carpet fir fnsh 115 0.989 Kj 0 15.0 456 39.2 1196 6.3 16.6 334 18.5 372 0 10.8 193 12.0 215 38.0 0.72 997 1.41 1955 11.0 2.16 629 1.12 326 0 27.4 3150 0 0 2018 -Jan -13 08:37:31 C + wrightSofr Right -Suite® Universal 2017 17.0.23 RSU23828 Page 2 ndCGRW%Lo195KensingionReserveSummodandCGRW.nip Calc - MJ8 House faces: W Job: LotWensingtonReserv... wrightsoft' Project Summary DatBENTLEYBEBy:ntireHouse DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Prooect Information For: RYAN HOMES 310 CRAWLEY DOWN LOOP, SANFORD, FL 32773 Notes: RSVD 3-20-2017 NMB L.S. 01-13-18 SRP Design Information Weather: Orlando/Jetport, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 22248 Btuh Structure 20310 Btuh Ducts 4472 Btuh Ducts 7314 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh none) Blower 0 Btuh Piping 0 Btuh Equipment load 26720 Btuh Use manufacturer's data y Rate/swing multiplier Equipment sensible load 1.00 27624 BtuhInfiltration Method Simplified Latent Cooling Equipment Load Sizing Construction quality Fireplaces Average 0 Structure 3298 Btuh Ducts 1495 Btuh Central vent (0 cfm) 0 Btuh Heatin Coolin none) 4794 BtuhArea (ft2 242 2424 Equipment latent load Volume (W) Air changes/hour 21176 21176 0.41 0.21 Equipment Total Load (Sen+Lat) 32418 Btuh Equiv. AVF (cfm) 145 74 Req. total capacity at 0.80 SHR 2.9 ton Heating Equipment Summary Cooling Equipment Summary Make Goodman Mfg. Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI... Trade GOODMAN; JANITROL; AMANA DISTI... Model GSZ140421 K Cond GSZ140421 K AHRI ref :8242633 Coil ASPT47D14A AHRI ref :8242633 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 30800 Btuh Heating output 38000 Btuh @ 47°F Latent cooling 7700 Btuh Temperature rise 27 OF Total cooling 38500 Btuh Actual air flow 1283 cfm Actual air flow 1283 cfm Air flow factor 0.048 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0.40 in H2O Static pressure 0.40 in H2O Space thermostat Load sensible heat ratio 0.85 Capacity balance point = 34 OF Backup: Input = 7 kW, Output = 24539 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4+ Wrll htsOf' 2018 -Jan -13 08: age 1 9 Right -Suite® Universal 2017 17.0.23 RSU23828 Pepe 1 X& ...ndCGRW\Lot95KensingionReserveSummerlandCGRW.rup Calc = MJ8 House faces: W wri htsoftRight-JO Worksheet Job: LotMensingtonReserveSu... 9 9 Date: 06.03.15 Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD. FL 32771 Phone: 407-831-2665 1 Room name Entire House GREAT RM 2 Exposed wail 273.0 it 53.0 fl 3 Room height 8.6 11 9.3 11 heal/cool 4 Room dimensions 1.0 x 576.8 it 5 Room area 2464.8 02 576.8 112 Ty Construction U -value Or HTM Area (112) Load Area (I11) Load number BtuWftZ°F) B1uhH12) or perimeter (h) Btuh) or perimeter (ft) Btuh) Heat Cool Gross WP/S Heat cool Gross N/P/S Heat cool 6 VL 12C-Osw 0.091 n 252 235 396 381 960 896 0 0 0 0 fa 2A-2Dm 0.540 n 14.96 15.94 15 0 228 243 0 0 0 0 Vy 13A-2ocs 0.201 n 5.57 4.37 378 362 2014 1581 303 287 1598 1255 I G 2A-2om 0.540 n 14.96 14.08 16 0 244 230 16 0 244 230 11 Vy 12C-Osw 0.091 a 252 235 236 216 543 507 0 0 0 0 2A-2om 0.540 a 14.96 39.23 5 0 78 204 0 0 0 0 I_C- G 2A-2om 0.540 a 14.96 39.23 15 0 228 598 0 0 0 0 Vy 13A-2ocs 0.201 a 5.57 4.37 275 179 998 784 154 106 590 463 I -G 2A-2omd 0.620 a 17.17 16.08 96 96 1649 1544 48 48 824 772 y/ 12C-Osw 0.091 s 252 235 396 366 921 860 0 0 0 0 I -j 2A-2om 0.540 s 14.96 16.18 31 25 456 494 0 0 0 0 Vy 13A-2ocs 0.201 s 5.57 4.37 341 324 1806 1418 0 0 0 0 I -G 2A-2om 0.540 s 14.96 15.65 16 0 244 256 0 0 0 0 Vy 12C-Osw 0.091 w 252 235 236 194 488 455 0 0 0 0 2A-2om 0.540 w 14.96 39.23 12 0 179 471 0 0 0 0 2A-2Dm 0.540 w 14.96 39.23 31 0 456 1196 0 0 0 0 Vy 13A-2ocs 0.201 w 5.57 4.37 79 59 330 259 37 17 96 75 I_D 11,10 0.600 w 16.62 18.51 2D 20 334 372 20 20 334 372 R 12B -Os w 0.097 269 1.75 289 271 729 475 121 103 278 181 L- D 11D0 0.390 n 10.80 1203 18 18 193 215 18 18 193 215 c 16B-38ad 0.026 0.72 1.41 1384 1384 997 1955 6 6 4 8 F 20P -11c 0.078 216 1.12 291 291 629 326 0 0 0 0 F 22Acpl 0.989 27.40 0.00 1093 115 3150 0 577 53 1452 0 61 c) AED excursion 1 0 1 181 Envelope loss/gain 17856 15339 5614 3391 12 a) Infiltration 4392 1421 930 301 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 5 1150 4 920 Appliances/olher 2400 0 Subtotal pines 6 to 13) 22248 20310 6544 4612 Less external load 0 0 0 0 Less transfer 0 0 0 0 0 0 14 Redistribution Subtotal 0 22248 0 20310 654 4 4612 15 DW loads 2D'/o 36% 4472 7314 22%1 36% 1472 1643 Total room bad 26720 27624 8015T385, 6256 Air required (cim) 1283 1283 291 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrff hltsotFC 2018 -Jan -13 08:37:31 9 Right -Suite® Universal 2017 17.0.23 RSU23828 Page 1 ndCGRW%Lot95KensingionReserveSummeriandCGRW.rup Calc - MJ8 House faces: W wri htsoft* Right -JO Worksheet Job: Lo1951(ensington ReserveSu... 9 9 Date: 06.03.15 Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING ao1 (IMMrn W" SaNFORn_ FL 32771 Phone: 407-631.2665 1 Room name NOOK/KITCHEN STUDY 2 Exposed wall 38.0 ft 9.3 ft heal/cod 11.5 11 9.3 it heallcool 3 4 Room height Room dimensions 13.0 x 25.0 fl 1.0 x 155.0 ft 5 Room area 325,0 fl2 155.0 it= Ty Construction U -value Or HTM Area (111 Load Area P12) Load I number Btuh/ftZoF) Bt W) or perimeter (ft) Btuh) or perimeter (ft) BI h) Heat Cool Gross N/P/S Heat Cod Gross NIP/S Heat Cool 6 W 12C-0sw 0.091 n 252 235 0 0 0 0 0 0 0 0 0 0 Lei 2A-2om 0.540 n 14.96 15.94 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy 13A-2ocs 0.201 n 5.57 4.37 0 0 0 0 0 11 L-` Vjr 2A -2D n 12C-0sw 0.540 0.091 n a 14.96 252 14.08 235 0 0 0 0 0 0 0 0 0 0 0 2A-2om 0.540 a 14.96 39.23 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0L( Vy 2A-2om 13A-2ocs 0.540 0.201 a a 14.96 5.57 39.23 4.37 0 121 73 408 321 0 0 0 0 Iii 2A-2omd 0.620 a 17.17 16.08 48 48 824 772 0 0 0 0 0 VLG 12C-0sw 0.091 s 252 235 0 0 0 0 0 0 0 0 0 Vy 2A-2om 13A-2ocs 0.540 0.201 s s 14.96 5.57 16.18 4.37 0 233 0 233 0 1299 0 1020 0 107 0 91 507 398 L- G 2A•2Dm 0.540 s 14.96 15.65 0 0 0 0 16 0 244 256 y/ 12C-0sw 0.091 w 252 235 0 0 0 0 0 0 0 0 0 0 2A-2Dm 0.590 w 14.96 39.23 0 0 0 0 0 0 t--( f' 2A-2Dm 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0 0 0 0 0 y/ LO 13A-2ocs 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0 0 11,10 0.600 w 16.62 18.51 0 0 0 q 12B-0sw 0.097 269 1.75 0 0 0 0 168 168 451 294 0 D 11 D0 0.390 n 10.80 1203 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B•38ad 0.026 0.72 1.41 0 0 0 0 0 F F 20P -11c 22Acpl 0.078 0.989 216 27.40 1.12 0.00 0 325 0 38 0 1041 0 155 12 315 0 6 c) AED excursion 133 1 6 Envelope loss/gain 3573 1979 1517 953 12 a) Irdihrcdion 666 216 202 65 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 0Appliances/other 1200 Subtotal Pines 6 to 13) 4239 3395 1719 1019 Less external load 0 0 0 0 0 Less transfer 0 0 0 0 0 0 0 14 Redistribution Subtotal 4239 3395 1719 1019 15 Duct loads 10% 10% 424 339 10% 100/6 172 102 1 Total room bad 46631 3734 1 1891191 1121 52 Air required (cfm) 1 224 173 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri h trw0ft' 2018 -Jan -13 08. age 2 C. 9 Right•Sutte99 Universal 2017 17.0.23 RSU23828 Page 2 ndCGRW%Lo195KensingionReserveSummertandCGRW.rup Calc - MJ8 House faces: W wri htsofr Ri ht -M Worksheet Job: Lot95KensingtonReserveSu... 9 9 Date: 06.03.15 Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD. FL 32771 Phone: 407-831.2665 1 Room name POWDER MASTER SUITE 2 3 Exposed wall Room height 125 if 9.3 if heal/cool 30.0 It 8.0 if heal/cool 4 Room dimensions 4.5 x 8.0 h 16.5 x 13.5 It 5 Room area 36.0 1122228 H= Ty Construction U -value Or HTM Area (It) Load Area (ft2) Load number B1uWttZ•F) BtuW112) or perimeter (h) Btuh) or perimeter (H) Btuh) Heat Cool Gross I WP/S Heal Cool Gross WP/S Heat Cool 6 VY 12C-Osw 0.091 n 252 235 0 0 0 0 108 93 234 218 t -C 2A-2om 0.540 n 14.96 15.94 0 0 0 0 15 0 228 243 Vy 13A•2ocs 0.201 n 5.57 4.37 75 75 416 326 0 0 0 0 L-' 2A•2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 11 Vy 12C-Osw 0.091 a 252 235 0 0 0 0 132 117 294 275 IL-G 2A-2om 0.540 a 14.96 39.23 0 0 0 0 0 0 0 0 2A-2om 0.540 a 14.96 39.23 0 0 0 0 15 0 228 598 13A-2ocs 0.201 a 5.57 4.37 0 0 0 0 0 0 0 0 t -G 2A-2Dmd 0.620 a 17.17 16.08 0 0 0 0 0 0 0 0 0 0 0 0 0Vy12C-Osw 0.091 s 252 235 0 0 0 G, 2A-2om 0.540 s 14.96 16.18 0 0 0 0 0 0 0 0 0 Vy 13A-20cs 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0 0L --G 2A-2om 0.540 s 14.96 15.65 0 0 0 0 0 0 Vy 12C-Osw 0.091 w 252 235 0 0 0 0 0 0 0 0 0 02A-2Dm 0.540 w 14.96 39.23 0 0 0 0 0 0 2A-2om 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0 0 0 0 0V1113A-2ocs 0.201 w 5.57 4.37 42 42 234 184 0 0 0L ---D 11,10 0.600 w 16.62 18.51 0 0 0 0 0 q 12B -Os w 0.097 269 1.75 0 0 0 0 0 0 0 0 0 0 0L--0 C 11DO 16B•3Bad 0.390 0.026 n 10.80 0.72 1203 1.41 0 7 0 7 0 5 0 10 0 223 223 160 315 F 20P -11c 0.078 216 1.12 0 0 0 0 0 0 0 0 0 0F22A-cpl 0.989 27.40 0.00 36 13 342 0 0 0 6 c) AED excursion 22 1 1 . 99 Envelope loss/gain 997 497 1145 1550 12 a) Infiltration 219 71 451 146 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 600 Subtotal pines 6 to 13) 1216 568 1 1596 2526 Less external load 0 0 0 0 Less transfer 0 0 0 0 0 0 0 14 Redistribution Subtotal 0 1216 568 1596 2525 15 Duct loads 22% 360/6 273 202 25% 47% 399 1185 Taal room bad 1490771 1994 3710 Air required (cfm) 72 36 96 172 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. chtS431ft' 2018 Jan 13 08:37:31 wri A 9 Right -Suite® Universal 2017 17.0.23 RSU23828 Pape 3 ndCGRW%Lot95KensingionReserveSummerlandCGRW.rup Calc - MJ8 House faces: W wrightsof * Right -JO Worksheet Job: 1.0951(ensingtonReserveSu... Entire House Date: 06.03.15 By: BENTLEY DEL AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 327CONDITIONING 1 ND40 o N6NG 1 Room name MASTER WIC MASTER BATH 2 Exposed wall 5.0 It 10.5 ti 3 Room height 8.0 it heal/cool 8.0 it heal/cool 4 Room dmensions 5.0 x 5.5 It 1.0 x 1028 it 5 Room area 27.5 f12 1028 1`12 Ty Construction U -value Or HTM Area P12) Load Area (112) Load number BtuNfl2-°F) 31 112) or perimeter (ft) Btuh) or perimeter (fl) Btuh) Heat Cool Gross WP/S Heat cool Gross WP/S Heat Cool 6 W 12C-0sw 0.091 n 252 235 0 0 0 0 0 0 0 0 G. 2A-2wn 0.540 n 14.96 15.94 0 0 0 0 0 0 0 0 Vy 13A-2ocs 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0 L_.-^ 2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 11 1Qr 12C-Osw 0.091 a 252 235 40 40 101 94 36 31 78 72 2A-2om 0.540 a 14.96 39.23 0 0 0 0 5 0 78 204 L^ 2A•2om 0.540 a 14.96 39.23 0 0 0 0 0 0 0 0 Vy 13A-2ocs 0.201 a 5.57 4.37 0 0 0 0 0 0 0 0 I -G 2A-2omd 0.620 a 17.17 16.08 0 0 0 0 0 0 0 0 VLG 12C-Osw 0.091 s 252 235 0 0 0 0 48 48 121 113 2A-2om 0.540 s 14.96 16.18 0 0 0 0 0 0 0 0 Vy 13A•2ocs 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0 6 2A•2om 0.540 s 14.96 15.65 0 0 0 0 0 0 0 0 Vy 12C-Osw 0.091 w 252 235 0 0 0 0 0 0 0 0 2A•2orn 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0 II- G 2A•2orn 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0 Vy 13A•2ocs 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0 L -D 11,10 0.600 w 16.62 18.51 0 0 0 0 0 0 0 0 q 12B-Osw 0.097 269 1.75 0 0 0 0 0 0 0 0 I --D 11D0 0.390 n 10.80 1203 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 28 28 20 39 103 103 74 145 F 20P -11c 0.078 216 1.12 0 0 0 0 0 0 0 0 F 22Acpl 0.989 27.40 O.OD 0 0 0 0 0 0 0 0 6 c) AED excursion 6 2 Envelope loss/gain 121 127 350 532 12 a) InfiBration 75 24 158 51 b) Room ventitafion 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal pines 6 to 13) 1 196 151 1508 583 Less extemal load 0 0 0 0 Less Iranster 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 196 151 508 583 15 Dud loads 259/6 47% 49 711 259/6 47% 127 274 Total room bad 245 222 635 857 Air required (cfm) 12 10 31 40 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. writ htsotFC 2018 -Jan -13 08:37:31 9 Right -Suite® Universal 2017 17.0.23 RSU23828 Page 4 ndCGR1MLol95KensingionReserveSummerlandCGRW.rup Calc - MJ8 House faces: W wrightsoft' Right -M Worksheet Job: 1.0951(ensingtonReserveSu... Entire House Date: 06.03.15 By: BENTLEY DEL AIR HEATING & AIR NG 531 CODISCO WAY, SANFORD, FL 32771 hone: 1 Room name MASTER W.C. BED 2 2 Exposed wall 9.0 K 10.5 ft 3 Room height 8.0 If heaUcool 8.0 it heat/cod 4 Room dimensions 3.5 x 5.5 ft 13.0 x 10.5 ft 5 Room area 19.3 ft= 136.5 t112 Ty Construction U -value Or HTM Area (fl2) Load Area (02) Load number Btuh/ftZ•F) Bt 112) or perimeter (ft) BI h) or perimeter (H) Btuh) Heat Cod Gross WP/S Heat Cool Gross WP/S Heat Cool 6 W 12C-0sw 0.091 n 252 235 0 0 0 0 0 0 0 0 C 2A-2om 0.540 n 14.96 15.94 0 0 0 0 0 0 0 0 Vy 13A-2ocs 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0 L-' 2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 11 12C-0sw 0.091 a 252 235 28 28 71 66 0 0 0 0 2A-2om 0.540 a 14.96 39.23 0 0 0 0 0 0 0 0 2A-2om 0.540 a 14.96 39.23 0 0 0 0 0 0 0 0 Vy 13A-2ocs 0.201 a 5.57 4.37 0 0 0 0 0 0 0 0 1--G 2A-2Dmd 0.620 a 17.17 16.08 0 0 0 0 0 0 0 0 Vy 12C-0sw 0.091 s 252 235 44 44 111 104 84 69 173 162 G 2A-2om 0.540 s 14.96 16.18 0 0 0 0 15 13 228 247 13A-2ocs 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0t --r. 2A-2om 0.540 s 14.96 15.65 0 0 0 0 0 0 0 0 yl 12C-0sw 0.091 w 252 235 0 0 0 0 0 0 0 0 2A-2om 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0 II- 3- G 2A-2om 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0 V1/ 13A-2ocs 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0 L -D 11,10 0.600 w 16.62 18.51 0 0 0 0 0 0 0 0 q 12B-0sw 0.097 269 1.75 0 0 0 0 0 0 0 0 L- 11D0 0.390 n 10.80 1203 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 19 19 14 27 137 137 98 193 F 20P -11c 0.078 216 1.12 0 0 0 0 0 0 0 0 F 22Acpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 9 18 Envelope loss/gain 195 187 500 583 12 a) Infiltration 135 44 158 51 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal Pines 6 to 13) 331 231 658 634 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 331 231 658 634 15 Duct bads 1 25% 4796 83 106 2596 47% 164 298 Total room load I 413 340 822 932 Air required (cfm) I I 20 16 39 43 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri hltsotFC 2018 -Jan -13 08:37:31 9 Right -Suite® Universal 2017 17.0.23 ASU23828 Page 5 ndCGRMLot95KensingionReserveSummerlandCGRW.rup Calc . MJ8 House faces: W wrightsoft• Right -JO Worksheet Job: Lot95KensingtonReserveSu... 03.15 Entire House Date: BENTLEYBy: BBENTLEY DEL AIR HEATING & AIR 531 COD ISCO WAY, SAN FORD, FL 327CONDITIONING 1 Room name BED 3 BED 4 2 Exposed wall 10.5 11 27.5 it 3 Room height 8.0 it heal/cool 8.0 11 heWcool 4 Room ons 13.0 x 10.6 It 10.5 x 17.0 it 5 Room area 737.6 fie 178.5 fl= Ty construction U -value Or HTM Area (its) Load Area.(n Load number Btub/ti-F) Bt 112) or perimeter (it) BI h) or pemeter (h) Btuh) Heat Cool Gross N/P/S Heal Cool Gross N/P/S Heat Cool 6 VY 12C-Osw 0.091 n 2.52 2.35 0 0 0 0 0 0 0 0 L -G 2A-2om 0.540 n 14.96 15.94 0 0 0 0 0 0 0 0 Vy 13A-2Dcs 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0 I --G 2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 11 Vy 12C-Osw 0.091 a 2.52 2.35 0 0 0 0 0 0 0 0 2A-2om 0.540 a 14.96 39.23 0 0 0 0 0 0 0 0 L-- G 2A-2om 0.540 a 14.96 39.23 0 0 0 0 0 0 0 0 13A-2ocs 0.201 a 5.57 4.37 0 0 0 0 0 0 0 0 2A-2omd 0.620 a 17.17 16.08 0 0 0 0 0 0 0 0 1y 12C-Osw 0.091 s 2.52 2.35 84 69 173 162 136 136 343 320 ILi 2A-2Dm 0.540 5 14.96 16.18 15 13 228 247 0 0 0 0 Vy 13A-2ocs 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0 L --G 2A-2om 0.540 s 14.96 15.65 0 0 0 0 0 0 0 0 V)/ 12C-0sw 0.091 w 2.52 2.35 0 0 0 0 84 69 173 162 GG 2A-2orn 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0 t{_ 2A-2om 0.540 w 14.96 39.23 0 0 0 0 15 0 228 598 Vy 13A-2ocs 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0 L-- D 11,10 0.600 w 16.62 18.51 0 0 0 0 0 0 0 0 12B-Osw 0.097 2.69 1.75 0 0 0 0 0 0 0 0 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 137 137 98 193 179 179 129 252 F 20P-ttc 0.078 2.16 1.12 0 0 0 0 137 137 295 153 F 22A-cpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 18 187 Envelope loss/gain 500 583 1168 1672 12 a) Infi7iralion 158 51 413 134 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal pines 6 to 13) 658 634 1581 1805 Len extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 658 634 1581 1805 15 Duct bads 1 251/9 1 470/0 164 2981 251/6 47% 395 847 Total room bad I 1 8221 932 1976 2652 Air required (cim) 39 43 1 95 123 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrilghtsoft- Right•SuiteO Universal 2017 17.0.23 RSU23828 2018 -Jan -13 08.37:31 Page 8 ndCGRVALot95KensingionReserveSummedandCGRW.rup Calc - MJ8 House faces: W wrightsofr Right -JO Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING s%j cnnrcco WAY SANFORD. FL 32771 Phone- 407-831-2665 Job: LotMensingtonReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name MASTER WIC 2 BATH 2 Exposed wall 7.0 fl 8.0 h heaUcool 0 fl 8.0 fl heal/cool 3 4 Room height Room dimensions 5.5 x 7.0 ft 5.5 x 10.5 ft 5 Room area 38.5 fl= 57.8 11= Ty I Construction number U•value Btuh/f 7-.F) Or HTM BtuNft2) Area (11 or perimeter (ft) Load Btuh) Area P12) or perimeter (H) Load 0311 h) Heat Cool Gross WP/S Heal Cool Gross NIP/ S Heat I Cool 6W 12C-0sw 0.091 n 252 235 56 56 141 132 0 0 0 0 0 0 L G 2A-2om 0.540 n 14.96 15.94 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VLG 13A-2ocs 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0 11 yl 2A-2om 12C-0sw 0.540 0.091 n a 14.96 252 14.08 235 0 0 0 0 0 0 0 0 L- G 2A•2om 0.540 a 14.96 39.23 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy 2A-2om 13A-2ocs 0.540 0.201 a a 14.96 5.57 39.23 4.37 0 0 0 0 0 0 0 0 0 0 0 L 2A-2omd 0.620 a 17.17 16.08 0 0 0 0 0 0 0 0 0 0 0 0 Vy 12C-0sw 0.091 s 252 235 0 0 0 0 0 0 0 0 G Vy 2A-2om 13A•2ocs 0.540 0.201 s s 14.96 5.57 16.18 4.37 0 0 0 0 0 0 0 0 0 0 0 0 L-' 2A-2om 0.540 s 14.96 15.65 0 0 0 0 0 0 0 0 0 Vy 12C-0sw 0.091 w 252 235 0 0 0 0 0 0 0 0 0 0 0 2A-2om 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0L-. {( 2A-2om 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0 0 0 0 W 13A•2Dcs 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0 L --D 11,10 0.600 w 16.62 18.51 0 0 0 0 0 q 12B-0sw 0.097 269 1.75 0 0 0 0 0 0 0 0 0 L -D C 11DO 16B-38ad 0.390 0.026 n 10.80 0.72 1203 1.41 0 39 0 39 0 28 54 58 58 42 82 F 2DP-11c 0.078 216 1.12 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 F 22A-cpl 0.989 27.40 0.00 0 6 c) AED excursion 1 1 .3 Envelope loss/gain 169 178 42 79 12 a) Infiltration 105 34 0 0 0 0 b) Room ventilation 0 0 13 Infernal gains: Occupants @ 230 0 0 0 0 0Appliances/other 0 Subtotal pines 6 to 13) 274 212 42 79 Less external load 0 0 0 0 0 0 Less transfer 0 0 0 0 0 0 Redistribution 274 212 42 79 14 15 Subtotal Duct bads 250/6 47% 68 99 256/6 47% 10 37 Total room bad 343 311 52 2 115 5 Air required (cfm) 16 14 1 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. htsofC g 2018 -Jan -13 08:37:31 wr RI hl -Suite® Universal 2017 17.0.23 RSU23828 Page 7 ndCGRW\Lot95KensinglonReserveSummerlandCGRW.rup Calc . MJ8 House faces W wri htsoft, Right -j@ Worksheet Job: Lot95KensingtonReserveSu... 9 9 Date: 06.03.15 Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING eni531nscn Wnv SAWFORD. FL 32771 Phone: 407-831-2665 1 Room name LAUNDRY LOFT 2 Exposed wall 0 ft 8.0 It heat/cool 48.0 ft 8.0 it heal/cool 3 Room height 7.5 x 9.5 If x 379.8 ft 4 Room dimensions 71.3 ft2 379.8 „ 21. 0 5 Room area Ty Constriction U -value Or HTM Area P12) or (ft) Load BI h) Area P12) or perimeter (H) Load Btuh) number BtuWftZ•F) perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat I Cod 6 W 12C-Osw 0.091 n 2.52 235 0 0 0 0 232 0 232 0 585 0 546 0 L --C 2A-2Dm 0.540 0.201 n n 14.96 5.57 15.94 4.37 0 0 0 0 0 0 0 0 0 0 0 0 Vy G 13A-2ocs 2A-2om 0.540 n 14.96 14;08 0 0 0 0 0 0 0 0 11 vy 12C•Osw 0.091 a 2.52 235 0 0 0 0 0 0 0 0 0 0 0 2A-2om 0.540 a 14.96 39.23 0 0 0 0 0 0 0 0 0 0 0 0 L= Vy 2A-2Dm 13A-2ocs 0.540 0.201 a a 14.96 5.57 39.23 4.37 0 0 0 0 0 0 0 0 0 ILi 2A-2Dmd 0.620 a 17.17 16.08 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy 12C-Osw 0.091 s 2.52 2.35 0 0 0 0 0 0 0 0 0 G Vy 2A.2Dm 13A-2ocs 0.540 0.201 s s 14.96 5.57 16.18 4.37 0 0 0 0 0 0 0 0 0 0 L ---G 2A•2om 0.540 s 14.96 15.65 0 0 0 0 0 0 0 152 0 125 0 314 0 293 yf 12C-Osw 0.091 w 2.52 2.35 0 0 0 0 12 0 179 471 F --( 2A-2om 0.540 w 14.96 39.23 0 0 0 0 0 15 0 228 598 Vy 2A -20m 13A-2ocs 0.540 0.201 w w 14.96 5.57 39.23 4.37 0 0 0 0 0 0 0 0 0 D 11,10 0.600 w 16.62 18.51 0 0 0 0 0 0 0 0 0 t 12B-Osw 0.097 2.69 1.75 0 0 0 0 0 0 0 0 0 0 0 D C 11DO 16B-38ad 0.390 0.026 n 10.80 0.72 1203 1.41 0 71 0 71 0 51 0 101 380 380 273 537 F 20P -11c 0.078 2.16 1.12 0 0 0 0 155 155 334 173 0 F 22Acpl 0.989 27.40 0.00 0 0 0 0 0 0 0 61 c) AED excursion 261 1 335 Envelope loss/gain 51 74 1914 2953 12 a) Infiltration 0 0 722 0 234 0 b) Room ventilation 0 0 13 Irfemal gains: Occupants @ 230 0 0 0 00 Applianceslother 600 Subtotal Pines 6 to 13) 51 674 2636 3186 Less external load 0 0 0 0 0 0 Less transfer 0 0 0 0 0 0 Redistribution 51 6741 2636 3186 14 15 Subtotal Duct bads 251/9 470/6 13 3161 250/6 470/6 658 1495 Total room bad 64 3 990 46 3294 158 4681 217 Air required (cfm) Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft' 2018 -Jan -13 08.37.31 9 Right -Suite® Universal 2017 17 0.23 RSU23828 Pape 8 ndCGRW\Lot95KensingionReserveSummedandCGRW.rup Cale . MJ8 House faces: W Job: LoMKensingtonResem.. wrightsoftDuctSystemSummaryDate: 06.03.15 Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831.2665 For: RYAN HOMES 390 CRAWLEY DOWN LOOP, SANFORD, FL32773 Heating Cooling External static pressure 0.40 in H2O 0.40 in H2O Pressure losses 0.06 in H2O 0.06 in H2O Available static pressure 0.34 in H2O 0.34 in H2O Supply / return available pressure 0.170 / 0.170 in H2O 0.170 / 0.170 in H2O Lowest friction rate 0.275 in/10011 0.275 in/100ft Actual air flow 1283 cfm 1283 cfm Total effective length (TEL) 124 ft Name Design 13tuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mall Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BATH c 115 2 5 0.461 4.0 Ox 0 VIFx 3.8 70.0 BED 2 c 932 39 43 0.328 6.0 Ox 0 VIFx 18.8 85.0 st2 BED 3 c 932 39 43 0.414 6.0 Ox 0 VIFx 12.1 70.0 BED 4 c 2652 95 123 0.380 6.0 Ox 0 VIFx 19.5 70.0 GREAT RM h 4008 192 145 0.285 8.0 Ox 0 VIFx 29.4 90.0 stl GREAT RM -A h 4008 192 145 0.296 8.0 Ox 0 VIFx 24.7 90.0 stl LAUNDRY c 990 3 46 0.447 4.0 Ox 0 VIFx 6.0 70.0 LOFT c 4681 158 217 0.414 8.0 Ox 0 VIFx 12.2 70.0 MASTER BATH c 857 31 40 0.312 5.0 Ox 0 VIFx VIFx 23.9 21.6 85.0 85.0 st2 st2 MASTER SUITE c 3710 96 20 172 16 0.319 0.296 8.0 4.0 Ox 0 Ox 0 VIFx 29.7 85.0 st2 MASTER W.C. MASTER WIC h 413 h 245 12 10 0.309 4.0 Ox 0 VIFx 25.0 85.0 st2 MASTER WIC 2 h 343 16 14 0.306 4.0 Ox 0 VIFx 26.1 85.0 st2 NOOK/KITCHEN h 4663 224 173 0.275 9.0 Ox 0 VIFx 33.8 90.0 90.0 stl stl POWDER h 1490 72 36 0.288 5.0 Ox 0 VIFx 28.0 90.0 stl STUDY h 1891 91 52 0.279 6.0 Ox 0 VIFx 32.0 2018 -Jan -13 09:3C3L C wrightsoft Right -Suite® Universal 2017 17.0.23 RSU23828 Page 1 ndCGRW\Lo195KensingtonReserveSummedandCGRW.rup Calc a MJ8 House laces: W Trunk Type Htg cfm) Clg cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk Name SO St2 Peak AVF Peak AVF 771 214 552 296 0.275 0.296 552 543 16.0 10.0 0 x 0 0 x 0 VinlFlx VinlFlx 2018 -Jan -13 09:3C3L C wrightsoft Right -Suite® Universal 2017 17.0.23 RSU23828 Page 1 ndCGRW\Lo195KensingtonReserveSummedandCGRW.rup Calc a MJ8 House laces: W Return Branch Detail Table Name Grille Size (in) Htg cfm) Cig cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matt Trunk rbi Ox 0 1283 1283 0 0 0 0 Ox 0 VIFx 2018 -Jan -13 08:37 32 AtLwrightsoft Rlghi-Sulte® Universal 2017 17.0.23 RSU23828 Page 2 ndCGRW\Lot95KensingionReserveSummerlandCGRW.rup Cale - MJ8 House faces: W FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst-case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). Energy Performance Level (EPL) Display Card (one page) HVAC system sizing and selection based on RCCA Manual S or per exceptions provided in Section R403.7 Mandatory Requirements (five pages) Required prior to CO for the Performance Method. Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report (usually one page) If Form R405 duct leakage type indicates anything other than default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® - USRCSB v6.0 1/13/2018 8:56:00 AM Page 1 of 1 to3Ahd 3' bath duct X a X 1 R. o I g m to roof cap naml: P x npN jym I I w/fan I I I 1 Nutone 96RNB 3 7 Ca lei m I pnmn1 n I tI II I I 0 1 I j — I I L I I 1 I O x II I I I I N 1 I N I g, FIC a -4 m n I x 1 9n, zE,tit. 1 n I n I f-} I to3Ahd 0 Cg7p y 1 o X a X 1 R. o I g m m OC3 I I I naml: jym I I I I I I I I x A o my I I I I 1 p I a o mn I y bQ g d C4 2 Z NIW a e avis 3/Id 2vx2v 1st BUILDER: RYAN HLIME5 MtV1Zfl NZ 1 Pel Air PLAN S U M M E R L A N D DATE By Heating, Air Conditioning & Vefrigeration,lnc, LOT 95 01.13,18 SRP 531 CodiscoWau SUBDIVISION KENSINCTON RESERVE Sanford F1, 32771 DATE: 0 6, 0 3 ,15 Phone: 407-851-2665 DRAWN BY: BENTLEY Fax: 407-555-5855 3' bath duct 18'x12' I I I to roof cap 4' dryer duct I I I I I I I I I 1 1 I m m I pnmn1 n I u- a I 1 I 1 q X j — I I 4 cd m 8x 9 t n INx77Ilppee c a. 1 1 !a I utm I N I g, m1n I n I o I cn 1 BUILDER: RYAN HLIME5 MtV1Zfl NZ 1 Pel Air PLAN S U M M E R L A N D DATE By Heating, Air Conditioning & Vefrigeration,lnc, LOT 95 01.13,18 SRP 531 CodiscoWau SUBDIVISION KENSINCTON RESERVE Sanford F1, 32771 DATE: 0 6, 0 3 ,15 Phone: 407-851-2665 DRAWN BY: BENTLEY Fax: 407-555-5855 3' bath duct to roof cap 4' dryer duct toto roof dryer ent boxXen Nut ne 696RNB I n u- a I q X j — I 4 cd m 8x 9 t n VI 91 a. 1 !a I utm I Pg, m1n I n o I cn I x Z* t+ w m o a Cao • n a 1 0 p o Q o oQ - s 3 CL o° m o eQ+ n Q I 4- 0n g Qc fin}. I w x ac Z I I g 15 (z BUILDER: RYAN HLIME5 MtV1Zfl NZ 1 Pel Air PLAN S U M M E R L A N D DATE By Heating, Air Conditioning & Vefrigeration,lnc, LOT 95 01.13,18 SRP 531 CodiscoWau SUBDIVISION KENSINCTON RESERVE Sanford F1, 32771 DATE: 0 6, 0 3 ,15 Phone: 407-851-2665 DRAWN BY: BENTLEY Fax: 407-555-5855 t MA1, ' 11a0'L T s ),4L-78 a t2le s d"G.Afzi`/?W ie, tivTr-.- RECORD COPY 1 w L ~ M si+ Advonia,Plumbing wo. vV71- in 18-1578 gu coti 01 o -4AlpoRo A' 9RTTAE DESCRIPTION AS FURNISHED: Lot 95, KENSINGTON RESERVE,• as recorded in Plat Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. $P 18 - %S%g PLOT PLAN FOR / CERTIFIED TO: Ryan Homes/NVR Inc. ZONING DATE LOT 30 PALM HAMMOCK ALLOTMENT PLAT BOOK 1, PAGES 104-105 Ok to construct single family home NOT INCLUDED with setbacks and impervious area shown on plan. 50. 8 % n -,p N 00019'09" W 40.00' Svmme rlana- G , C 23,17' 33.17' LOT 95 26.0' CFjEXPENDED LANAI c 5.00' --j in' F-- 5.00' LOT 96 CRUSEXHE'YER-SCOTT & ASSOC., INC• - LAND SURVE'YORS - LCGCND - LCGCID - LOT 94 W P . PLAT PaL . PONT ON UNE r rift" TYP. • TYPICAL o PROPOSED MODEL IP. IRDN PWC PAt • POINT OF REVERSE CURVATURE IRON ROD POINT OF COmWND WRVATUR[ 1. THE UNDERSIGNED DOA HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS Of PRACTICE SET FORTH BY THE FLORIDA 8040 Or RAILCRAL RADIAL PROTE551DHN. SUAVEYDRS AND MAPPERS IN CHAPTER W-17 FLORIDA ADMINISTRATIVE COOL PURSUANT TO SECTION 472.027, FLORIOA STATUCS g SUMMERLAND-C 2 UNLESS EMBOSSED WTIN SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL THUS SURVEY NAP OR COP ARE NOT VAUD. RCC. RCCDVERED VP. VITHESS POINT P.OB. • POINT CO' BEGINNING CALL • CALCULATED 2 CAR GARAGE RIGHT ac. . POINT Or CIDINEP CKENI PAX • PERMANENT REICRCNCE HONUNCNT 4. NO UNDERGROUND IMPROVEMENTS NAVE BEEN LOCATED UNLESS 07HERWISE SHOWN. - NAILCe" TERLINEDIS ff. - BUILDING SETOFF ELEVATION HL" • NAIL L DISK DSL BUILDING SfTMCK LING g, THIS SURVTY IS PREPARED FOR THE SOLE SCNETT Of THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. • R/V •RIGHT-Or-VAY IIA• D[NCINMRK 0. OWEISIOPIS SHOWN FOR THE LOGRGN Of MPROVEMEMS MERCON SHOULD NOT BE USED TO RECONSTRUCT BOUN04Y LINA, O 4-3 DRAIN. DRAINAGE Is UT0.. . • UTILICHAIN UNIXTY rCNLYCLIC. P. CERTIFICATE OF AUTHORIZATION No. 4500. v"sc. - vmD rcNxc C/B CON"CTC BLOCK SCALE . 1- - 20'-4. DRAWN BY: ••• P.C. POINTDr CURVATURC P.T. • POINT OFTANGENCY DESc. DESCRIPT am DATE ORDER No. CERTFlED BY: _ OO D•DELTA G • C"ORD CL • CHDRD REARING NORTH ENTRY 5.00' 8.7' 5.00' f WALK DRIVE 10' UTILITY ESMT. 0- - - - - - - -- P.C. OF 4.44' N 00°19'09" W 4' CONC WALK LOT 96 B CRAWLEY DOWN LOOP --------- 50' WIDE PRIVATE R/W) PROPOSED - FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY ' NT In 25 I t'A AZI UKF41,)MCV PER DRAINAGE PLANS FR PLOT PLAN AREA CALCULATIONS REAR 20' PROPOSED DRAINAGE FLOW GN O IMPERVIOUS COVERAGE - 2,335.* SQUARE FEET OR 50.8X SIDE 5' FOR 40' LOTS LOT GRADING TYPE a oQOy LOT CONTAINS 4,6001 SQUARE FEET SIDE 7.5' FOR 60' LOTS PROPOSED nNISH FLOOR PER PLANS - 31.6' QQ LIVING AREA CONTAINS 1,548.* SQUARE FEET SIDE - 10' FOR 75' LOTS CONC/LANAI/PORCH CONTAINS 7871 SQUARE FEET SIDE STREET - 25' CRUSEXHE'YER-SCOTT & ASSOC., INC• - LAND SURVE'YORS - LCGCND - LCGCID - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436P . PLAT PaL . PONT ON UNE r rift" TYP. • TYPICAL NOTES: IP. IRDN PWC PAt • POINT OF REVERSE CURVATURE IRON ROD POINT OF COmWND WRVATUR[ 1. THE UNDERSIGNED DOA HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS Of PRACTICE SET FORTH BY THE FLORIDA 8040 Or RAILCRAL RADIAL PROTE551DHN. SUAVEYDRS AND MAPPERS IN CHAPTER W-17 FLORIDA ADMINISTRATIVE COOL PURSUANT TO SECTION 472.027, FLORIOA STATUCS SET LR. • 1/2' IR ./OLD 4598 NR • NDN -RADIALSEI/ ,JA OLD 45T 2 UNLESS EMBOSSED WTIN SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL THUS SURVEY NAP OR COP ARE NOT VAUD. RCC. RCCDVERED VP. VITHESS POINT 3. THIS SURVEY WAS PREPARED FROM TRtE INFORAN110N FURNISHED TO THE SURVEYOR THERE MAY BE OTHER RESTRICTIONS P.OB. • POINT CO' BEGINNING CALL • CALCULATED OR CASEMENTS TNT AFFECT THIS PROPERTY. ac. . POINT Or CIDINEP CKENI PAX • PERMANENT REICRCNCE HONUNCNT 4. NO UNDERGROUND IMPROVEMENTS NAVE BEEN LOCATED UNLESS 07HERWISE SHOWN. - NAILCe" TERLINEDIS ff. - BUILDING SETOFF ELEVATION HL" • NAIL L DISK DSL BUILDING SfTMCK LING g, THIS SURVTY IS PREPARED FOR THE SOLE SCNETT Of THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. • R/V •RIGHT-Or-VAY IIA• D[NCINMRK 0. OWEISIOPIS SHOWN FOR THE LOGRGN Of MPROVEMEMS MERCON SHOULD NOT BE USED TO RECONSTRUCT BOUN04Y LINA, CSNT. • CASCHNNT LL • DASE DCARING 7. BEARINGS, ARE BASED ASSUMED DATUM AND ON THE UNE SHOWN AS BASE BEARING (MIL) DRAIN. DRAINAGE a ELEVATIONS, 6 SHOWN, ARE BASED ON NATIONTICALGEODEVERTICAL DATUM OF 1020. UNLESS OTHERWISE NOTED UT0.. . • UTILICHAIN UNIXTY rCNLYCLIC. P. CERTIFICATE OF AUTHORIZATION No. 4500. v"sc. - vmD rcNxc C/B CON"CTC BLOCK SCALE . 1- - 20'-4. DRAWN BY: ••• P.C. POINTDr CURVATURC P.T. • POINT OFTANGENCY DESc. DESCRIPT am DATE ORDER No. CERTFlED BY: _ MRRCC LMTH PLOT PLAN 12-22-17 5850-17 D•DELTA G • C"ORD CL • CHDRD REARING NORTH THIS BUILDING/PROPERTY DOES NOT UEWITHIN _ EllTHEESTABLISHEDI00YEARFLOODPUWEASPERFIRM• X. R, R.LS. / f714 ZONE X' MAP 1121170009OF (09-28-07) S 14801 PICUnU COPY City of Sanford Building and Fire Prevention Product Approval Specification Form SAMF0RD DI Permit # # 1 8- 15 76 Project Location Add v As required by Florida Statute 553.842 and Florida Administr6tive Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuildin-.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Therma Tru Smooth Star 15000.2 /15000.4 Sliding Ply Gem 4780 SGD 14634 - R3 Sectionat Wayne Dalton 9100 - #0600 / #0607 9147.11/8174.2 - R12 Roll U Automatic Other 2. Windows Single Hung Ply Gem 1500 16103 Horizontal Slider Casement Double Hun Fixed Ply Gem 1500 16104 Awning Pass Through Projected Mullions Ply Gem 1500 16118 Wind Breaker Dual Action Other June 2014 Category / Subcategory 3. Panel Walls Manufacturer Product Description_(including Florida Approval # decimal Siding Soffits Aluminum Coils Inc. Aluminum Soffit Panels 12194 - R7 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CertainTeed Corp. CertainTeed Asphalt Roofing Shingles 5444 - R12 UnderlaymentS Roofing Fasteners InterWrap Inc. Rhino Roof Underla ment 15216 - R3 Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millennium Metals Inc. MMI - 213 Off Ridge Vent 16568.2 - R1 Other June 2014 Category / Subcategory Manufacturer Product Florida Approval # Description include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Lott's Concrete Products Lintel 17867 - R1 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Tracy McDonald Please Print) June 2014 SPEC 0 Cohstruction Products 1. Product Name Grace Vycor® Plus Self -Adhered Flashing 2. Manufacturer Grace Construction Products 62 Whittemore Avenue Cambridge, MA 02140 866) 333-3SBM (3726) Fcnc: (410) 431-7281 www.grooscomtruction.com www.graow tamecom 3. Product Description BASIC USE Grace Vycor® Plus Self -Adhered Flashing is a self-sealing, fully adhered composite flexible flashing designed to protect critical non -roof details from air, water and moMure infiltration. It provides on excellent positive seal around the outside and inside of doors and windows and can be used to seal joints, seams, holes and other undesirable openings in wag systems. OOMPOSMON & MAT94ALS Grace vycor Plus Self -Adhered Flashing is a 25 mil (0.64 mm), cold applied self -adhering membrane consisting of a 3 mil (0.07 mm) high density, cross -laminated polyethylene film coated on one side with a 22 rrA (0b6 mm) layer of rubberized asphalt adhesive. For ease of application, the rolls are Unterwound with a disposable silicone coated release sheet. The floshing is a dark gray -black Grace 'Woor Plus Self -Adhered Flashing is now available with WMFM a cord embed- ded in the adhesive layer that allows split release on demand. RIPCORD makes the mem- brane installation faster and easier and enables proper integration with the other waterproofing elements of the wall system. Priming Is generally not required for most substrates provided they are dean and dry. However, on concrete, masonry and DensGlass Golde apply Perri -A -Barrier® WB Primer. If adhesion is found to be marginal, also prime wood composition and gypsum sheathing with Pem-A-Barrier WB Primer. The coverage rate for Perr-A Barrler.\NB Rinner Is 250 - 350 W/O 6 - 8 rrK). SIZE Grace Vyoor Plus Self -Adhered Flashing is Walable in 76 (229 m) rolls in widths of 4", 60, 9" and 12" (100,0,225 and 300 mm). The 4" 000 mm) width is packaged 18 rocs per car- ton the 6" (50 mm) is packaged 12 rots per carton; and the 9" and 12" (225 and 300 mm) are packaged 6 rolls per carton. UMITAnONS Grace Vyoor Flus Self -Adhered Flashing must not be applied in areas where R will be per- manently exposed to sunlight and must be covered within a reasonable amount of time not to exceed 30 days. Grace Vycor Plus should not be used in hat desert areas in the southwestern United States. The following sealants are chemically com- patible with the adhesive side of Grace Vycor Plus Sed Adhered Rosl fng if the specific formu- lation does not contairi hydrocarbon solvents: sbl'icone, acrylic butyl, i -part polyurethane and 21mrt polyurethane. this flashing Is hoompati- ble with creosote; joint sealants containing polysulflde polymer or hydrocarbon .solvents; products manufactured from [PDM and flexi- ble PVC; and certain caulks. For more in forma- tion, refer to Technical Letter 1 "Chemiool Compatibility with Other Building Materials and Sealants.' Grace Vyoor Plus Self -Adhered Flashing is designed for NON-ROOFflostiing applications. The membrane Is slippery - do not use on the roof. DO NOT walk on the membrane. 4. Technical Data APPLICABLE STANDARDS ASTM International ASIM CBM Standard Specification for High Solids Contert, Cold liquid-Appled Eastomerlc Waterproofing Membrane for Use with Separate Wearing Course ASTM D412 Standard Test • Methods for Vulcanized Rubber and Thermoplastic Rubbers and Thermoplastic Bastomers-Tension ASTM D570 Standard Test Method for Water Absorption of Plastics ASTM D903 Standard Test Method for Peel or Shipping Strength of Adhesive Bonds ASTM D1876 Standard Test Method for Peel Resistance of Adnedves (f -Peel Test) ASTM DIM Staxlard Specification for Self- AdnerUig Polymer Modified Bituminous Sheet Mart [Au Used as Ste Roofing I briodcryment FLEXIBLE FLASHING 07650 Grace Construction Products PH61CAL/CHEMICAL PROPHZiiES See Table 1. 5. Installation STORAGE Protect materials from rain and physical dam- age. Pallets of Grace Vycor Flus Self -Adhered Flashing should not be double stocked on the jobsite. Provide cover on top and all sides, dlow- ing for adequate ventilation Store this product in its original, unopened packaging at ambient temperatures between 40 - 90 degrees F (5 - 32 degrees C), under dry conditions and away from exposure to direct surW. Store all prod- ucts In a dry area away from high heat flames or spans. Store only as much material at point of use as 6 required for each day's work. ENVIRONMENTAL CONDITIONS Grace Vycor Plus Self -Adhered Flashing oan- not .be applied to moist or damp surfaces. After precipitation, allow a minimum of 24 hours for drying before installing the flashing, Grace Vycor Plus Self -Adhered Flashing can be applied at air and surface temperature of 25 degrees F (4 degrees Q and above. APPLICATION MEiHODS Surface Preparation Substrate must be smooth, dean, dry and free of voids, spoled areas, loose substrate, loose naffs, other sharp protrusions or other matter that will hinder the adhesion or regularity of the flashing Installation. Clean loose dust or dirt from the surface wherever Grace Vycor Plus Self -Adhered Flashing s to be applied by wbp- Ung with a dean dry doth or bush. If the flash- ing does not adhere properly to the substrate, apply Pam -A -Barrier WB Rimer at a coverage rate of 250 - 350 fP/gal (6 - 8 rnz/L). Allow primer to dry completely, approxi - matey 1 has depending on weather oondi- tiors, before application of flashing. Excess primer will not improve the adhesion of the flashing. The primer s considered dry when the substrate returns to its original color, mini- mum 1 hour. If primed areas are not covered that day, reprune area 9 there s significant dust or dirt contamination. Flashing Application lmfail the membrane following the shingle principle: Appy the top membrane layer over the bottom layer so that the system sheds e ep water. For ease of installation, .Grace Vycor for Ice Dam Protection Plus Self -Adhered Hashing has measure mark - ASTM D3767 Standard Pradlc's for Rubber- Ings at 6" and 12" (152 and 305 mm) Intervals. Measurement of Dimenslons Cut Vyoor Plus into appropriate lengths. AZOWold AWdWeere seWmd Vammb of Reed Mede kc ft inn PW=MDM rami rWOMto the edinid dyb •--.. _....... .:. Reed Gonsbvctlon SPEC 0 Use RIpcORD to split the release paper and adhere half of the membrane, if necessary. peel release paper from roll to expose rub- bertzed asphalt and position flashing to cen- ter over joint location before opplying. Move along opening or joint, being careful to put flashing as evenly as possible over the open- ing and avoiding fishmouths along the edges. Roo flashing firmly into place to ensure contin- uous and Intimate contact with the substrate. if wrinkles develop, carefully cut out affect ed area and replace In the similar procedure outlined above. The repair piece also must be pressed Into place as soon as possible to ensure oontinuous and intimate contact with the substrate. Grace Vycor Plus Self -Adhered Rasping must be continuously supported by the sub- strate and must not span or bridgb Joints, gaps or voids in excess of 114'(6A mm). W laps that occur in subsequent lengths must maintain a mloimurn overlap of 3' (75 mm). PROTECTION Grace Vycor Plus Self Adhered Bashing must be protected from damage from other trades or construction materials. SAFEry, STORAGE & HANDLING Grace Vycor Plus Self -Adhered Rashing prod- ucts must be handled property. The best Infor- mation on safe handling, storage, personal protection, health and environmental oordd- erations has been gathered. Material Safety Data Sheets (MSDS) are available from the manufacturer upon request. All users must acquaint themselves with this Information. Carefully read detailed precaution statements on product labels and WDS before use. 6. Availability & Cost AVAILABILITY A nationwide network of disMbutors carries Grace Vyoor plus Self -Adhered Rashing prod- ucts. Contact a Grace CordwoNon Products representative for ordering and delivery Information. CST Grace Vycor Rus Self -Adhered Hashing is competitively priced. For specific Information, contact a Grace Construction Products repre- sentative. FLEXIBLE FLASHING 07650 Grace Construction Products TABLE 1 TYPICAL PHYSICAL PROPBTTIES OF GRACE VYOOR PLUS S9.FFADHBM RASHNG Property & test Typical value Color Gray -Black Ttrida'iess. ASTM D3767, Method A Low temperature flexIlAty, ASTM DYM 25 rn1(Ob4 mm) Unaffected at -451F (43•G) Elongation, Orwte fobe of rubberized asphdt, per ASTM D412 20096 m1rimum Cracked cyding 1D0 cycles per ASTM C836 Unaffected at -25•F (32°Cj Lap adhesion at minimum ai:4*otion temperature, ASTM D1876 Modified 60 plf (875 N/m) width Adhesion to concrete at miNmtun opploatlon temperature, 60 pit (875 Nim) width ASTM D903 7. Warranty Grace Vyoor Plus Self -Adhered Bashing is war- ranted at the time of shipment to meet Grace's published specifications, 8. Maintenance Grace Vycor Rus Self -Adhered Bashing, when Installed in accordance with manufacturer s recommendations, Q not require maintenance. 9. Technical Services Rill -time, technically trained Grace construction products representatives and technical person - net backed by research and development staff, provide support. 10. Fling Systems Rist sourcd" Additional product information is available from the manufacturer. W..Grote&oz-camhapeath bft,,tatbntare\Abefep1tLB h bmd 4= dula aW bvwWp cwddmdtobetrueordami ire and b aHered forthe wens' mddwdkn bnesfigaNm and va- Vboib but we do rd wmad ft mvA to be odahed Flom read d dofanatts recmma%b me ad &gge*- In —A - Hon \O our c- IN a air sato Vidr appy to d ponds suppred bV us tdo dotenetL remrtrendoilon a agpnsfton b bdertded fa any use utidr wardd Wfte my pafad OF aWJYyhm. W. R Grace d CM own 62 WMtemm Mama MA 02140. in om xkL Rocs Cando Yr -M aMWh Rood West. N= ordata amodo LLS 3M MWteea pm A Sada and vyaa am mWered bodemala ad RpCCRD b a fradanadt at W. R Gmw & C06 -Cam Derukloss Gadd b a reWaed hodwak d GeMOOR tete: kxrpordm Copyrtphd• 20D4 W.R.Grace & (braonl FOR .RWedinthOUSA 8104 A%U/3M jar I V9O. t• ad MMLLge os -gi afts d Rud ewb en IDetmpMvErwAtdmd-, wt. r° e.d a" oma All nada, tio+erved v` Rem Consbvcdon Flashing Application Instructions for Windows WINDOW INSTALLATION METHOD A: BEFORE WEATHER -RESISTIVE BARRIER Based on the climatic conditions and the exposure of the window, there are a number of different flashing options. The method below is only one of the recommended options (see Detail VCRDEF-102) which meets AAMA criteria. Refer to the subsequent details (VCRDET 100 to 106) for additional flashing options located on pages 27-33. 11 Step One: Pre-cut the Grace Vycor Plus flashing using the measurement markings. The length of the flashing should extend beyond the sill equal to the width of the jamb flashing (see Table I, page 8). Step Two: Before installing flashing on sill and jambs, locate the RIPCORD. N Step Three: Rewind the pre-cut flashing. Position inside rough opening on the vertical jamb 9 inches up on each side. Apply to win- dowsill, removing half the release paper and exposing the adhesive. Roll firmly into position. Make vertical relief cuts starting from corner of win- dow sill upward. Roll firmly into place as necessary. Note: Do not remove the release paper on the bottom half of the flashing until future tie-in with the weather -resistive barrier. Split the release paper Install window as per manufacturer's recommendation. in half allowing for easy If sealant is used, ensure all excess sealant is removed from installation. nailing flange and surrounding area to provide a smooth con- tinuous substrate. (ASTM does not require.0 sealant on top of window flange when using self -adhered flashing.) 10 Flashing Application Instructions for Windows WINDOW INSTALLATION: METHOD A BEFORE WEATHER -RESISTIVE BARRIER (continued) Step Four: Apply the pre-cut jamb flashing onto the nailing flange. Position above the head flange. Unroll flashing and expose adhesive by removing the release paper. Roll firmly into place as necessary. Repeat on the other side. Step Five: Install the pre-cut flashing over window head flange by removing release paper. Roll firmly into place. Mechanically fasten head flashing at top outermost corners, as necessary. Step Six: Install weather - resistive barrier as per manufacturer's recommendations. Position weather - resistive barrier under sill flashing. Remove remaining half of the release paper from the sill flashing. Adhere to weather -resistive barrier to ensure a water shedding tie-in. C! 11 Flashing Application Instructions for Windows WINDOW INSTALLATION METHOD B: AFTER WEATHER -RESISTIVE BARRIER In this option (see Detail VCRDET 100) the weather -resistive barrier has already been installed before the window and flashing. I' J Step One: Cut and remove weather - resistive barrier from rough opening of window sill. Secure, if necessary, to face of sill. Score and fold weather - resistive barrier above header. Temporarily secure to allow for flashing installation. Step Two: Pre-cut the Grace Yycor Plus flashing using the measurement markings. Use caution when cutting the membrane. Step Three: Before installing sill flashing, locate the RIPCORD. Split the release paper in half allowing for easy installation. C 15 Flashing Application Instructions for Windows WINDOW INSTALLATION: METHOD B AFTER WEATHER -RESISTIVE BARRIER (continued) Step Four: Reroll the pre-cut flashing. Position inside of rough opening on the vertical jamb. Apply flashing to window sill by removing half of the release paper and exposing the adhesive. Roll firmly into position. Make vertical relief cuts starting from comer of window sill upward. Roll firmly into place as necessary. Note: Do not extend sill flashing beyond outside edges of jamb flashings. Install window as per manufacturer's recommendation. If sealant is used, ensure all excess sealant is removed from nailing flange and surrounding area to provide a smooth continuous substrate. 15 Step Five: Apply the pre-cut flashing onto the nailing flange after window has been installed. Position jamb flashing above the head flange. Note: Do not remove the release paper on the other half of the flashing if future tie-in with top of vinyl sid- ing is required by others see Detail VCRDET 107). Unroll flashing by removing the release paper exposing the adhesive. Roll firmly into place as necessary. Repeat on other side. a Fltishioo' Application Instructions for Windows WINDOW INSTALLATION: METHOD B AFTER WEATHER -RESISTIVE BARRIER (continued) 16 r' 9 3: Z Step Six: Install pre-cut flashing over the window head flange by removing release paper, exposing the adhe- sive. Roll firmly into place. Mechanically fasten head flashing at top outermost comers, as necessary. Step Seven: I _ Remove temporary secure- ment of weather -resistive barrier above header. Fold over head flashing. Seal with weather -resistive barrier seam tape. Install siding and flashing below window as per siding manufacturer's or Vinyl Siding Institute recommendations. 18 Step Fight: Flashing should be long enough to direct water over the nailing flange of the last course of siding see Detail VCRDET-107). Trim excess flashing that hangs below the nailing flange. Discard in appropriate manner. Note: These same steps can be used for other accessory openings i.e. under doors, electrical outlets). EB I Flashing Application Instructions for Doors DOOR INSTALLATION Like flashing windows, Grace Vycor Plus is also the product of choice for -lashing around doors. I' Step One: Using the measurement markings, pre-cut a 12 inch piece of Grace Vycor Plus. Install onto ledger board. 13 Step Two: Install the weather - resistive barrier as per Zmanufacturers recom- mendation. Cutout the weather -resistive barrier from rough door opening. Remove also from inside bottom of sill. Step Three: Install comer patch under- neath the weather -resistive barrier as per Detail VCRDET 201. Repeat on other side.' . Note: Bowtie comer patch option is shown in photo. For door installation detail refer to page 35 (VCRDET 200). For deck installation detail refer to page 37 (Detail VCRDET 300). For complete deck installation guidelines consult the deck section of this book. Flanged Window VCRDET-101 Optiori 1- low Exposure Notes: MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE VYCOR®PLUS--% GRACE VYCORO PLUS DO NOT FLASH OVER BOTTOM NAILING FLANGE' EXTERIOR SHE s SILL PLATE SEE VCRDET 108 FOR OPTIONS) 1. For the most current details, installation video and product information, see our web site at www.grgceconstrudon.com 2. RIPCORD° (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus in order as shown by numbers 4. If applicable, leave release paper on lower half of sill flashing until future tie-in 5. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps 6. Detail also relevant for Grace Vycor V40 rM A 0 Z 1® a r H Head flashing tie-in instructions: Flanged Window VCRDEFtoo 1. Cut, fold up and temporarily secure weather-resistive barrier above header to Flashing Installation After Weather-Resistive Barrier allow for flashing installation 2. Install Grace Vycor Plus head flashing MECHANICALLY FASTEN WEATHER- FOLD UP WEATHER- BARRIER & under weather-resistive barrier RESISTIVERESISTIVE AS NECESSARY IN BARRIER TEMPORARILY SECURE 3. Fold weather-resistive barrier back over CORNERS THROUGH j' GRACE VYCOI! PLUS head flashing and seal will tape Notes: 1. For the most current details, installation WEAnm-.; , SHEATHING and product information, see our wvideo SILL PLATE web site at www.graceconstruction.com TWE p ; ' SEE VCRDET 106 FOR OPTIONS)) 2. RIPCOR(Split Release on Demand) canD0 be removed from Grace Vycor Plus for7„ , ' - ease of installation 3. Remove weather-resistive barrier from top r% GRACE VYCOO PLUS of window sill plate 4. Install Grace Vycor Plus in order shown by numbers oSe'.,aw. '? ' DO NOT FLASH OVER BOTTOM NAIUNO RANGE 5. Install Grace Vycor Plus and weather- resistive barrier to form water-shedding laps 6. Detail also relevant for Grace Vycor V40 Flanged Window VCRDET-101 Optiori 1- low Exposure Notes: MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE VYCOR®PLUS--% GRACE VYCORO PLUS DO NOT FLASH OVER BOTTOM NAILING FLANGE' EXTERIOR SHE s SILL PLATE SEE VCRDET 108 FOR OPTIONS) 1. For the most current details, installation video and product information, see our web site at www.grgceconstrudon.com 2. RIPCORD° (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus in order as shown by numbers 4. If applicable, leave release paper on lower half of sill flashing until future tie-in 5. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps 6. Detail also relevant for Grace Vycor V40 rM A 0 Z 1® a r H Flanged Window VCRDET-102 Option 2 - AAMA Recommendation Notes: EXTERIOR 1. SHEATHING For the most current details, installation video NAILING FLANGE and product information, see our web site at www.graceconstrudon.com MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH 2. RIPCORD® (Split Release on Demand) can be GRACE VYCOR® PLUS removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus in order shown by numbers 4. If applicable, leave release paper on lower GRACE GRACE half of sill flashing until future lie VYCOR®PLUS VYCOR® PLUS 5. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps 6. Detail also relevant for Grace Vycor V40 DO NOT FLASH OVER BOTTOM NAILING FLANGE Flanged Window VCRDEr--103 - Option 3 - Severe Exposure Notes: MECHANICALLY FASTEN AS EXTERIOR SHEATHING 1. For the most current details, installation NECESSARY IN CORNERS J video and product information, see our web THROU2H GRACE VYCOR PLUS • ' ' site at www.graceconsttuction.com 2. RIPCORD® (Split Release on Demand) can be SILL PLATE removed from Grace Vycor Plus for ease of SEE VCRDET-106 FOR OPTIONS) installation 3. Install Grace Vycor Plus in order shown by i:. numbers t' GRACE 4. If applicable, leave release paper on lower wcoR® b VYCOR® PLUS half of sill flashing until future tie in PLUS 5. Install Grace Vycor Plus and weather -resis- tive barrier to form water -shedding laps 6. Detail also relevant for Grace Vycor V40 DO NOT FLASH OVER ---j BOTTOM NAILING FLANGE Half Round Window VCRDEr-to4 For the most current details, installation video Option 1- low to Moderate Exposure www.graceconsWction.com Notes: 2. RIPCORD® (Split Release on Demand) can beSEEVCRDET-10B _ t ', •;`-, FOR ovnorls>.: `_=: 1. For the most current details, installation video EXTERIOR SHEATHING SILL PLATE and product information, see our web she at 3. Install Grace Vycor Plus in order shown SEEVCRDET--105 FOR OPTIONS) WWW.graceconstruction.com REFEATOTECHNICAL f `; '-•,, 2. RIPCORD° (Split Release on Demand) can be LETTER A.9 ON CHEMICAL removed from Grace Vycor Plus for ease of coMPATIBIuTYwITH UNG FLANGE installation 6. Install Grace Vycor Plus and weather -resistive 3. Install Grace Vycor Plus in order as shown 7. Detail also relevant for Grace Vycor by numbers a - 'sZ ht • x GRACE 4. Mechanicallyfasten as necessary VYCOR® PLUS 5. If applicable, leave release paper on lower RD half of sill flashing until future tie int( FOR OPTIONS) 6. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps DO NOT FLASH OVER ? • ' 7. Detail also relevant for Grace Vycor V40 BOTTOM NAILING FLANGE GRACE VY0911 PLUS Half Round Window MCRDEr--105 Option 2 - Severe Exposure _ Notes: REFER TO TECHPnOAL— LETTER M ON CHEMICAL COMPATIBILITY WITH UNG FLANGE WkeE AM DO NOT FLASH OVER BOTTOM NAIUNG FLANGE OnMOR SHEATHING ` For the most current details, installation video and product information, see our web site at www.graceconsWction.com SILL PLATE`;`•`; = `'' 2. RIPCORD® (Split Release on Demand) can beSEEVCRDET-10B _ t ', •;`-, FOR ovnorls>.: `_=: removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus in order shown by numbers VYCORM PLUS 4. Mechanically fasten as necessary 5. If applicable, leave release paper on lower half of sill flashing until future tie-in 6. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps 7. Detail also relevant for Grace Vycor Sill Plate ®ptions vcRDEr,os NOTE #2 OPTION - A GRACE VYCOR® PLUS WOODEN SIDING SILL PLATE SEE NOTE #2 WALL SHEATHING J VINYL OPTION - B Notes: Notes: 1. For the most current details, installation video and product 1. For the most current details, installation CORNER PATCH OR video and product information, see our COMPATIBLE SEALANT web site at www.graceconstrudon.com 3. Instah Grace Vycor Plus and weather -resistive barrier to form RD® RELEASE ON DEMAND') 2. RIPCORD® (Split Release on Demand) can WOODEN be removed from Grace Vycor Plus for 5. Leave release paper on lower half of Grace Vycor Plus Sill FURRING sTwP ease of installation 6. Extend Grace Vycor Plus over nailing flange of the last com- 3. Remove weather- resistive barrier from plete course of siding panel and trim Grace Vycor Plus to SILL PLATE top of window sill plate 7. Install Grace Vycor Plus around remaining window unit per 4. Install sill flashing as shown at left yWALLSHEATHINGJ Tie-in with Vinyl Siding at Window Sill VCRDEf--107 5. Install Grace Vycor Plus around remaining Window unit per Grace Window Details VCRDET 100 to 105) 6. Install Grace Vycor Plus and weather - resistive barrier to form water -shedding laps 5. Option C: Install wooden furring strip on top of wooden siding prior to Grace Vycor Plus 6. Detail also relevant for Grace Vycor V40 Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2 RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Instah Grace Vycor Plus and weather -resistive barrier to form RD® RELEASE ON DEMAND') water -shedding laps 4. Remove weather -resistive barrier from top of window sill plate SILL PLATE 5. Leave release paper on lower half of Grace Vycor Plus Sill SEE VCRDET 106 FOR OPTIONS) Flashing until future tie-in 6. Extend Grace Vycor Plus over nailing flange of the last com- plete course of siding panel and trim Grace Vycor Plus to L SHEATHING protect from permanent exposure to IN 7. Install Grace Vycor Plus around remaining window unit per Grace Window Details (VCRDET 100 to 105) NEATHER-RESISTIVE WMER (OPTIONAL) 8. Detail also relevant for Grace Vycor V40 9. Leave release paper on or other bond breaker between Grace Vycor Plus and vinyl Outside Corner VCRDET--500 Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstructon.com WEATHER -RESISTIVE BARRIER (OPTIONAL) SHEATHING 2. RIPCORD° (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus in order as shown by numbers 4. Mechanically fasten as necessary 0 ' z .Y . 5. Install Grace Vycor Plus and weather -resistive t t2"4 barrierto form water -shedding laps GRACE r`_ =¢'' VYCOR® PLUS 6. Detail also relevant for Grace Vycor V40 GRACE VYCOR® PLUS CORNER PATCH REFER TO VCRDET 504 FOR OPTIONS) Wall -to -Wall Outside Corner VCRDEF-501 Notes: GRACE VYCOR PLUS SIDING R IS 1. For the most current details, installation video and product information, see our web site at www.graceconstructon.com 2. RIPCORD° (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus and weather -resis- tive barrier to form water -shedding laps 4. Extend Grace Vycor Plus beyond joint between siding and comer post/boards - 5. Install Grace Vycor Plus on outside comer for the height of the wall 6. Detail also relevant for Grace Vycor V40 Inside Corner VCRDEr--502 Notes• RUBBERIZED - ASPHALTADHESIVE a RUBBERIZED ASPHALTADHESIVE GRACE rr y VYCOR°PL.US ;>L SCORED RELEASE PAPER IBUM M=M(k SCONE FSEASE PAPER 70 MOSEADMSM AS S"M M) MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE UNDERLAYMENT 1. For the most current details, installation video and product information, see our web site at www.graceconstrudon.com 2. RIPCORD® (Split Release on Demandf can be removed from Grace Vycor Plus for ease of installation 3. Use a square piece of membrane (3 inches x 3 inches minimum) for inside comer 4. Use RIPCORD (Split Release on Demand) for ease of installation and to minimize scoring release paper 5. Fold as shown by arrows _ 6. Angle of comer may vary, adjust folding of the membrane accordingly to frt tightly to comer . 7. Install Grace Vycor Plus and weather -resistive bar- riertoform waterihedding laps B. Detail also relevant for GraceVycorV40 Wall -to -Wall Inside Corner VCRDEf--503 Notes: ANYL SIDING VYCOR' SIDING WOOD SIDING 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Wcor Plus for ease of installation 3. Install Grace Vycor Plus and weather - resistive barrier to form water -shedding laps 4. Extend Grace Vycor Plus beyond joint between siding and comer post/boards 5. Install Grace Vycor Plus on inside comer for the height of the wall 6. Detail also relevant for Grace VycorV40 Corner Detailing Patch Options VCRDEr-504 Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com Z RIPCDRe (Split Release on. Demand) can be removed from Grace Vyeor° Plus for ease of installation 3. Remove release paper at time of installation of comer patch 4. Nominal patch size is 3 inches x 3 inches 5. Detail also relevant for Grace Vycor V40 Option -A r Option -B PATCH -B Option -C r- I RELIEF CUT rr%1vi r - INSTALLED AT CORNER INSTALLED AT CORNER PATCH -C INSTALLED AT CORNER Foundation Sill Plate VCRDET--505 Option 1 Notes: WEATHER -RESISTIVE BARRIER (oFnoNAL-j 1 For the most current details, installation SHEATHING GRACE VYCOR® Foundation Sill Plate vcw-ras Option 2 WEATHER -RESISTIVE BARRIER (OPTIONAL)- EXTERIOR - SHEATHING STUD WALL SILL SEAL GRACE VYCORO PLUS FOUNDATION WALL STUD WALL SILL SEAL GRACE VYCOR® d° PLUS 1 ° •d FOUNDATION WALL 0 4 • video and product information, see our web site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus in order shown by numbers 4. Install Grace Vycor Plus and weather-resis- tive barrier to form water -shedding laps 5. If priming is necessary, use Perm -A-Barrier WB Primer to promote adhesion to concrete 6. Detail also relevant for Grace Vycor V40 Notes. 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation' 3. Install Grace Vycor Plus in order shown by numbers 4. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps 5. If priming is necessary, use Perm -A -Barrier WB Primer to promote adhesion to concrete 6. Detail also relevant for Grace Vycor V40 Georgia-Pacific DensArmorPlusQD Technical Service Hotline 1.800.725.6119 or Interior Panels www.gpgypsum.com Manufacturer Georgia -Pack Gypsum Georgia-Pacific Canada 133 Peachtrse Street 21 B0 Meadrwvale Boulevard, Suite 200 Atlanta, GA 30303 Mississauga, ON L5N 5S3 Technical Service Hotline: 1-800-225-6119 Description DensArmor Plus' Interior Panels are noncombustible (as defined and tested in accordance with ASTM El 36 or CAN/ULC S1 14) interior panels that consist of a rnoisture-resistant gypsum core with coated fiberglass mats. The fiberglass mats provide superior protection from incidental moisture. DensArmor Plus Panels are highly resistant to the growth of mold, and have scored a 10, the highest level of performance for mold resistance under ASTM 03273 test method. The core of DensArmor Plus panels is reinforced with fiberglass, increasing the product's strength. The treated core and the coated facings made with fiberglass offer greater moisture resistance and improved dimensional stability than regular gypsum board. The product resists warping, rippling and buckling. They have a tapered edge to receive joint treatment The field of the board can be finished in the same manner as regular gypsum board. DensArmor Plus Interior Panels are GREENGUARD and GREENGUARD Gold Certified for low emissions of volatile organic compounds (VOCs) by a leading third -parry organization, UL Environment In addition, DensArmor Plus Interior Panels are listed as GREENGUARD microbial resistant This listing means Denskmor Plus Panels, which feature fiberglass mats instead of paper facings used on the surface of traditional gypsum board products, resist mold growth. The microbial resistant test is based on ASTM D6329, a testing standard set by ASTM International, which develops testing guidelines and procedures for building materials, products, systems, and services. Denskmor Plus Panels also are listed in the Collaborative for High Performance Schools' (CHPS% High Performance Products Database for low emissions of VOCs. CHPS is a national non-profit organization that works with school districts and their design teams to improve the quality of education by using products that have met requirements to receive CHPS credits. Primary UsesDensArmorPlus Interior Panels are an interior wall or ceiling covering material for Tse in new construction or renovation work. They are designed for direct attachment wits—sWbWs or nails to wood and metal framing or existing surfaces. They may be used as a covering material for flat or curved structures. DensArmor Plus Panels are manufactured with fiberglass mat surfaces. They have a tapered edge to receive joint treatment Use on interiors of exterior walls, where moisture intrusion is most likely. Use in pre -rock areas, where the windows, doors or roof have not been installed making moisture intrusion inevitable. DensArmnr Plus Panels come with a limited warranty against delamination and deterioration for up to 12 months of exposure to normal weather conditions.' Use in wet areas behind tile, such as tub and shower areas, where ASTM C1396, Section 7 is allowed by code. For complete warranty details, visit www.gpgypsum.wm. Submittal Job Name Approvals Contractor Date Limitations DensArmor Plus Interior Panels are a non-structural product and should not be used as a nailing base to support heavy wall -mounted objects. Intended for interior applications and soffits in protected areas, DensArmor Plus Panels must be kept dry during storage and handling. Do not use DensArmor Plus® Rreguard® (per ASTM C1 65B) Panels where there is prolonged exposure to temperatures exceeding 125' F (52'C), e.g. adjacent to wood burning stoves, heating appliances, saunas or steam rooms. Technical Data Flame spread and smoke developed rating of 0/0 when tested in accordance with ASTM E84 or CAN/ULC S1D2. Noncombustible as described and tested in accordance with ASTM Et 36 or CANNLC S114. 5/8' DensArmor Plus Fireguard panels are UL and ULC Classified Type DAP. 1/2' and 5/8' DensArmor Plus' Fireguard CO panels are UL and ULC Classified Type DAPC. Decoration DensAnnor Plus Interior Panels are designed to accept most types of paints, textures and wall covering materials. Because of the enhanced moisture- and mold -resistant properties of DensArmor Plus Panels, drying times for both joint compound and wall coverings may vary. Always follow paint or wall covering manufacturer's installation instructions when applying either of these finishes. Georgia-Pacific Gypsum strongly recommends priming the surface of DensArmor Plus Panels with a quality, high solids primer/sealer before applying a final decorative material. Priming will equalize the suction variations between the joint compounds and the fiberglass surfaces. If glossy paints are used in such areas as kitchens or bathrooms, skim coat joint compound over the entire surface of DensArmer Plus Panels to reduce highlighting or joint photographing. This method is also recommended in areas with severe natural or artificial side lighting. Handling and Use–CAUTION This product contains fiberglass facings which may cause skin irritation. Dust and fibers produced during the handling and installation of the product may cause skin, eye and respiratory tract irritation. Avoid breathing dust and minimize con- tact with skin and eyes. Wear long sleeve shirts, long pants and eye protection. Always maintain adequate ventilation. Use a dust mask or NIOSH/MSHA approved respirator as appropriate in dusty or poorly ventilated areas.. Stack DensArmor Plus Interior Panels flat on a level surface. As individual sheets are removed for instillation, they should be raised up on edge carefully and carried in a vertical position. Appropriate handling for gypsum board is also outlined in Gypsum Association Publications GA -216 and GA 801. Take care to avoid impact, undue flexing and subsequent damage to board edges, ends and comers. Material Safety Data Sheet (MSDS) is available at www.buildgp.com/safet info or call 1-404.652-5119. Applicable Standards Manufactured to meet ASTM C1658, ASTM C1396 Section 7 and ASTM C1177. continued —) stamps/S ignatureg Alk Georgia-Pacific DensArmor Plus i Interior Panels Sizes and Edges DensArmor Plus Thickness: 1/2* (127 mm); Width 4' (1219 mm); Lengths: B'-12' (2438 mm -3658 mm); Edges: Tapered DensArmor Plus Fireguard C Thickness: 1/2" (12.7 mm); Width: 411219 mm); Lengths: 8'-12' (2438 mm -3658 mm); Edges: Tapered DensArmor Plus Fireguard Thickness: 5/8'(15.9 mm); Width: 4' (1219 mm); Lengths: 8'-12' (2438 mm -3658 mm); Edges: Tapered DensArmor Plus Fireguard C Thickness: 5/8" (15.9 mm); Width: 4' (1219 mm); Lengths: B'-12' (2438 mm -3658 mm); Edges: Tapered Physical Properties Technical Service Hotline 1.600.225.6119 or WWW.gpgypsum.com Installation DensArmor Plus® Interior Panels should be installed according to the most current versions of Gypsum Association Publication GA -216 'Application and Finishing of Gypsum Board for NorrFre-Rated Construction." For fire -rated installations, the installation and details shall be in conformity with those assemblies published in the Gypsum Association Fire Resistance Design Manual GA -600, UL and ULC Fire Resistance Directories. Thickness, nominal' 1/2" (127 mm) t 1/64' IDA mm) 1/2' (12.7 mm) t 1/6410.4 mm) 5/8' (15.9 mm) t 1/64" (0.4 mm) 5/8' (15.9 mm) t 1/64' (0.4 mm) Width, standard' 4' (1219 mm) V32* (24 mm) 4' (1219 mm) t 3r32" 12.4 mm) 4' (1219 mm) t 3/32" (2.4 mm) 4' (1219 mm) t 3/32' (24 mm) Length, standard' 8' (2438 mm) to 12'(3658 mm) 8' (2438 mm) to 121(3658 mm) B2' (3658 mm) 2438 mm) to 1821(3658 mm) Surface water absorption" t 1/4' (6.4 mm) t 1/4' (6.4 mm) t 1/4" (6.4 mm) t 1/4" (6.4 mm) Weight', nominal, lbs./sq. ft, (Kg/m9 20 (9.8) 20 (9.8) Z5 (12.2) Z4(1Z1) Edges Tapered Tapered Tapered Tapered Permeance', Penns (ng/Pe - s. mr) 10 (570) 10 (570) 10(570) 10 (570) linear expansion with moisture change, inAn %RH (mm/mm %RH) 6.25 x 104 6.25 x 10' 6.25 x 10 6.25 x 10" Coefficient of thermal expansion, inln/"F (mm/mm/°C) 8.5 x 104 (15.3 x 104) 8.5 x 104 (15.3 x 1 8.5 x 1 Da (15.3 x 1M 8.5 x 104 115.3 x 10 Flexural strength, parallel, Ibf i' (N) 280 (356) ZBD (356) z:100 (444) 100 (444) Flexuial strength, perpendicular, Ibf &4 (N) 2100 (444) 100 (444) k140(622) x140(622) R Value', ft'- °F- hr/BT11(rP- WWI 56 (0.099) 56 (0.099) 57 (0.118) 67 (0.118) n....,......ti.,..wti" Nnnrnmhnctihle Noncombustible Nail pull resistance, IV." (N) 280 (3bb) zW 10001 215 (67) 215 (67) Hardness core, edges and ends, Ibf. (N) 215 (67) 15 (67) Water absorption (% of weight)" 5 5 5 5 Surface water absorption" 1.6 grams 1.6 grams 1.6 grams 1.6 grams Surface burning characteristics per ASTM E84 or CAN/ULC S102): 0/0 00/ 0/00/013flamespread/smoke developed Humidified deflection" 0/0 s2/8' (6.4 mm) s2/8'(6.4 mm) st/8" (3 mm) mm) Bending radius' 6' (1829 mm) 6' (1829 mm) 8' (2438 mm) 8' (2438 mm) Represents approximate weight for design and shipping purposes ' Double fasteners on ends as needed Tested in accordance wid; APM C516 ' As defined and tested in accordance with ASTM E136 or CANIM C S714. Tested in accordance with ASTM 0473 ' Tested in accordance with ASTM E96 (dry cup method) Specified values per ASTM C1658 and ASTM C1177 e - Georgia-Pacific Gypsum U.S-A. Georgia-Pacific Gypsum LLC Georgia-Pacific Gypsum II LLC Canada Georgia-Pacific Cahada U' SALES INFORMATION AND ORDER PLACEMENT U.SA West 1-800-824-7503 Midwest 1-600-076-4746 South Central: 1-800-231-6060 Southeast 1-600-327-2344 Northeast 1-800-947-4497 CANADA Canada Toll Free: 1 -BOD -387-6823 Quebec Toll Free: 1-800-361-11486 TECHNICAL INFORMATION U.SA and Canada:) -8011-725-6119, www.gpgypsum.com aaow 6eW*.r dk Gyp= IM AD aonu m4d rna sanr ru i,®ismA TRADEMARKS Unless otherwise noted, all trademarks are owned by or licensed to Georgia-Pacific Gypsum LLC. Collaborative for High Performance Schools and CHPS are trademarks owned by Collaborative for High Performance Schools Inc. WARRANTIES, REMEDIES AND TERMS OF SALE For current warranty information for this product please go to www.gpgypsum.com and select the product for warranty information. All sales of this product by Georgia-Pacific are subject to our Terms of Sale available at www.gpgypsum com. UPDATES AND CURRENT INFORMATION The information in this document may change without notice. Visit our website at www.gpgypsum.com for updates and current information. CAUTION For product fire, safety and use information, go to www.buildgp.com/safetyinfo or call 1-800-225=6119. FIRE SAFETY CAUTION Passing a fire test in a controlled laboratory setting and/or certifying or labeling a product as having a one-hour, two-hour, or any other fire resistance or protection ratingand, therefore, as acceptable for use in certain fire rated assemblies/systems, does not mean that either a particular assembly/system incorporating the product, or any given piece of the product itself, will necessarily provide one-hour fire resistance, two-hour fire resistance, or any other specified fire resistance or protection in an actual fire. In the event of an actual fire, you should immediately take any and all actions necessary for your safety and the safety of others without regard for any fire rating of any product or assembly/system. Georgia-Pacific DensGia'sS' Sheathing Manufacturer Georgia-Pacific Gypsum Georgia-Pacific Canada 133 Peachtree Street 2180 Meadowvale Boulevard, Supe 200 Atlanta, GA 30303 Mississauga, ON L5N 5S3 Technical Service Hotline: 1-800-225-6119 Description DensGlass* Sheathing is a gypsum panel made of a treated, water-resistant core, surfaced with fiberglass mats and a GOLD colored primer coating. Providing superb protection from the elements, DensGlass Sheathing is resistant to delamination and deterioration due to weather exposure—even during construction delays that last as long as twelve months after installation and are backed by a limited warranty against delamination and deterioration for up to 12 months of exposure to normal weather conditions.' DensGlass Sheathing panels are also mold -resistant and have scored a 10, the highest level of performance for mold resistance under ASTM D3273 test method. DensGlass Sheathing exhibits a dimensional stability that assures resistance to warping, rippling, buckling and sagging for a flat and even substrate and is noncombustible as defined and tested in accordance with ASTM E136 or CAN/ULC S114. Since DensGlass Sheathing is strong in both directions, it may be installed either parallel or perpendicular to wall framing members (ahvays follow specific assembly installation instructions). Primary Uses Because of the superior performance of DensGlass Sheathing, it is specified for exterior walls, ceilings and soffits in a wide variety of applications. These include exterior insulation and finish systems (EIFS); cavity brick or stone veneer applications; cladding such as wood siding, vinyl siding, composition siding, wood shingles, shakes, conventional stucco systems, plywood siding panels and interior finish systems that require a substrate panel with superior fire and moisture resistance. For EIFS applications, DensGlass Sheathing is an ideal substrate for adhesive or mechanical application of expanded polystyrene or extruded polystyrene insulation, and is recommended in all climate zones. Manufacturers of water and air resistive barriers, which include attached flexible membranes, self -adhered membrane and liquid applied, have found DensGlass Sheathing to be a suitable substrate for their systems. DensGlass Sheathing is an ideal product for exterior ceilings and soffits for both cold and warts climate zones. It resists sagging, even under exceptionally humid conditions. Panels are applied directly to structural framing. Surface and joints may be finished and pointed, or surfaced with an exterior finish system. Limitations DensGlass Sheathing is resistant to normal weather conditions, but it is not intended for immersion in water. Cascading roof/floor water should be directed away from the sheathing until appropriate drainage is installed. Avoid any condition that will create moisture in the air and condensation on DensGlass Sheathing. The use of forced air heaters creates volumes of water vapor which, when not properly vented, can condense on building materials. The use of these heaters and any resulting damage is not the responsibility of Georgia-Pacific Gypsum. Consult heater manufacturer for proper use and ventilation. For complete warranty details, visit www.gpgypsum.com. Submittal Job Name Approvals Contractor Date Technical Service Hotline 1.800.225.6119 or www.gpgypsum.com When DensGlass Sheathing panels are used in slanted wall applications, that portion of the wall must be temporarily protected from the elements. Do not allow water to pond or settle on sheathing. Also, exposed wall ends must be covered to prevent water from infiltrating the cavity. Georgia-Pacific Gypsum does not warrant and is not responsible or liable for the performance of the cladding or exterior systems applied over DensGlass Sheathing. The suitability and compatibility of any system is the responsibility of the system manufacturer or design authority. Do not laminate masonry surfaces to DensGlass Sheathing; use furring strips or framing. DensGlass Sheathing is not intended for roof applications. For roof applications, consult our DensDeck® Roof Board brochure. DensGlass Sheathing is not intended for interior or exterior the applications. For interior file applications, consult our DensShield® Tile Backer brochure. DensGlass Sheathing should not be used in lieu of plywood where required. Do not apply DensGlass Sheathing below grade. For all installations, design details such as fasteners, sealants and control joints per system specifications must be properly installed. Openings and penetrations must be property flashed and sealed. Failure to do so will void the warranty. Do not use DensGlass Sheathing as a base for nailing or mechanical fastening. Fasteners should be flush to the face of the board, not countersunk. Technical Data DensGlass Sheathing is noncombustible as described and tested in accordance ' with ASTM E136 or CAN/ULC 5114. DensGlass Sheathing exceeds ASTM C1396 sheathing standards for humidified deflection by a factor of 10 in tests over the standard for regular gypsum sheathing. 5/8' (15.9 mm) DensGlass° Fireguard' Sheathing is UL and ULC classified Type OGG. DensGlass Sheathing is manufactured to meet ASTM C1177, Flame spread and smoke develop rating of 0/0 when tested in accordance with ASTM EB4 or CAN/ULC S102. Handling and Use -CAUTION This product contains fiberglass facings which'may cause skin irritation. Dust and fibers produced during the handling and installation of the product may cause skin, eye and respiratory tract irritation. Avoid breathing dust and mini- mize contact with skin and eyes. Wear long sleeve shirts, long pants and eye protection. Always maintain adequate ventilation. Use a dust mask or NIOSH/ MSHA approved respirator as appropriate in dusty or poorly ventilated areas. Material Safety Data Sheet (MSDS) is available at www.buildgp.com/safetyinfo or call 1-404-652-5119. - Product Data Thicknesses: 1/2°(12.7 mm); 5/8' (15.9 mm) is Type X (ASTM C1177) Width: 4' (1220 mm) standard, tolerance up to t 1/8' (3.2 mm) Lengths: 8' (2438 mm), 9' (2743 mm) or 10' (3048 mm) standard Edges: Square avrtim ed" - Sumps/Signatures A, Georgia-Pacific De nsG Lass® " : . ' .Technical Service Hotline 1.800.225.6119 or Sheathing I www.gpgypsum.com Physical 4' (1219 mm) ± 1/8' (3 mm) 4' (1219 mm) ± 1/8' (3 mm) Width, nominal B' (2440 mm), mm), 80! Length, standard 10' (3048 mm),, 1/4 _ 1/4° (6 mm) 04Bmm), 1/4' (6 mm) Weight, nominal, Ibs./s . ft 1 /m') 1.9(9) 2.5112) S uare S uare Edges Bending rediuss 6' 11829 mm) 8' 12438 mm) , Racking strength°, lbs./ft (dry) IN/m), Ultimate—not design value 540 (7878) 654(9544) Flexural strength", Parallel, Ibf.(N), 4' weak direction 80(356) x100 (445) Compressive strength min. 500 psi (3445 kPa) min. 500 psi (3445 kPa) Humidified deflection'•' Z/B° (6 mm) 1/B' (3 mm) Permeance', Perms (ng/Pa—s-0) 23(1300) 17 (970) R Value', ft's F•hr/BTU (O-KfW) 5610.0991 67(0.118) Combustibili ' Noncombustible Noncombustible Linear expansion with moisture change, inn %RH (mm/mm %RH)' 625 x 10' 6.25 x 10-6 Surface burning characteristics per ASTM E84 or 0/0 CAN/ULC S10Z flame s read/smoke develo ed 0/0 Coefficient of thermal expansion, B.5 x 15.3 xx 110;j' 8.5 x 15.3 xx 10ap in(n/°F (mm/mm/°C) Tested in acsadawe with ASTM C473 Tested in accadance with ASTM E96(drycup method) s Double fasteners on ends as needed Tasted in aaordanca withASIM 172 Tested in accordance with ASTM C518Pwat flow meted As defined and tested in accadanra with ASTM E136 or C4NNlC 5114 Specified values perASTM C1177 As stated by Gypsum Association 64-235 Tested in accordance with AS1M EZWZ Altk Georgia-Pacific Gypsum U.SA Georgia-Pacific Gypsum LLC Georgia-Pacific Gypsum II LLC Canada Georgia-Pacific Canada LP SALES INFORMATION AND ORDER PLACEMEN USA West 1-800-824-7503 Midwest 1-800-B76-4746 South Central: 1-800-231-6060 Southeast 1-800-327-2344 NoMeast 1 -BOD -9474497 G4N4D,4 Canada Toll Free:1-800-387-SOM Quebec Toll Free:1-800-361-0486 TECHNICAL INFORMATION U.SA and Canada: 1-800-225-6119, www.gpgypsum.com mtm4 sM*ft eo srpmo rrt nu Vb MOW& 1114' satr" u 'Momm TRADEMARKS Unless otherwise noted, all trademarks are owned by or licensed to Georgia-Pacific Gypsum I.I.C. WARRANTIES, REMEDIES AND TERMS OF SALE For current warranty information for this product please go to www.gpgypsum.com and select the product for warranty information. All sales of this product by Georgia-Pacific are subject to our Terms of Sale available at www.gpgypsum.com. UPDATES AND CURRENT INFORMATION The irformation in this document may change without notice. Visit our website at www.gpgypsum.com for updates and current information. CAUTION For product fire, safety and use information, go to www.buildgp.com/safetyinfo or call 1-800-225-6119. FIRE SAFETY CAUTION Passing a fire test in a controlled laboratory setting and/or certifying or labeling a product as having a one-hour, two-hour, or any other fire resistance or protection ratingand, therefore, as acceptable for use in certain fire rated assemblies/systems, does not mean that either a particular assembly/system Incorporating the product or any given piece of the productitself, will necessarily provide one-hour fire resistance, two-hour fire resistance, or any otherspecifiedfireresistanceorprotectioninanactualfire. In the event of an actual fire, you should immediately take any and all actions necessary for your safety and the safety of others without regard for any fire rating of any product or assembly/system. Page 1 of 3 Florida Building Code Online Lyndon F. Schmidt, P.E. Florida Engineer or Architect I r I IIFBCStaffIBasSiteMapIUnlaSeard HotTopta I submw Surd+aNfaeIsu a Fads I P Dtto'= kbauoeWSHomoIraumIoserPMLk'-"- Florida License National Accreditation and wriProduct Approval Ustar: PupOc user Quality Assurance Entity Contract Expiration Date 17/31/2018 ADDlimtlon Defa11 FL* ' FL.15DOD-112 Revision Application Type 2014 Code Version Approved Application Status Comments p Archived Standard and Year (of Standard) Therma--Tru Corporation Product Manufacturer 118 Industrial Drive Address/Phone/Emall Edgerbon, OH 43517 ASM D1929 419) 298-1740 ridcw@rwbldgconsultants. com Authorized Signature Vivian Wright Hdnrorwbldgconsultants.com Technical Represenbtive Address/Phone/Emall Quality Assurance Representative Address/Phone/Ematl Exterior Doors Category Swinging Exterior Door Assemblies Subcategory Evaluation Report from a Florida Reglstered Architect or a Ucensed Compliance Method Florida Professional Engineer Rived Evaluation Report - Hardcopy Name who developed Lyndon F. Schmidt, P.E. Florida Engineer or Architect the Evaluation Report PE -43409 Management Institute Florida License National Accreditation and Quality Assurance Entity Contract Expiration Date 17/31/2018 Quality Assurance Ryan J. IOng, P.E. ReceivedHardcoPYValidatedBy0ValidationChecidist - Certificate of Independence FI 3 5000 oZ r nT [ Prtlfif Of Inde e nieD.Qdf Year Standard and Year (of Standard) 2005 Referenced AAMA(WDMp/CSA101/IS.2/A440 1996 ASM D1929 1999 ASTM D2843 2003 ASTM D635 1998 ASTM E1300 2DDD ASTM E84, 1995 ASTM G26 1994 TAS 202 Equivalence of Product Standards.Florida Licensed Professional Engineer or Architect Certified By o c., ,tv fL 1 0500ivofndardsodf Page 2 of 3 Florida Building Code Online c assic° or'Smootih-Star' B'0 °Non-NonOpaque Fl erg Fiber -Cl 15000.3 Sidellte(s) ( X, OX or XO, OXO, XX, OX 0(0 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A aother. dditional use limitations, nstaST: LS000.3 for 0atilon nst actions ands, any product particulars. (This product approval requires have been of'J° part number doors and sidelitas, stained or painted within 6 monttrs of installation) 15000.4 d. -Fiber-Classic' or 'Smooth -Star' Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Reslstant: No Design Pressure: N/A pressuregn a Othedditior. naleuse I mibtions, InstalST 15000.4 for Dlatllon Instructions and any ct particulars. produ( This product approval requires the use of °J° part number doors and s^dfttof i 1dr have been Installation Instructions o conn R7 17 INET 5000.3.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409CreatedbyIndependentnirdParty: Yes Evaluation Reports conn R7 AE EVAL 15000.3.odf Created by IndependentThlni Party: Yes ` 8'0 'Non -Impact! opaque eOX o Fe gl s Door with h & without Sidelite(s) - Inswing (X, Configurations) Installation Instructions Schmidtt, P.F. ay 5000 RaII INS r 5000 , P. 43409 Verified BY, Lyndon F. Created by Independent Third Party: Yes Evaluation Reports ra 15000 R2 AE EVAr 5000.4.odf Created by independent Third Party: Yes stained or painted within 6 mo bl Flbertjlass Door - Outswing 15000.5 e. °Fiber -Classic or °Smooth -Star' ^ ng -* Co gu tlons) u e I Sections from the Code Method 1 Option D Product Approval Method 05/29/2015 Date Submitted 06/28/2015 Date Validated 07/05/2015 Date Pending FBC Approval 08/19/2015 Date Approved Summa of Products Description FL # Model, Number or Name a. °Fiber lassie or'Smooth-Star° Ion -It! opaque Fiberglass Door with & withSidelite(s)m Otswing (X, OX orr XO, OXO, XX, OXXO out 15000.1 Configurations) Installation Instructions t 5000.1.odf Limits of Use Approved for use in HVHZ: Yes outside HVHZ: Yes p, nZ EHgVerifiedBy: Lyndon F. Schmidt, P.E. 43409F Created by Independent Third Party: YesApprovedforuse Impact Resistant: No Evaluation Reports n EVAL SOOO.S.odf Design Pressure: N/A Other. See INSTsar ; N/A 1 for Design Pressure Ratings, any mro Ictapp l Instructions andthe AE Created by Independent Third Party: Yes useadditionaluselimitations, ( ThThis P which have been ofproduct31 p particulars. of 31 part number doors and sidelites, 6 of Installation.) stained or painted within months FoeglaXO1 s Doo with w thout b 'Fiber -Classic' or'Smooth-Star, 6'8 'Non -Impact° Opaque OXX Sldelite(s) - Inswing (X, 15000.2 Configurations) Installation Instructions Limits of Use Approved for use in HVHZ: Yes outside HVHZ: Yes Vaed By: Lyn don F. Schmidt, P.E. 43409CreatedbyIndependentThirdParty: YesApprovedforuse Impact Resistants No Evaluation Reports e eF EVAL 15000.2.odf Design Pressure: N/AOther. See INST 15000.2 for Design Pressure Ratings, anynsand. Instaliaapn Innstructproval Created by Independent Third Party: Yes. additional use limitations, Thsproduct oulres the use product particularsof °J' part number doors and sidelites, which have been6ofInstallation) stained or painted within months b lass Door with 13 without c assic° or'Smootih-Star' B'0 °Non-NonOpaque Fl erg Fiber -Cl 15000.3 Sidellte(s) ( X, OX or XO, OXO, XX, OX 0(0 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A aother. dditional use limitations, nstaST: LS000.3 for 0atilon nst actions ands, any product particulars. (This product approval requires have been of'J° part number doors and sidelitas, stained or painted within 6 monttrs of installation) 15000.4 d. -Fiber-Classic' or 'Smooth -Star' Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Reslstant: No Design Pressure: N/A pressuregn a Othedditior. naleuse I mibtions, InstalST 15000.4 for Dlatllon Instructions and any ct particulars. produ( This product approval requires the use of °J° part number doors and s^d fttof i 1dr have been Installation Instructions o conn R7 17 INET 5000.3.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409CreatedbyIndependentnirdParty: Yes Evaluation Reports conn R7 AE EVAL 15000.3.odf Created by IndependentThlni Party: Yes ` 8'0 'Non -Impact! opaquee OX o Fe gl s Door withh & without Sidelite(s) - Inswing (X, Configurations) Installation Instructions Schmidtt, P.F. ay 5000 RaII INS r 5000 , P. 43409 Verified BY, Lyndon F. Created by Independent Third Party: Yes Evaluation Reports ra 15000 R2 AE EVAr 5000.4.odf Created by independent Third Party: Yes stained or painted within 6 mo bl Flbertjlass Door - Outswing 15000.5 e. °Fiber -Classic or °Smooth -Star' ^ ng -* Co gu tlons) u e Florida Building Code Online J3mits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant, No Design Pressure: N/Aother: See INST 15000.5 for Design Pressure Ratings, any additional use limitations, installation instructions andproductparticulars. (This product approval requires the use painted within 6 months of in- jo part number doors, lstaladoch hav^) been stained or 15000.6 f.'Flber-Classic° or'Smooth-Star" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant. No Design Pressure: N/Aother. See INST 15000.6 for Design Pressure Ratings, any additional use limitations, installation Instructionscooreqnsa d res theuse product particulars. (This product approval of 7' part number doors, which have been stained or painted within 6 months of Installation.) Page 3 of 3 Installation Instructions t00 0 R2IIINcr Snn0.5:bdf Verified By: Lyndon F. Schmidt, P.E. 43409CreatedbyIndependentThirdParty: Yes Evaluation Reports u„ R2 AE EVAL SSOOO.S.Ddf Created by Independent Third Party: Yes 618 "Non -Impact- Center Hinged Glazed Fiberglass Double Door - Inswing (OX or XO Conflguratlons) Installation Instructions Fl i500D R II INST SSDOO.6.Dt 43409VerifledBy: Lyndon F. Schmidt, P.E Created by Independent Third Party: Yes Evaluation Reports l t500D.6.odfFl15000R7AEEVA Created by Independent Third Party: Yes asdr E9 o ad Telh''— ' u a7aoag•••"• p, -1 4 Admd r jMVj;: The Stats a Rorlds Is an ANffD enWloyer. do not Send Undo Florida law, emsa addreaes ere puldk records. U you do not want your rma0 address relessed M resptors, m a contact BSO s VADS 1 Ilr M a¢t>s'ed under WpW 455, F.S. must P file Dopar- record, V m email t wish t V Under mea la 1, odRY. Luteal, rnMed the otnx by phi or by tradrdonill mail. U you have curry queyyor>„ DIS mnbar 850.467.]395. `FursuaMRondaStables,;li;ii ve October 1, However wall sddrsm are publk remrd. )7 you do not wish to Seddon 455.275(1), To detnndne H you are a Iirxasm under they have one. The emacs Pi ey be USe rbnert 1 WMMunl®tlon weft the 6Q+be ffede supply a personal addrew, ptem p with s 45ir s pilose ofldt a tale to the pubac. product Appy Accept= FM I THERMAITRU THERMA TRU DOORS 1 19 INDUOYMML ON., sli,99 CN. ON 43917 FIBER CLASSIC" / "SMOOTH STAR" 8'0 INSWING W/ & W/OUT SIDELITES FIBERGLASS DOOR NON -IMPACT' GENERAL NOTES I. This product has been evaluated and Is In compliance with the 51h Milan (20141 Florida BubdGlg Code (FBC) slrualural requirements Including [he " lbph Velocity Hualcane Zone' (HVH4. 2. Produal anchors shall be as Baled and spaced as shown on delalb. Anchor embedment to base material shall be beyond wap dressing or stucco. 3. When used In the 1WW this product Is required to be protected with an Impact resistant covering that complies with Section 1626 of the FBC. 4. When used In areas outside of the'HVHr requiring wind borne debxb pmfecllon this product is required to be protected with on Impool resistant covering that complies wllh Section 1609.1.2 of the FBC. 5. For 2u stud Gaming construction, anchoring of these units shad be the same as that shown for 2x buck masonry construction. 6. Site condillons that deviate from the detab of this drawing require further engineering analysis byalicensedengineerorregisteredarchIlect. 7. This product does not meet the water infiltration requirements for the 41VHr. IrlswIng units shall be IrotaOed only in non -habitable areas or at habitable locations protected by an overlong or canopy such that the angle between the edge of canopy or overhang to s® Is less than 45 degrees. 103M MAX OVERALL FRAME WIDTH sHR TABLE OF CONTENTS SHEET/ DESCRIPTION 1 cal elevalbns est n sures 6 general rales 2Door ane del Smoot ala 3 • l deDoordetabs Fiber 1 SIde01e Panel delob 6 glazing de abs 5 venical cross sections 6 Hodwrillil cross sections 7 Horizontal cross sections fl buck V Frame a 10 Frame anchoring 11AI de 12 oma Wh&Components 103M MAX OVERALL FRAME WIDTH sHR 0",.... o . 1 193... IN-ACOVE ACTIVE e e V e 37-V MAL SEE DETAIL A-/ [ ESHEET6B DOUBLE W/SIDEr OTs INSYNN NIT OXXO - - SEE L 46.50' MAIL OVERALL WI01N SHEET 6 5 5 SINGLE W/SIOEI rtsrc INSWING UNIT 0 0 SINGLE +67.0 -67.0 DOUBLE +47.0 -47.0 +60.0 -60.0 SINGLE + 47.0 -47.0 +60.0 -60.0WITHSIDEUTESELITES toxo. on JK 1 FL -15000.4 A 36.= MAX. DOOR PANEL WIDTH 2 2 P3 I E9 2J S,a 2 O v N — ci U'1a/ t 0 Smooth Star Q HORIZONTAL CROSS SECflON 2 DOOR PANEL 4.o3r rte• L 1bls — C f t n LATCH STILE TOp RAIL SMOOTH STAR) ' (SM00TH STAR) HL STILE it BOTTOM RAIL SMOOTH STAR) (S17 STAR) L? l VERTICAL CROSS SECTION V DOOF PANEL M 02/24/12 N.T.S. 9 G m JK m' c m LFS R OW FL -15000.4 u xr 2 w 12 v% ^ HNA r! ZZ3' Sia V 4 M 02/24/12 N.T.S. 9 G m JK m' c m LFS R OW FL -15000.4 u xr 2 w 12 3 $ 3&07MAX. DOORPANS, Z,,, 1393 Hilo DQDR PANFl Fiber Classic 1 HORIZOt DOOR PANEL LATCH STILE FlBER CLASSIC) it TCP RAIL FIBER CLASSIC) 4 HINGE SALE FIBER CLASSIC) 5 BOTTOM RAIL SER CLASSIC) VERnCAL CROSS SECAONCROSSSECAONJDOORPANEL a o ME n a o 2 u 02 24 12 i N.T.S. 9 FM en JK m' x + LF5 3 oun xa d FL -15000.4 0 x -L ar 12 ^ I/TG1A55 25" STEEL INTERCEPT CLASS THK. M41SEESPACER 5" INS NOTE 1 umT _r.. w ti SMC LIEE FRAM 13.9375'MAR. PANE. WIDTH ry e71N^ 7.125 MAR. D.LO. WIDTH 1/2" MIN.JJ AIR CLASS THK. 40 CLASS r1/TGLASS LKM=IP G- TEa. MPERED CLASS ft, SPACE 1/8' TEMPERED 25" STEEL CLASS X10 INTERCEPT SPACER 40 28 SEE NOTE 1 5' INCI11 e7FP1 d •. - ... i PV( IITF FReA! e 1 DETAI 28 41 8 J8 SEE NOTE i HORIZONTAL CROSS SECTION 4 SIOEUTE PANEL 1 215! 4 r+- I.dB• 2.579' 1.476• I r-- me PLA8TiC IP LITE FRAME 4 -526• txTRUOIb PVC PLASTIC UP ED SMC 1 UTE FRAME 7 E?fTRU0 SIDFI M EM Smooth Star 1/2" MIN. CLASS THK. TEMPERED CLASS AIR SPACE 1 MP8" EREO CLASS 02 VERTICAL CROSS SECTION 4 SIDELITE PANEL HOg: I I. Spacing for Item 128 & 141 (lite from. screws) T71531' +I • I.571•-i Is as follows: From the bottom up on sides; 8.50. SIDEUTE TDP with (7) Moro spaced at 8.875• o.c. there are (2) L&BOTTOM RAIL screws both top and bottom at 2.125" In from eachFlNGERJOINTEDPONDEROSAPINESG -0.43 Je SIDELfIE BLANK SIDE S77LE comer. FIN JOINTED PONOEROS4 PINE SG -0 CK pn I E n F 3 z m 02 24 12 1 m N.T.S. 9 U. an JK a' I an LFS uewc rm, FL -15000.4 = 0 11 4 v 12 L IRTICAL CROSS SECTION 2 SEE NOTE 2 e M . SEE NOTE t D VERTICAL CROSS SECTION5 P !C fg G 1. The sldelite is direct +et Into the Jamb with (12Item ) 4J o 8 x ,2" plh. wood t i lea 02 24 12 i 9 4 da`I 1 VERTICAL CROSS SECTION5Shawnw/lx sub—buck OPTIONAL SURFACSEEDESIGN E BOLTS ON ACME PANELPRESSURECHART) 1. The sldelite is direct +et Into the Jamb with (12Item ) 4J o 8 x ,2" plh. wood c screw. at each vertical Jamb. P There are (4) J 1 J from the to down at 13.5', 48.5" & 66", fiero i i oro (2) at the header at+ 1J a 82)4" from the outside comere of the frnma. them are 02 24 12 i x 2-17 plh. wood screwsill, 4" Irorn the outof the comers. N.T.S. oso JK 9 m 2. OPTIONAL SURFACE BOLTS ON qCllr PANSSEEDESIGNPRESSURE as<. sn LFS 3 a CHART) 15000.4 n a sneer 5 a 12 f l• I/4"MW. cMO. (fTP.) 3 HORIZONTAL CROSS SECTION6 HM. 1. ThIdsllts Is direct set Into the Jambwith (12) Item /4J a & x 2" pfh. wood at Jamb_. from the top down aat 13.5-. 31.. 5 do 68 There are (2) at the headerat4" from the outside comers of thefrom.. there are (2) /IJ a 18 x 2-1/2" pfh. wood screw at the sill. 4" from theoutsidecomers. Zl/ G3 OPTIONAL SURFACE BOLA N ACTIVE PANELSEEDESIGNPRESSURECHART) 2 HORIZONTAL CROSS SECTION6 a FE ds 0 a o c z a FL - 24 12N.T.S. JK a' LFS15000.4 " 0 I u 1111111 v dj! V 4 e= OPTIONAL SURFACE BOLA N ACTIVE PANELSEEDESIGNPRESSURECHART) 2 HORIZONTAL CROSS SECTION6 a FE ds 0 a o c z a FL - 24 12N.T.S. JK a' LFS15000.4 " 0 1 HORIZOKTAL CROSS SECTION 7 e1QIEt I. The eldellte Is direct set into the Jamb with (12) Item 143 a 18 x 2"pp,, wood screw. There are (4) at each vertical Jamb, from the top down at 13.5 ; 31-. 48.5" do 66. There are (2) at the header at4' from the outside comers of the !roma. them aro2) /13 a /e x 2-1/2' pfh. wood screw at theelll, 4" from the outside comers. 2_1 HO 7 IV/9 SEE NOTE I t J HORIZONTAL CROSS SECTION 7 151 MIN. C -SINK MIN. ITP.) rg0 a 9m R s z 8 M 02 24 12 i N.T.S. 9 c JK m' K on LFS QW0 so. d FL- 1LF S 5000.4 a 0 7 or 12 n 2X B II TYP. HEAD I I & JAMBS II II II II I MULUONII SHOWN FOR II REFERENCE II II II II I I I II II I II II I ASTRAGAL II I SHOWN FOR II I REFERENCE II I II I II I II I MUWON I SHOWN FOR II OREFERENCE II I II a I I I II I II I II II MASONRY OPENING CONCRETEANCNOR NOTES• 2X 1. Concrete anchorbcaflons at the comers may be ocllwted to maintain the min. f edge distance to mortar/oints. 2 Concrete anchor Iocoibns noted ar MAIC ON CBJ Wmust be ocVwted tomaintGlnthemin. edge distance to martar/ofnh. addlfbnal convete anchorsmayberegUtoenwrethe ."MAK. ON CENIER-dimension are not exceeded. 3 Concefeanchortable: 4••`•F.IS?f; '?1NG'18k• :.,'•% :7GIIHs^:. :•',;,!N:::'E+±IRplil'r,."IN.11i:-':Cl ltRi9NG• Tj't'fc.i?a : '.,S Z ':: i1i86(EI$M'LJI"; '.P_•3NA4?NR .` :Ao RiRHF; s ..... v :...::.::_ : dtiisG'•_ }::; _c stJH61f1-?; ITYV TAPCON° 1/4" 1.1/4" 2" 4" ELCO ULTPACON 1/4" 1-1/4" 1' 4- 4' II II II II II Je II II TYP. HEAD II II do JAMBS II II II MULUO I II II II SHOWNFORII II REFERENCE II II I III II SHOWNFORII II REFERENCE II II II II II II II MASONRY OPENING 2X V d IIOS!&LE BOOR BUCK A_ NCafta f4. I is 14 eZ° 0 3a z 0 m a a B I I TYP. HEAD do JAMBS I `ASTRAL I SHOWN FOR I REFERENCE I I a I I a a I I I I I IIOS!&LE BOOR BUCK A_ NCafta f4. I is 14 eZ° 0 3a z 0 m a d t mo z 8 uoc 02 24 12 i asurz N.T.S. 9 on JK o' osc or. ' LFS 3 orttiwow fro. a FL -15000.4 0 aa¢r-1 ar 12 B. _...I r— 'A' IF T MASONP H4:li-; ;;r:IY11Nt.::_-;; iiYPEx; .:'-.;;-:: TIFF _•t ill Ii13jNENY,:::=T4h1tS..4 I; C OPENIN FRAN RW TAPCON° 1/4" 11/4' h 4" oErAIL "z• r 2X BUC 1J IvNSTM TION SEE DETAIL E J" 43 TYP. HEAo & TALLATIMCHEAD VIEW "R"— h B. _...I r— 'A' IF T i H4:li-; ;;r:IY11Nt.::_-;; iiYPEx; .:'-.;;-:: TIFF _•t ill Ii13jNENY,:::=T4h1tS..4 I; C I10ENh+: SEE RW TAPCON° 1/4" 11/4' 2' 4" oErAIL "z• r WOOD SCREW INSTA 1J IvNSTM TION Jo W/IX 9uCK I115TA11ATON E 43 TYP. HEAo & TALLATIMCHEADTYPJAMBSOBUCK C O BUCK SEE DETAIL "1' i+'•. TYP. SILL 14 DEt e• _J I _,_ A. DOUR F DOOR WISIDEI nF CONCRETBANCH—NOTES: I. Concrete anchcflocollmu at the comers may be adjusted to maintain the min. edge distance to morfarlolnts. Z. Concrete anchor locaf xis noted as "MAX. ON CtNTER"must be adjusted to maintain the Mn, edge distance to mortar jotnfs, addlllonal concrete anchors may be requied to ensure the "MAX. ON C13JW dimension ore not exceeded. 3. Concrete anchor tnhln, 4_NCNt k lG9NC:• IVIIN:I;AR ttVCH4:li-; ;;r:IY11Nt.::_-;; iiYPEx; .:'-.;;-:: TIFF _•t ill Ii13jNENY,:::=T4h1tS..4 I; C I10ENh+: RW TAPCON° 1/4" 11/4' 2' 4" 1 ° J/16' 1.1/4• TApCON 3• 1.1/2" WOOD SCREW INSTA 1. Maintain o minimum TION NOTES 5/8" edge distance, 1 and distance, b 1"o.c. spacing ofwoodscrewstopreventthespllllingofwood. T THESE (2) ANCHORS •C• AREO'D ONLY WHEN DP > 47 PSF s• 10 NP , MASONR OPENIN FRAM 2X BUC X UL 5" J. T I J C" A• VIEW ",4•—A• SINGI F DOOR W/SIDEI M 13 411 30 30 W/2X BUCK IJ 0 INSTALLATION J 1 31 iJ W/1X BUCK 4e INSTALLATION DETAIL •t• DETAIL "2" ASTRAGAL do SURFACE BOLT STRIKE PLATES O HEAD 13 31 31 1J a 30 n 30 DETAIL "1" • SURFACE BOLT STRIKE. PLATE O THRESHOLD rc 02/24/12 i 4b N.T.S. 9 a m JK o' L en LFS UAW NW FL -15000.4 0 aY OF -12 fzX 9ucK TALLATON BUCK TALLATIMCHEAD O BUCK DEt ki L 14 1 1 X UL 5" J. T I J C" A• VIEW ",4•—A• SINGI F DOOR W/SIDEI M 13 411 30 30 W/2X BUCK IJ 0 INSTALLATION J 1 31 iJ W/1X BUCK 4e INSTALLATION DETAIL •t• DETAIL "2" ASTRAGAL do SURFACE BOLT STRIKE PLATES O HEAD 13 31 31 1J a 30 n 30 DETAIL "1" • SURFACE BOLT STRIKE. PLATE O THRESHOLD rc 02/24/12 i 4b N.T.S. 9 a m JK o' L en LFS UAW NW FL -15000.4 0 aY OF -12 H DErAiL W L VIEW •R•—"B• T ••B A. r. SEE 1J I sX BUCK DETAIL 2• _ MASONRY INSTALLATION OPENING JY W/1X BUCK $ INSTALLATION TYP. NERD & FRAME JAMBS - O 2X BUCK–\. SEE I4 rrP• SILL DETAIL '1- sEE DETAIL •4- r1,7 I I IAhk1 — VIEW C ---G• A- DOU911' DOOR CONCRETEANCHOR NOTES: 1. Concrele anchor locations aF The comer may be 04usted to molntaln the mim edge distance to mcdar/oinh- 2. Concrete anchorlocallons noted as "MAX ON CENIER' must be adjwted to maintain the mire. edge distance to mortar/olnts, addltlond concrete anchors may be requtred to gnsure the WAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor fa61e: FA N... TQAOJj1lr"EQ/TM143ofL1Y ITVY aTAPCON 1/4" 1-1/4' 2" 4" Irw TAPCONe 3/16 1-1/4" 3- WOOOSCREWIN9TALLARON NOTU., 1. Maintain a m6dmum 5/B" edge distance, 1' end distance, & 1 • o.c. spocing.oiwoodscrewstopreventthespoilingorwood. W/1X BUCK INSTALLATION V2x 9uCK TAUATION to T W ZJC BUCK INSTALLATION J9 W/IX BUCK MASONRY 11•ISTALLATION OPENING TYP. HEAD JAMBS FRAME — 2X BUCK SEE U DETAIL s• 14 TYP. SILL — SINGLE DOOR 49 J0 30 W/2X BUCK 13 0 INSTALLATION 31 31 13 W/1X BUCK INSTALLATION ' DETAIL '2" 13 ASTRAGAL do SURFACE BOLT STRIKE PLATES ® HEAD DETAIL -3• ' L n J1 J1 c F z a° 02/24/12 30 0 30 stun N.T.S. 9 RETAIL -I" – ° m M JK ro SURFACE BOLT STRIKE PLATE THRESHOLD FL -15000.4 0 sr¢cr 10 w 12 4--1/ OETAII W/IX BUCK50 INSTALLATION W/2X BUCK 13 INSTALLATION DErAIL "4' ow-.-- SEE NOTE 1 2a ASTRAGAL U12L HM 1. THE ASTRAGAL BOLT HAS A 3" THROW AT YHE TOP ANO THE BOTTOM. L m JK t oW LFS A ww FL -15000.4 s 11 a 12 I 8 9. yp fo a a a Sz L m JK t oW LFS A ww FL -15000.4 s 11 a 12 I nmaw—mu um Ur Tm5xclAss `• `' ao oollwsrE - S% •' a a 1001190 .750' r-- '.,)''••.........• '•; o o u R11Y u a •: RIW v v V NZ STEEL O O FUW O Qp\ X ; o L i SIM O a m d a RE CONCRETE 4. C C2 51EE1 SURFACE BOLT (N 2S' c_TF'FI1 r—S S4I Snit 46 -- a Snit MAL Nm 11000 JO SURFACE BOLT STRIKE PLATE (.125- STEELI >o o Jz ID63' mS Now os IDES --• — 1 m SIEEI o Al11WN1111 I a A.910 = — g Nm` : 19yffSIMiCa WK Snit SIEEL SIM20 21 WOOD FRAME P+C 2 J FINGER JOINTED PONDEROSA PINE, SG -0-45 r SYC 28 INS N • DOOR BOTTOM SWEEP K000 VINYL .080' MAX. WAIL. 8 6900 .035' MIN. WALL r 5750' L. cul. u• FF JK 15 INS SIDELITE LFro0.09' EXTRUOEO VINYL WALL 15000. 42or12 3/2/2016 Florida Building Code Online RegulationProfessional fil BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats 0 Facts I Publications I FBC Staff I BCIS Site Map I Links Search Florida Y" Product Approval It USER: Public User vJ1.r,L' a product Aeoroval Menu > Product or Agollrstlon Search > Application List Search Criteria Code Version 2017 FL# 14634 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL LEL . IYJM Manufacturer Validated By, Status FL14634-R3 Affirmation Ply Gem Windows Locke Bowden Approved Category: Exterior Doors 334) 300-1600 History Subcategory: Sliding Exterior Door Assemblies npproveo Dy uurn. APprOvals Dy vorK sn 11 DC ICV1- 011W lo....w IT ...c .v._ o,,..,... I — Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. CODyriOht 2007-2013 State of Florida.:: Privacy 51atement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact BS0.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: N® Credit Card Safe https://flofidabuilding.org/pr/pr app_Ist.aspx 1/1 3/2/2018 Florida Building Code Online FLOP110f, OIIPAWW.UJT OF 6-0Business • Professional BCIS Home I lag in I user Registration I Hot Topics Submit surcharge Stats S Facts Publications FBC stall eas site Map Unks Search FlOflda IFdY 1 ' Product Approval V I USER: Public User ZZY io I' Product ADDroyal Menu > Product or Aoollcation Search > goollcatlon Ust > Application Detail P OFFICE OF THE FL # FL14634-R3 SECRETARY Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code N Ply Gem Windows 433 N. Main St. Rocky Mount, VA 24151 614)532-3596 luanne.harris@plygem.com Luanne Harris luanne.harris@plygem.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Hermes F. Norero, P.E. PE -73778 12/31/2018 Locke Bowden I Validation Checklist - Hardcopy Received FL14634_R3_COI COI PLY GEM SS 2015-02-19 Ddf Standard Year AAMA/NWWDA 101/I.S.2 1997 ASTM E 330 2002 t -'l afFlrm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. https://floddabuilding.org/pr/pr_app_dtl.aspx?param= wGEVXQwtDgsw8ZVNfe8A7W2WiKtB2e7zb3WjO6AH0629BgxzpRrAhwa/ o3da/o3d . 1/3 3/2/2018 Florida Building Code Online Documentation from approved Evaluation or Validation Entity •_ Yes No N/A FL14634 R3=Q_SA14634.Ddf Product Approval Method Method 1 Option D Date Submitted 10/12/2017 Date Validated 10/12/2017 Date Pending FBC Approval Date Approved 10/17/2017 Summary of Products FL # Model, Number or Name Description 14634.1 Builder Series 4780 Sliding Glass Door (XX) Limits of Use Installation Instructions Approved for use In HVHZ: No FL14634 R3_U_PGW063 SS 2015-01-02.pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +25/-50 Evaluation Reports Other: Without sill riser FL14634_g3_AE PER3054 SS 2015-01-02.odf Created by Independent Third Party: Yes 14634.2 Builder Series 4780 Sliding Glass Door (XX) Limits of Use Installation Instructions Approved for use In HVHZ: No FL14634_R3 II_PGW063 SS 2015-01-02.pdj Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +50/-50 Evaluation Reports Other: With sill riser FL1463 _F33_AE PER3054 SS 2015-01-02.12df Created by Independent Third Party: Yes 14634.3 Builder Series 4780 Sliding Glass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL14634_R3_13_PGW064 SS 2015-01-02 po_f Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +30/-30 Evaluation Reports Other: Non -reinforced. See installation detail for available F 146 _R3_M_PER3055 SS 2015-01-02.odf sizes and configurations. Created by Independent Third Party: Yes 14634.4 Builder Series 4780 Sliding Glass Door Limits of Use Installation Instructions Approved for use in HVHZ: No F 1L4634_R3_I1 PGW065 SS 2015-01-02.pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +35/-35 Evaluation Reports Other: Reinforced. See installation detail for available sizes FL14634_U_9f_PFR3056 SS 2015-03-02.odf and configurations. Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1624 The State of Florida Is an AA/EEO employer. Cy. ,pyA h[ 2007.2013 State of Florida.:: Vrlvacv Statement :: Aaesslblllly Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. IPyou do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: Credit Card Safe https://floddabuilding.org/pr/pr app_dtl.aspx?param= wGEVXQwtDgswBZVNfeBA7W2WiKtB2e7zb3WjO6AH0629BgxzpRrAhwa/ o3d%3d 2/3 3/2/2018 Florida Building Code Online https://floddabuilding.org/pr/pr app_dtl.aspx7param=wGEVXQwtDgswBZVNfe8A7W2WiKtB2e7zb3WjO6AH0629BgxzpRrAhw%3d%3d 313 INSTALLATION NOTESI 1. TWO (2) INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR LOCATION SHOWN. 1. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATONANCHORS WITHIN A TOLERANCE OFS1/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR IAYOUTOEMIL (LE. WITHOUrCONSIOERATON OF TOLERANCES).' TOLERANCES ARE NOrNMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEAT. 1. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(5(. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIMHS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. FOR INSTALLATION INTO WOOD FRAMING, USE II1Z WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/1 INCH MINIMUM EMBEDMENT. 6. FOR INSTALLATION THROUGH IX BUCK TO CONCRETE/MASONRY- OR DIRECTLY INTO CONCRETE/MASONRY, USE 1/6 INCH ELCD TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 2112INCH MINIMUM EMBEDMENT. T FIINIMUM EMBEDMENT AND EDGE INISHES, INCLUDING OUT LIMITED TO DISTANCE L TUCOO, FOAM, FBRICK VENEER, AND SIDING. B INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST of MAGE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 9. FOR GROUT FILLED BLOM 00 NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELLOFBLOUL 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANGOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD. MINIMUM SPECIFIC GRAVITY OF QSS. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 9000 PSI. C MASONRY. STRENGTH CONFORMANCE TO ASTM C -90 - MINIMUM COMPRESSIVE STRENGTH OF 1500 PSI. PLY GEM WINDOWS BUILDER SERIES 4780 ALUMINUM SLIDING GLASS DOOR (2 -PANEL) GENERAL NOTES: L THE PRODUCT SHOWN HEREIN if DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE, EXCLUDING HVNL AAMAINW WOA 101/13.2.91 Z. ADEQUACY OF THE OUSTING STRUCTURAL CONCRETE/MASONRY, 2X AND STEEL STUD FRAMING AS A MAIN WINO FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3, IX BUCKS (WHEN USED( SHALL BE DESIGNED AND ANCHORED To PROPERLY TRANSFER ALL TO STRUCTURE BUCK DESIGN AND NSTALLAL ON IS -1 E RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION, A. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONOTTONSSOR A SPECIFIC SITE IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 5, APPROVED IMPAR PROTECTIVE SYSTEM IS REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPAR RESISTANCE. 6. DOOR FRAME MATERIAL ALUMINUM 6063-76 7, GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SEE SHEET 1 FOR GLAZING DETAILS. F DESIGNATIONS'JP AND q'STAND FOR THE FOLLOWING: X: OPERABLE PANEL O: FIXED PANEL TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A INSTALLATION 6 GENERAL NOTES 2 ELEVATION & ANCHOR LAYOUT 3 VERTICAL SECTIONS HORIZONTAL SECTIONS & GLAZING DETAIL a PLyVGE 431 FL OADI ST-ro FOX F7F. ROLT7 NOUNF, YA 14I31 Na 640464i149 rA 640414-6603 m co u1 vgqgqt F9 Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2015.01.0213:02:52 -05'00' DESIGN PRESSURE RATING SIZE SILL OPTION DESIGN PRESSURE MISSIIE IMPACT RATING 96" X 96' 1 WRISSR L +25/-50 PSF NOT RATED 96" X 96' W/ SIU' I .50/-50 PSFI NOT RATED RISER PIN OCVT Y = Q H SSSS v Z DWG #: PGW063 SHEET: 1 OF 4 F ELEVATION 20.. C. TYP MAX O.C. yp 00• MAX. FROM CORNERS TYP. x• •X' r 20.75• MAX. O.C. TYP. ANCHOR LAYOUT 6.W MAX. FROM CORNERS TYP. INSTALLATION ANCHOR PP-17Ly GEty wuruows 422 M MAW ST.PO NOX 5". ROCKY MOVW. VA 24131 M $40-404.6341 04 540.444-6463 Q O m T S vi4lmd v911 734 m3 W 7 mW m as 6 1r1 12 D Tm Z O ZLuO ix a n m m I;yFwFZ v Z os c u lin DWG # PGW063 SHEET: 2 OF 4 PERIMETER CAULK BY OTHERS 21/2" MIN. CONCRETE/MASONAYEMBEDMENT BY OTHERS••4 k 1/4, ELCO TAPCON INSTALLATION ANCHOR 1/2- MIN. EDGE DISTANCE R ca tn V, VERTICAL SECTION n 3SIU.-CONCRETE/MASONRY DWG #: PGW063 SHEET. 3 OF 4 i/z* MIR EDGE DISTANCE A P Ly. ma CONCRETE/MASONRYCC 1/4' ELCO TAPCON By OTHERSY 433KMAIN 3T.FO60X5"- INSTALLATION ANCHOR 21/2' MIN. pjOW MOUNT. VA 24191 EMBEDMENT CAULK BETWEEN rA 5404644349 FYJ 540 -464-NA3 CONCRETE/MASONAY & IX WOOD SUCK BY OTHERS• 1/4' MAX 40 EXTERIOR FINNISH SHIM SPACE it BY OTHERS mx PERIMETER CAULK BY OTHERS T 3/4' MIR EDGE DISTANCE CL .00 12 WOOD SCREW Ix WOOD BUCK By OTHERS O.A. DOOR INSTALLATION ANCHOR Ild ROOFING NAIL ZX WOOD FRAME flu, 13U aHEIGHTSEEGLAZING INSTALLATION ANCHOR BY OTHERS a I bETAILI INTERIOR OPTIONAL) CAULK BETWEEN 11/2. MIN. ca 'u e EXTERIOR FIN 6 ZX WOOD STUD EMBEDMENT BY OTHERS 3. CAULK BEHIND 1/4' MAX. SKIM SPACE B VERTICAL SECTION FLASHING & OVER NAILS BY OTHERS 3 HEAD-CONCRETE/MASONRY EXTERIOR FINNISH BY OTHERS z PERIMETER CAULK BY OTHERS Zz O.A. DOOR 0 HEIGHT EXTERIOR INTERIOR INTERIOR LU EXTERIOR SEE GLAZING DETAILI OOR HEIGHTSEE GLAZING VERTICAL SECTIONDETAILIPERIMETERCAULKrc--,\ Q BY OTHERS J HEAD. ZX WOOD FRAME PERIMETER CAULK BY OTHERS 21/2" MIN. CONCRETE/MASONAYEMBEDMENT BY OTHERS••4 k 1/4, ELCO TAPCON INSTALLATION ANCHOR 1/2- MIN. EDGE DISTANCE R ca tn V, VERTICAL SECTION n 3SIU.-CONCRETE/MASONRY DWG #: PGW063 SHEET. 3 OF 4 1 1/2' MIN. EMBEDMENT 12 WOOD SCREW INSTALLATION ANCHOR L 3/4• MIN. EDGE DISTANCE 2X WOOD FRAME BY OTHERS 8d ROOFING NAIL INSTALLATION ANCHOR' OPTIONAL) CAULK BETWEEN FIN 6 ZX WOOD STUD BY OTHERS EXTERIOR FINISH BY OTHERS CAULK BEHIND FLASHING 6 OVER NAILS BY OTHERS PERIMETER CAULK BY OTHERS SEE GLAZING DETAIL I 1/4' MAX. SHIM SPACE HORIZONTAL SECTION I JAMB -2X WOOD FRAME HORIZONTAL SECTION 4 INTERLOCK O.A. DOOR WIDTH acIw G S/8' O.A. INSULATED EXTERIOR I I GLASS L" iSHIMSPACEYVN[7UW$ o 2 1/2' MIN. 45 K VADI ST. ro SOX ur. IUIW MQUW. VA 21151 EMBEDMENT LL 2 1/2' MIN. EDGE DISTANCE n0 940A63454 M 540.444663 6 S p m WV) NaS = n z d tYZiQ DWG #: CONCRETE/MASONRY u it ' i 1 G` AV, 0 6 3V4OF l :: BY OTHERS 1/4• ELCO TAPCON ZmF FI o { INSTALLATION ANCHOR w a CAULK BETWEEN IX WOOD BUCK 6 m Q n 1' ; •, : CONCRETE/MASONRY BY OTHERS EXTERIOR FINISH BY OTHERS 43 PERIMETER CAULK BY OTHERS T z SEE GLAZING DETAIL I Z O.A. DOOR O WIDTH H z F HORIZONTAL SECTION 04-J JAMB • MASONRY/CONCRETE acIw G S/8' O.A. INSULATED EXTERIOR I I GLASS Z INTERIOR o LL 1 .7s• suss BITE 6 NaS = n zGLAZINGDETAIL1GLASSTHICKNESSANDTYPEtYZiQ DWG #: SHALL COMPLY WITH ASTM E 1300 REQUIREMENT GLASS CHARTS. G` AV, 0 6 3V4OFSHEET: 4 3/2/2018 Florida Building Code Online - r Business ' Professional Regulation -+d rEMMITTEA 2-T.0 TV I SCIS Home I Log In I User Registration I Not Topics Submit Surcharge I Stats & Facts I Publications I FBC Staff I Bas Site Map I Unks I Search Florida r Ltiirrl F Product Approval USER: Public User Product ADDroyal Menu > Product or AODlicatlon Search > Application List Search Criteria Code Version Application Type Category Application Status Quality Assurance Entity Product Model, Number or Name Approved for use in HVHZ Impact Resistant Other 2017 FL# 9174 ALL Product Manufacturer ALL ALL Subcategory ALL ALL Compliance Method ALL ALL Quality Assurance Entity Contract Expired ALL ALL Product Descrlptlon ALL ALL Approved for use outside HVHZ ALL ALL Design Pressure ALL ALL Search Results Applications E6.$ Iypg Manufacturer Validated By Status FL9174-1112 Revision Wayne -Dalton, a division of Overhead Door Corporation Category: Exterior Doors Jeffrey P. Arneson, P.E. 904) 821-5200 Approved Mitury Subcategory. Sectional Exterior Door Assemblies n- .. •w- enc .,.,I/n. th, t- -1-[.n if nE[essarv. Approved by DBPR. Approvals Dy uorK snap vc rev,cvcu e,,., The State of Florida Is an AA/EEO employer. QM(Light 2007-2013 State of Florida.:: Prlvary 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 electronicmalltothisentity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section455.275(1), Flonda Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they haveone. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be e aa availablevaihllele to the public. To determine If you are a licensee under Chapter 455, F.S., ck Product Approval Accepts: WEA® Credit Card Safe httos://flDridabuildinp.Drg/pr/pr app_Ist.aspx 3/2/2018 Florida Building Code Online M.. Professional ' 1 r BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BOS Site Map I Unks I Search I Florida 1 OI 11 iAProduct Approval wru nu.,s - USER: Public User 1147 .1 Product Aoyoval Menu > Product or Aopllotion Search > Aoollcation Ust > Application Detail OFFICE OF FL # FL9174-R12 SECRETARY Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850)475-6197 Mark_Garon@Overheaddoor.com Authorized Signature Mark Garon Mark_Garon@Overheaddoor.com Technical Representative Mark Garon Address/Phone/Email 3395 Addison Dr. Pensacola, FL 32514 850)474-9490 Mark_Garon@Overheaddoor.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Gordon Thomas Evaluation Report Florida License PE -46718 Quality Assurance Entity lntertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Jeffrey P. Arneson, P.E. ti Validation Checklist - Hardcopy Received Certificate of Independence FL9174 R12 COI Tomas COI 2017.PDF Referenced Standard and Year (of Standard) Standar DASMA-108 DASMA-115 Year 2012 2012 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL9174 R12 EEguiv WD2017-001R2 Evaluation Report - FL 9174.PDF Sections from the Code https:llfloridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqufllJRfWxf6u7ojni0heH%2bKagdfe2PanfKY7e2Oj77uQ%3d%3d 1/5 3/2/2018 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online Method 1 Option D 08/11/2017 01/02/2018 01/02/2018 02/13/2018 FL # Model, Number or Name Description 9174.1 5120 / 6100 / 9100 #0228 9' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +26.90/-30.80 Other: Installation Instructions FL917,9_W_II_0228-318958-P8_5,P-[ FL9174_RI2_U_307494 P11 Track Sjipolement Chart igned.pdf FL9174_R12 II_ 324620 P16 Jamb Connection $uupp igned. _df Verified By: Gordon Thomas FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174_R"_6g_WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.2 5120 / 6100 / 9100 #0229 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- Installation Instructions FL9174_17,_II_0229-318959-P9 2,Pdf FL9174_RI22_U 307494 Chart ggned.pdf FL9174_R12_II_ 24 20 P16 Jamb Connection app signed.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Evaluation Reports FL9174_i3I2_a_WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Parry: Yes 9174.3 5120 / 6100 / 9100 #0230 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +25.90/-28.80 Other: Installation Instructions FL917 III _U_0230 -318960-P10 S.og FL9174_1312_U_307494 M_Iiatk_Su element Chart signed.odf FL917 R12 11 324620 P16 Jamb Connection app aigned.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL917 RI AE WD2017-001112 Evaluation Report - FL 9174 PDF Created by Independent Third Party: Yes 9174.4 5120 / 6100 / 9100 #0231 16' Max width. 8'-9" Max height. Max section height 21". Solid only no glazing available. Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used in the wind- Installation Instructions FL917 RI 0231-318996-P6 S.pdf FL917 _H13_U_347124_P-ll_UD.Gk—SShcLplement Chart signed.pdf FL2174_Ql3_j _324620 P16 Jamb Connection Supp $.jgned.pdf Verined By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacementLF door. Evaluation Reports 9174_1117 6E WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.5 5120 / 6100 / 9100 #0234 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +43.20/-49.60 Other: Installation Instructions FL9174_RI _U_0234-319022-P6_&p-df FL917 _W_U_307494_P11 Track s element Chart sjgned.Rdf FL9179_B12_U_324624_P15jamb_Connection 5Mpj Slgned.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL917 _1112 AE_WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.6 5120 / 6100 / 9100 #0235 16' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. httna•//flnririahiiilriinn.oro/nr/or RDD dtl.asDx?Daram=wGEVXQwtDaufllJRfWxf6u7oini0heH%2bKagdfe2PanfKY7e2Oj77uQ%3d%3d 2/5 3/2/2018 Florida Building Code Online Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: 9174.7 15120 / 9100 #0232 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +12.40/-13.80 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure i designed as partially enclosed or door is a replacement door. 9174.8 15120 / 9100 #0233 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.50/-20.70 Other. Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door Is a replacement door. Installation Instructions FL9174_W_Zj_0235-319023-P7_S.Ddf FL2174_813_U_307494 Pll Track_ plement Chart 5Lgned.pdf FL9174_M_II= 19040_Pl Post Istall_Iigned.odf FL9174_ II_ 4 2 _P16lamb Connection &pp jgned.Rdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174_g_17 AE_WD2017-00IR2 Evaluation Report- FL 9174.PDF Created by Independent Third Party: Yes 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174_&U_U_0232-318999-P6_S.pdf FL9174_R12_11 037494PllTrack $moi plement Chart $igned.odf FL9174_W_U_324620 P16 Jamb Connection 5upo 5jgned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174_U2_M_WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174_i3U_] j_023 3-319000- P6_S. Ddf FL9174_RI2_LI_ 4 4 Pll Tr c _moi plement Chart Eigned.odf FL9174_W_U_324620 P16 Jamb Connection SUDD $jgned.Rdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL917 _R12 _WA2017-00IR2 Evaluation ReRort - FL 9174.PDF Created by Independent Third Party: Yes 9174.9 5120/ 9100 #0236 18' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174_813_U 0236-319024-P7_S.odf Approved for use outside HVHZ: Yes FL9174_813_IL3o7494_P11..jEUJLSURRWment Chart Wned.odf Impact Resistant: Yes FL9174_813_U_319040 P1 Post Istall Instructions *jgned.pdf Design Pressure: +30.00/-33.50 FL9174_W_U_324620 P16 Jamb Connection SUDD @jgned.pdf Other: Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174_i312_AE_WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.10 15120 / 9100 #0237 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: 18' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174_812_U_0237-319025-P7_&p—df FL _RI2_U_307494 Pll ra sunent Chart si ned.pdf FL9174_W_u_319040 Pi Post Istall Instructions *jgned.pdf FL9174_W_j _324620 P16 Jamb Connection Supp *gned.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174=RI _AE_WD201 7-n0IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.11 5120/5140/6100/9100/9400/9600 0600 9' Max width. 10' Max height. Max section height 24". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +26.90/-30.80 Other: Doors with glazing shall not be used in the wind- Installation Instructions FL9174 _1112 11 0600-319026-P5_5 Qf FL9174_812_U 307494 PeU_Tr c _50plement Chart fjgned.pdf FL917 _W_j _324620 P16 lamb Connection Supo @jgned.Rdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is designed as partially enclosed or door Is a replacement door. Evaluation Reports FL9174_812_a WD2017-00IR2 Evaluation Report - FL 9174.PDF 1 Created by Independent Third Party: Yes 9174.12 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24" Glazing 0601 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174_R1 _TI 0601-319027-P5_S.odf Approved for use outside HVHZ: Yes 12_lr Sip me t Chart Signe df h"nc:I/fnririahiiildino.oro/or/or aDD dtl.asDx?Daram=wGEVXQwtDqufllJRfWxf6u7ojnlOheH%2bKagdfe2PanfKY7e2Oj77uQ%3d%3d 3/5 3/2/2018 Florida Building Code Online Impact Resistant: Yes Design Pressure: +41.00/-46.30 Other: 9174.13 15120/5140/6100/9100/9400/9600 0602 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. FL 74_Rd],_1J_ a 20= 16 Jamb_nnection SURD jigned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12_ WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 16' Max width. 10' Max height. Max section height 24". Glazing available In top or intermediate section. Installation Instructions FL9174_W_]j_0602-319028-P6_S.o1Jf FL2174_W_j _307494 Pll Track_SMRplement Chart 5jgned.pdf FL9174_R12_lI_324620_P16 Jamb Connection 5" aigned.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174_W_M_`"JD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.14 15120/5140/6100/9100/9400/9600 116' Max width. 10' Max height. Max section height 24". Glazing 0603 available in top or Intermediate section. Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +23.00/-25.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure Is designed as partially enclosed or door is a replacement door. Installation Instructions FL917_RI _II_0603-319029-P6_5 pdf FL9174R-12 II_ 730494PllTrackSuRplementhCartEjgned.odf FL9174_W_II_324620_P16Jamb_Connection SURD$}gned.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174_UZ_6E `"JD2Q17-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.15 5120/5140/6100/9100/9400/9600 0604 16' Max width. 8' Max height. Max section height 24" Glazing available in top or intermediate section. Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: Installation Instructions FL 174 R12_II 0604-319030-P6_S,jpOf_ FL 17 _RI2_II_307494_P11 Track_Sapplement Chart ilgned.pdf FL9174_g l _11_319040 P1 Post IstallInstructions signed jpdf FL9174_R12 LI 324620 P16 amb Connection Sump 5igned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174_W_6E_WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.16 15120/5140/6100/9100/9400/9600 0605 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 18' Max width. 10' Max height. Max section height 24". Glazing available In top or intermediate section. Installation Instructions FL9174_13_12_ 0605-319031-P5 &Of FL 4_gZ_U_307494 Pl l r c S,tipmnthCart * gne f FL9174 _R12_U_324620 P16 Jamb Connection SURD sl rned.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174_ga_6j_`"JD2017-001112 Evaluation Repo - FL 9174.PDF Created by Independent Third Party: Yes 9174.17 15120/5140/6100/9100/9400/9600 118' Max width. 8' Max height. Max section height 24" Glazing 0606 available In top or intermediate section. Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30.00/-33.50 Other. Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure Is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174_R12__0606-319032-P7_S pdf FL9174_RI2_U_307494 P11 Track implementhC art aigneclj& FL9174_R12_II_319 40 PI Post Istall_InStrUctipnsi c ned.pdf LF9174_W_II_324620 P16 Jamb Connection appp slgned.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174_i_A_`"JD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.18 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Solid only - 0609 no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL 17 _IR12_II 0609-319035-P6_S.pdf Approved for use outside HVHZ: Yes FL9174_W 11_307494 Pll Track ,SuiLplement Chart Eigned.pdf Impact Resistant: Yes FL917411_319040 P3 Post Istall Instructions sl c ned.pdf Design Pressure: +39.20/-43.70 FL917 _III _U_32462 _P16 Jamb Connection $ujW aigned.Rdf Other: Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes hHno•/R1nrir4oK.ei1riinn nrn/nr/nr ann rite aqn,ronnram=wGEVXOwtDoufllJRfWxf6u7oini0heH%2bKaodfe2PanfKY7e2Oj77uQ%3d%3d 4/5 3/2/2018 Florida Building Code Online 9174.19 15140/6100/9400/9600 #0608 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.50/-20.70 Other: Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure i designed as partially enclosed or door is a replacement door. Evaluation Reports FL9174_W_6g_WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 18' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or intermediate section. Installation Instructions FL9174 R12_II_0608-319034-P5_a&0f FL9174_R_L1_307494_Pll_ rac _$Mftplement Chart Signed.Ddf FL 1 4_R12_II_243620P16amb_Connection $$u A igned.Ddf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL2174_&?_6f._WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.20 5140/9400/9600 #0607 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9 _W_II 0607-319033-P6_5_pdf Approved for use outside HVHZ: Yes FL9174 R12_IIll_307494 Pr c `implement hCartSignef Impact Resistant: No F 17 _RI2_L_22 M_P16 Jamb_ Connection SUDD Signedj& Design Pressure: +25.90/-28.80 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174_U2_a WD2017-001112 Evaluation Report - FL 9174.PDF door. 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. QDMrloht 2007-2013 State of Florida.:: PdXW Statement :: Accessiblllty. Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personaladdress, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: IR Credit Card Safe r...r.,..,.,., Afl ..,)r,.rem—.,r-Fvxnl.nnnllfl1.IRfWrfRii7ninlOheHa/r,2bKaodfe2PanfKY7e2Oi77uQa/o3d%3d 5/5 SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE pOp I SRT UNIFORM LOAD EACH JAMB (PLF) JOIN E SCALER PE 3121 FAIROATE OIL CARRSLTON. TY 79007 FL PC 31737 TX PC 56306/f2203 PROM ORLY FOR VERTVVAI OFp MLiOAD CCaa SM CT1a DET"m& FOLOVANO DIMENSION DENOTES S.OTIED JAMB BRACKET ATTACHED TO TRACK WITH I/h2Ox9A6' TRACK BOLT AND NUT. FOLLOVANO DIMENSION DENOTES WICK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED TO ATTACK TO TRACK. ETAILS DOORS WITH RICH In ROOF PITCH. AND/OR GREATER IMAM 8' IN HEIGHT REWIRE USE OF CONTINUOUS WALL AN SEE SUpPLpHENT TRACK 1iiART FOR PuvEo SIZES SC. STATIC PRESSURE RATINGS ayne® DESIGN (PSE): +2590/-28.80 MAX WID,H: 18'-0' TEST (PSE): +3&85/-43.20 MAX HEIGHT: 8'-9. OR Balton IMPACT /CYCLIC RATED (YES/NO): NO MAX SECTION HEIGHT: 21' G H MODELS 5140/9400/9600 gNSIOu OERHEADW DOOR C pENSACOLA. FLORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 0607 RED NUMBER OF NIRS AND CENTER S REWIRED FOR OWER DOOR WIDTHS 5/10/06 001SED 1401E 8 TO EAT LOUVERS NOT IMPACT TINT. 8/8/07 K DETAIL SHEET 2 4/17/08 kmE0 TEXAS LICENSE BER TO TITLE BLOCK, NGEO LOUVER NOTE. EASED MAX HEIGHT B'-9'. AOOEO HIGH AND ROOF PITCH CK NOTE- 4/29/09OME4/29/09 UPDATED TITLE BLOCK 5/4/10 3/8/06 GRT ED 4/6/06 MR8 SHEET 1 OF 2 RAVING PART N0, I REV. 319033 P5 SEE U -BAR NOTE ON SHEET I 2 FOR U -BAR INSTALLATION E SHORT GLAZED PANEL OPTION - .080' MINIMUM 0 1B4LAMNCINMOLDEDFRAMESSCREWEDTOGETHER13CAHORIZAN M A MINIMUM OF (6) f8x1' SCREWS INSTALLED IN A P OR INTERMEDIATE SECTION (WITH OR WITHOUT I CORATIVE INSERTS) MEETS UNIFORM STATIC DESIGN ORAWINC. GLAZING 13 CA FLAG ANdE IESSIIRES SHOWN Tf65 IALL HAVE A MAXIMUM HEIGHT OF 13.75' AND A A V7MUM LENGTH OF 16.75'. GLAZING IS NOT IMPACT 18 OA MIN NOR SISTANT AND DOES NOT MEET THE REQUIREMENTS TRACK EET R NAND -BORNE DEBRIS RECKONS. B/16x1-5 8' LONG GLAZED PANEL OPTION - NOT AVAILABLE M SHOWN) ITH THIS OPTION CODE VINTL OR WOOD DOOR STOP HALED A MAXIMUM 16 CA MIN VERT 20 OA END CAP F 6' O.C. MUST OVERLAP TOP ANO BOTH ENDS OF TRACK ANELS MINIMUM 7/16' TO MEET NEGATIVE RESSRTES. S/18x1-8/B' LA KEY LOCK. SLOE LOCOS. OR OPERATOR REWIRED. SCREW AT EACH EET ' JAMB BRACKET SECTION SHALL BE CONSTRUCTED WITH FOAMED INjaIK KINDED TO 30A MINIMUM FACER STEELAHE FOAM INSULATION t AND A 1/4-2028/16' TRACK BOLT AND 1/4-20 HEX IO.YLMANAIE OR 32 CA STEEL BACKER. END CAP NUT AT EACH JB JANE CIOHAVEAMINIMUM1.4' DEPTH. BRACKET LOCATION 3. THE DESIGN OF THE SUPPORTING STRUCTURAL EET ELEMENTS SHALL BE THE RESPON9&LrtY OF THE TTP RKFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS ORAWINO. 7. DOOR JAMB TO BE 14HNVM 2x6 STRUCTURAL GRADE LUMBER. RUI-31 TO JAMB CONNECTION SUPPLEMENT FOR ATTACHMENT TO SUPPORTING 15 CA STIFFEN JAMB BRACKETS STRUCTURE SEE SCHEIDULE FOR 8. LOUVER OPTION - .010' MINIMUM LOUVERS WAHITY, PEETYPE MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM O" (6) j8z1' SCREWS INSTALLED IN THE BOTTOM LOUVERS ARE NOT WPACT RESISTANT ANDSECDONOTMEETTHERECMREmEKTSFORWIKD-BORNE DEBRIS RECONS. LOUVERED SECTION REWIRES KEY LOC( OR SLIDE BOTH ENDS_ (NOT REQUIRED WITH OPERA - SFE NOTETOROPERATORSTILETOBEFACTORYINSTALLEDATTHE4). SLOE LOCK SHO TMCFNTEALIKEOFTHEOOOIL NOTE: (4) SECTION SOLID DOOR SHOWN. SFE SHEEP 2 FOR U -BAR LOCATIONS ON IooaasWITHOTHERSECTION QUANTITIES AND SEE NOTE 1 ON THIS SKEET FOR G 0 yQff; (5) CENTER HINGES PER JOINT v • REWIaED ON DOOR WIDTHS GREATER THAN OPTIONS, 12'-0'. (3) CENTER HINGES PER JOINT REWIRED ON DOOR WIDTHS LESS THAN OR EQUAL TO 12'-0'. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE pOp I SRT UNIFORM LOAD EACH JAMB (PLF) JOIN E SCALER PE 3121 FAIROATE OIL CARRSLTON. TY 79007 FL PC 31737 TX PC 56306/f2203 PROM ORLY FOR VERTVVAI OFp MLiOAD CCaa SM CT1a DET"m& FOLOVANO DIMENSION DENOTES S.OTIED JAMB BRACKET ATTACHED TO TRACK WITH I/h2Ox9A6' TRACK BOLT AND NUT. FOLLOVANO DIMENSION DENOTES WICK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED TO ATTACK TO TRACK. ETAILS DOORS WITH RICH In ROOF PITCH. AND/OR GREATER IMAM 8' IN HEIGHT REWIRE USE OF CONTINUOUS WALL AN SEE SUpPLpHENT TRACK 1iiART FOR P uvEo SIZES SC. STATIC PRESSURE RATINGS ayne® DESIGN (PSE): +2590/-28.80 MAX WID,H: 18'-0' TEST (PSE): +3&85/-43.20 MAX HEIGHT: 8'-9. OR Balton IMPACT /CYCLIC RATED (YES/NO): NO MAX SECTION HEIGHT: 21' G H MODELS 5140/9400/9600 gNSIOu O ERHEADW DOOR C pENSACOLA. FLORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 0607 RED NUMBER OF NIRS AND CENTER S REWIRED FOR OWER DOOR WIDTHS 5/10/06 001SED 1401E 8 TO EAT LOUVERS NOT IMPACT TINT. 8/8/07 K DETAIL SHEET 2 4/17/08 kmE0 TEXAS LICENSE BER TO TITLE BLOCK, NGEO LOUVER NOTE. EASED MAX HEIGHT B'-9'. AOOEO HIGH AND ROOF PITCH CK NOTE- 4/29/09 OME4/29/09 UPDATED TITLE BLOCK 5/4/10 3/8/06 GRT ED 4/6/06 MR8 SHEET 1 OF 2 RAVING PART N0, I REV. 319033 P5 CA ADJUSTABLE TOPCATTACHED PLACE U -BAR OVER INTEGRAL RIB 13 CA ADJUSTABLE WITH THE (6) PRE -PUNCHED TOP FIXTURMIRE E TO PUNCHEDHOLESHOLES / HOLES EACH END FACING UPWARD AND ATTACH THRU END CAP ATOForomH (2) OF Ux6/6' SCREWS ` EACH END WITH 2) 1 4-14x7 MPITE SCREWSCTRAQCMPTHTE FSELF OR STILLING AND ` o 9N- PTITE14x7/ SCREWS FO8* SELF R 0 WEB OF U -BAR AND OF SECTION) HEADROOM TRACK(2 OF WHICH ARE USED TO ATTACHED THE TOP QETA. ILA BRACKET AS SHOWN)- IOW HEADROOM TRACK D TAI A OA ROLLER SLIDE ATTACHED TO tE-P((U))NCHED HOUES6 IH TOP OF U -BAR CRUPTI'FE SCREWS. 5E CREWING HOLE 1N •SLIDE TO ENSURE TOPER ALIGNMENT OF ROLLERS i OA HINGE ATTACHED DTH (4) 1/4-14x5/8• RIMPTITE SCREWS (2 OF INICH ARE FACTORY TTACHFD) . 1 E U -BAR OVER INTEGRAL RIB WITH ENO IC UPWARD AND ATTACH THRU ND AT EACH END WITH (2)_1,4-14x7/8' M)H U -BAR PLACED OVER TOPINTHEBOTTOMSECTIONSHALLONLY TTACHEO THRU ENO fBCAP AT EACH TTE SQt1EW LLOCATEO ON THSELF ORIWNO OM FLANGE OF THE U -BAR r WE TO CLEARANCES REQUIRED TOa <mewc AT THE ENDS OF THE NYLONYN SIORMjy SHGARD ' J ) U -BARS, ALL U -BARS ALL BE INSTALLED ON SECTIONS PRIOR TO t-1/2' SISTAcT Bp INSTALLING ROLLER SLIOES AND TOP DETAIL FIXTURE N THE U -BARS. SEE ATTACHMENT NOTES ON THIS SHEET. CE U -BAR OVER ' IS CA HINGE ATTACHED INTEGRAL RIB AND ATTACH AT1H (B) 1/4-20x5/8' WITH (2) t/4 -20x5/8' UNIMPTITESCREWS (2 OF WHICH ARE FACTOR CRIMP SCREWS PRE -PUNCHED HOLES AT ATTACHED. 3 OF WINCH ARE FIELD INSTALLED INTO EA04 INTERMEDIATE lEDRIRT FLANGE TOP lFJ1F, AND 1 OF WHICH IS FIELD INSTALLED OF U -BAR AND BOTTOM HINGE LEAF AND 1 THRU THRU PRE-PIM01ED HOLE WEB OF U -BAR AND OF SECTION) IN U -BAR INTEGRAL RIB 12 OA BOTTOM BRACKET FACTORY ATTACHED WITH o CE U -BAR OVER INTEGRAL RIB WITH 3) 1/4-14x5/8' NOTCH DOWN TO CLEAR BOTTOM TITE SCREWS BRACKET AND ATTACH THRU END CAP AT EACH ENG WITH (1) 1/4-14x7//gg SELF DRILLING CRIMP71T/E SCREWSHOWAANDUSE AS SELF DRILLING CRIMPTITE SCR AACRROSS THE BOTTOM OF THE BOTTOM U -BAR AT EAC1pRE-PUNCHED HOLE AT EVERY HINOE LOCATION. USE (1) 1/4-20x5/0' DETAIL D CRIMPTITE SCREW AT ALL OTHER PRE -PUNCHED HOLE LOCATINS- J" E SCATES. PE 7121 FNROATE OR. CARROLLT011, TX 75007 IL 14 017D7 Tx PC MJ06/F2200 pR=nONLY FORWpFWTONOFWNDLOADOWSTWICD7IONOETAIS Wayne® Qalton 32514 OF XSRIFAFOR WIDTHS. NOTE 8 TO LOUVERS 4) SECTION DOORS0 GRT 6/8/07 ' WITH (5) 3, 18 GA. 3 MODIFED JAMB BO KS ARS LOCATED OvtR RACKET SCHEDULE FOR INTEGRAL WBS AS AT OPTION. ADDED LHR 5) SECTION DONS CR DETAIL SHEET Z WITH (6) J . IB CA. T 4/17/06 BO KS (1 -BARS LOCATED OVER 4 ADDED TEXAS LICENSE INTEGRAL RIBS AS SHOWN -1 UMBER TO TITLE BLOM CHANCED LW VER. NOS 4) SECTION DOORS0 W-9'. ADDED HIGHANDROOFPITON WITH (5) 3, 18 GA. ACK NOTE BO KS ARS LOCATED OvtR 4/20/09 INTEGRAL WBS AS S UPDATED TITLE IDLOCK T 5/4/10 pAR ATTACHMENT N0ATTACHMENTNOM 1. ALL U -BARS SHALL BE PLACED OVER INTEGRALRIGSANDATTACHEDTHRUPRE -PUNCHED HOLES WITH (2) 1/4-105/6• CHOMPTITE SCREWS AT EACH INTERMEDIATE HINGE LOCATION. 2) 1/4-14x7/ SELF DRILLING CRIMPRTE AT EACH ENO CAP EXCEPT BOTH U -BARS ON BOTTOM SEC11N - SEE DETAIL B AND 0 THIS SHEET). i2) 1/4-105/8" EDD OF DONSCREWS IKKTERNEDIATE HINGE LOCATIET AND (1) 1/4-1410/8' caapTrtE scREw APPROXIMATELY a FROM EACH END. FOR DON VAOTHS GREATER THAN 12'-0', THERE SHALL BE A TOTAL OF (20) SCREWS ATTACHING EACH U -BAR EXCEPT BOTH U-SARS N BOTTOM SEC11N SHALL HAVE A TOTAL OF (18) SCREWS EACH. FOR DON WIDTHS LESS THAN N EQUAL TO 12'-0'. THERE SHALL BE A TOTAL OF 15 SCREWS ATTACHING SOH T A TOTAL OF 04 BOTTOM8U -BARS ON SECTIONHALLSCREWS EACH. 2. WITH THE EXCEPTION OF THE (BT PRE -PUNCHEDHOLESINTHETOPOFEACHENDUSEDFOR PRE- PUNCHEDA- P INROLLER BOTTTOMESOF EACH 90 USED FOR THE ATTACHMENT OF THE TOP.FDaURE AND UNLESS NOTED OTHERWISE ON THISSPECIFICATIONDRAWING. ALL PRE -PUNCHED HOLES IBE ATTACHED TON 1/4-14x5/B CRIMPTITE SCREWS THE DOOR 3, 18 GA U -BARS SHALL BE STAMPED '46' APPROXIMATELY 6' FROM EACH ENO. N. SHEET 'Z ' OF L MODELS 5140/9400/9600 DRAWING PAR=NO.REV. NDLOAD SPECIFICATION OPTION CODE 0607 31903 0 PLICE PLATE LOCATION J.- - SEE SCHEDULE 14" MAX J- 12" MAX 12" MAX I CLIP DETAIL CLIP LOCATIONS SEE SCHEDULE 12" MAXW___- TRACK CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. J" E. SCATES. PE 7121 FNROAIE7SOWI. CANROlL10N, Tz D7 R PE 61737 TX PE 6WN/F27A•7 pRWES"AL ENCIMBDI-3 SEAL ONLY FOR VEMIrATION OF WMUDAD COMS0N6 C1VIDED ORAIIS 13 GA MIN CONTINUOL WALL ANGI 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE 2) 1/4" X 7/16 SEMI TUBULAR RIVITS 11 GA MIN CLIP SEE SCHEDULE 0.28 13 GA MIN CONTINUOUS WALL ANGLE SCK 1/4!'-20 TRACK CARRIAGE BOLT H 1/4"-20 NUT TRACK 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT 11 GA MIN CLIP SEE SCHEDULE OR14"-20 TRACK CARRIAGE BOLT WITH 1/4"-20 NUT TRACK DE9;;1 HART DOORF WIDTH 9'-0".0 PSF 16'-0".0 PSF 18'-0".0 PSF TRACK SUPPLEMENT CHART Wagner Balton 3395 ADDISON DRIVE PFNSACOLA, FLORIDA 32514 850) 474-9890 ANGLE 12 FOOT TED / 03 DATED FORMAT. SED ALLOWABLE SURES TO 0/-5200 PSF FOR OOR WIDTHS. OED 'TT71A5 WALL C TO 'CONTINUOUS ANGLE'. ADDED TRATE MOUNTING IL CHANGED TO I NO ANCHORS 4/2/07 HANGED FORMAT. EO MODELS 9900 6024 WITH OVERLAY IRACN QIP EOULE. 9/21/07 UPDATED MODELS EO IN CHARTS. ATM SPLICE & CUP EDULES. 9/09/07 UPDATE MOUNTING AIL DRAWINGS. r 10/05/07 UPDATED 04ARTS TO AMATE THE USE OF S A9 CUP (REPLACED PANDER 1-1/2' TO 8' DOOR THICKNESS IT UP TO 14' HIGH. 12/11/08 UPDATED TITLE x 6/2/10 SHEET 1 OF 2 DRAWING PART NU. REV. 3 1 P10 2 3/4" f1" EDGE DIST MIN 3/16" THICK STEEL FOR MOUN E60XX MIN`' 1 8 2-2 71/8 2-24 5/16" x 1-5/8" --WALL ANGLE LAG SCREW OR EQUIVALENT INTO MIN 2 x 6 N0.2 TRACK CU SPF (G=0.42) OR - -•- - -'- BETTER AT EACH 1/4-20x9/16" HOLE OR -PAIR OF TRACK BOLT AND HOLE LOCATIONS 1/4-20 HEX NUT MOUNTINGTO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL 2 3/4" OPTIONAL: WALL ANGLE MAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL WITH MIN. (1) 1/4-20x7/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDIN( 10101 E SLATE% FE 3121 FNROAIE 0R. IIR0111011. CA. 75007 Fl PE 61737 TI PE 30406/FUW IUaLSTW T FORVGOO" OF WR4XJ SEAL CEAM 3/8" SIMPSON TITEN HD, 2-3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE 1 /4-20x9/16" TRACK BOLT AND 1/4-20 HEX NUT TRACK CLIP DOOR CLIP #'S FROM BOTTOM TO TOP i5LK-E # HEIGHT 6 7'-0" 4, 4, 4, 4, 4, 4 8'-0" 4, 4, 4, 4, 4, 4, 4 6 9'-0" 4, 4, 4, 4, 4, 4, 4, 4 6 4_ 4. 4. 4. 4, 4 6 ANGLE 12 TED FORMAT. ALLOWABLE ES TO 57-00 PSF FOR R WIDTHS. TEXAS WALL TO 'CONTMOUS IGLE'. ADDED IANGED FORMAT. MODELS 9600 5024 WITH OVERLAY tACK CUP DULE. 9/21/07 PDATED MODELS D IN CHARTS. BTW SPLICE k CUP RULES. 9/05/07 IPOATE MOUNTING JL DRAWINGS 10/05/07 POATW CHARTS TO NATE THE USE OF le CLIP REPLACED jo 04/11/08 XPANDW 1-1/2' TO 8' DOOR TMCKNESS IT UP TO 14 HIGH. 12/11/O8 ADDED MODEL 8700. kTW TITLE BLOCK 6/2/10 DATE NAME ayn®MORAVYINGDalton 8/21/07 GRT 8/21/07 MRB 3395 ADDISON DRIVE TRACK SUPPLEMENT CHART Pw( 850) A474h98903251 7494 2 OF 2 PART NO. REV. P10 A Division of Overhead Door Corporation Jamb Connection Supplement This document provides a series of connection schedules and basic detailing concepts for the connection of garage door jambs to building frames with the use of various fasteners. DASMA Technical Data Sheet TDS-161 may be used as an alternate to this document. PM 324620 Rev. P16 SCHEDULE 5/16" DIAMETER LAG SCREWS t40.511737 y p STATE OF OA%. -L0R%D j'Ss 1111 1. BASED ON 5116' DIAMETER LAG SCREWS WITH 1-1/2' O.D. WASHERS WITH A 1 -9/32 - THREAD PENETRATION INTO SEASONED DRY WOOD SUPPORTING STRUCTURE, 2. PROVIDE QUANTITY OF LAG SCREWS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN INTABLEWITHAMINIMUMOFTHREE (3) LAG SCREWS PER JAMB. LAG SCREWS AT TOP AND BOTTOMXIMUMOF6' FROM THE END OF THE JAMB. OF JAMB SHALL BE PLACED A MAY DIVIDED BY 23. LOAD PER JAMB CALCULATED BY TAIQNG DESIGN LOAD (PSE) TIMES DOOR WIDTH (Fr) EXAMPLE: DESIGN LOAD - 300 DOOR WIDTH =16ft LOAD PER JAMB - 30psf x 16ft/2 - 2401b/ft 4. CHART IS BASED ON 6'-6' MINIMUM AND 24'-0' MAXIMUM DOOR HEIGHT. S. DOOR JAMB TO BE 2x4 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNERANDSHALLBEDESIGNEDFORTHEJAMBLOADLISTEDINABOVETABLEASCALCULATEDPERNOTE3. 7. MINIMUM EDGE DISTANCE SHALL BE 1/2', MINIMUM FASTENER SPACING SHALL BE 1-1/2', AND ALL HOLES SHALL BE PRE -DRILLED TO PREVENT SPLITTING. 8. LAG SCREWS SHALL CONFORM TO ANSI / ASME STANDARD B18.2.1. Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:56:33 -06'00' Approved John E. Scates, P.E. 3121 Falrgate Dr. carrollton, TX 75007 Revision P16 FL PE 51737 TX PE 56308/F2203 SCHEDULE 2 16d COMMON WIRE NAILS AND 16d THREADED HARDENED -STEEL NAILS No. MTV STATE OF At z i .c'•.FCOR QP O?' IIII 1. BASED O WITH A MNN16dIMUMPMMON WIRE NAILSENETRATION OF 2' OINT0.1 OSIDE GRAIN OF MARN MEMBERx3- 1/2) OR 16d THEADED RDENED-STEEL NAILS (0-1 45-)0-11Z ) 2. NAILS SHALL BE PROVIDED IN PAIRS AT A MAXIMUM SPACING AS SHOWN IN TABLE WITH AMINIMUMOFTHREE (3) PAIRS OF NAILS PER JAMB. NAILS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6' FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30pst DOOR WIDTH =16ft LOAD PER JAMB - 30pst X 16tU2 - 2401b/tt 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0' MAXIMUM DOOR HEIGHT. S. DOOR JAMB TO BE Zx4 OR LARGER NO. 2 GRADE SPF UMBER OR BETTER MOUNTED TOS PPORT ST UCTURE( SPECIFIC GRAVITY >=0.42) IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNERANDSHALLBEDESIGNEDFORTHEJAMBLOADLISTEDINABOVETABLEASCALCULATEDPERNOTE3. 7. EDGE DISTANCES, END DISTANCES AND SPACINGS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. Digitally signed by John E Scates, P.E. Approved Date: 2015.0220 09:56:58 -06'00' John E. Scates, P.E. 3121 Fairpte Dr. Carrollton, TX 75007 Revision P16 FL PE 51737 TX PE 56308/F2203 SCHEDULE 3 3/8"0 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL. WEIGHT CONCRETE No. 51737 i .0 : STATE OF : l I-. a/ONXV- 4/1111110 1. BASED ON 3/8"0 A307 HEADED OR HOOKED (1.69" MIN. HOOK LENGTH) ANCHOR BOLTS WITH A 2" O.D. WASHEHWITHAMINIMUMEMBEDMENTDEPTHOFWANDAMINIMUMEDGEDISTANCEOF3". 2. PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN INTABLEWITHAMINIMUMOFTHREE (3) ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB, 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30pst DOOR WIDTH =16tt LOAD PER JAMB = 30pst x 161t/2 = 2401b/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0' MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6 DESIGN BUILDING SHALL BE DES GNED OR THE JAMB LOAD LISTED IN ABO E TABLE AS CALCULATEDPER NOTE 3. NER AND Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:57:27 -06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Revision P16 FL PE 51737 TX PE 56308/F2203 SCHEDULE 4 3/8"0 SIMPSON TITEN HD SCREW ANCHORS N' pO -;cause-.& ;:; zz 11 No, 0737 a : STATE Of 0 5 Nil S ON i10\ 1. BASED ON 318'0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-314' O.D. WASHER INTO NORMAL WEIGHT UNCRACKEDCONCRETEWITHAMINIMUMEMBEDMENTDEPTHOF2-3/4' AND A MINIMUM EDGE DISTANCE OF 2-314'. 2. BASED ON 3/8'0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-314' O.D. WASHER INTO GROUT FILLED CMU WITH AMINIMUMEMBEDMENTDEPTHOF2-314', A MINIMUM EDGE DISTANCE OF 4, AND A MINIMUM END DISTANCE OF 4'. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM 0476. 3. PROVIDE QUANTITY OF SCREW ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN INTABLEWITHAMINIMUMOFTHREE (3) SCREW ANCHORS PER JAMB. SCREW ANCHORS AT TOP AND BOTTOMOFJAMBSHALLBEPLACEDAMAXIMUMOF6' FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30pst DOOR WIDTH =16tt LOAD PER JAMB = 30psi x 16tV2 = 240lbItt 5. CHART IS BASED ON 6'-6' MINIMUM AND 24'-0' MAXIMUM DOOR HEIGHT. 6. LUMBER ( SPECIFIC GRAVITY >=0.42) ER OR BETTER MOUNTED TOSSUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNERANDSHALLBEDESIGNEDFORTHEJAMBLOADLISTEDINABOVETABLEASCALCULATEDPERNOTE4. 8, SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:58:01 -06'00' roved John E. Scates, P.E. 3121 Fairpte Dr. Carrollton, TX 75007 Revision PI FL PE 51737 TX PE 56308/F2203 SCHEDULES 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR IV t40.511737 p STATE OF 14-1 i .N ••.!LORIQP p N . s ON 1` IIII 1. BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4' O.D. WASHER INTO NORMAL WEIGH IUNCRACKEDCONCRETEWITHAMINIMUMEMBEDMENTDEPTHOF2-1/2' AND A MINIMUM EDGE DISTANCE OF 3'. 2. BASED ON 318'0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4' O.D. WASHER INTO GROUT FILLED CMU WITH AMINIMUMEMBEDMENTDEPTHOF2-112' AND A MINIMUM EDGE DISTANCE OF 4'. ONLY ONE ANCHOR PER MASONRY UNITCONCRETEMASONRYUNITSSHALLCONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3 TABLE WITH A MINIMUM OF THREE ANCHORS PER JAMB. ANREQUIRED TO MAINTAIN CHORSN MUM SPACING AS SHOWN IN PROVIDE QUANTITY OF ANCHORS RS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6' FROM THE END OF THE JAMB. DIVIDED BY 24. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (F-0 EXAMPLE: DESIGN LOAD - 300 DOOR WIDTH =1611 LOAD PER JAMB - 30psf x 16fi/2 - 2401b/11 5. CHART IS BASED ON 61-6" MINIMUM AND 24'-0' MAXIMUM DOOR HEIGHT. 6 UM( SPECIFIC GRAVITY >-0.42) BER OR BETTER MOUNTED TO SUPPORT STRUCTUREIFMOUNTINGOVERDRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNERPER B. SAND SHALL BE CREW ANCHORS DESIGNED SALLE (INSTALLED PER MANUFACTURERS WRITTEN INSTRUCTIONS. IN ABOVE TABLE AS NOTE 4. Digitally signed by John E Scates, P.E. roved Date: 2015.02.20 0958:27 -06'00' John E. Scates, P.E. 3121 Falrpte Dr. Carrollton, TX 75007 Revision PIS FL PE 51737 TX PE 56308/1`2203 wagne owton 474-9 Y0 x`\1 s'ji/.'// i No. 0737 i .6 STAMOF ALL ` G \\ D)gllally signed by John E States, PJ: Date:2015A220 M-5853 -06'07 ZA a ylsua4 II / A R A1J1 II R SAD./2,R1 r Y r, -DOOR MO,N I rff fin- =V" T,W M, SMW µp1011 MMA 1 / 4• WAASM AND A M,01W oaf,/iu Ev 2-a/r. ma GP w 07m0i E 1a5 ID 5=9 VASMEII AND WqH O t0C[ Qe,.. DFL,x ToTriI .pnrt rr wf• yA7myY DE90q IOAO wACm 0r 24M W` WApIT or 2400 IDS MG PART Na REN. pItAW JAMB CONNECTION SUPPLEMENT 324620 P16 Wagw umton 3395 ADDISW DIOVE pD15ACMX i1DIODA 32514 M) 474-9190 91AL L —o OF amcm 13/4• BEQ TaICIIIEOas>ry a, mCEmor iOtPElrsvl7;; Trtel ML WI OOLL BBIETIDPa7 1BRAD= DII/19 D HU No. 51737 STAM OF i .r'• !20R Q' O ' Digitally 519ned by John E SOM P.E. Date: 2015.02.20 W-5926 -WW In a a v,mtTst a ran R K bTL II R 8L7!•/ DRA"4 PMT 114 1 HVII, JAMB CONNECTION SUPPLEMENT 324620 P16 Page I of I Florida Building Code r' WS Home LM U,, MW"don Wt TOP", S.bWt SurdwMa Stats I Facts Pubka'JDM F5C staff K5 F1Cr717A o5+ATE •I -. ."— .. -- sorkb Product Approval USER: Public User aMSe• -- --'-Mn Seams > APPttotlon Ust Search Criteria Code Version 2014ALL Application Type ALL Category Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ImpactResistant ALL ALL Other FL# Product Manufacturer Subcategory Compliance Method Quality Assurance Entity Contract Expired Product Description • Approved for use outside HVHZ Design Pressure 15000 All ALL ALL ALL ALL ALL ALL rjda ed By L-i Type Manufactr3rgL Ryan 7. King, P.E. Approved Flt ODQ-R2 Revssion Therma-Tru Corporation (813) 767-6555 Category: Exterior Doors HlSt4DC Subcategory: Swinging 6cterlor Door Assembliesrhwcaarmlaion U nerss+rY• r-03 e d TaOehecve R_isx one.e ,,,, a,,r r.t erwbmmt :: 6-r :: Bml do not send The State of Ronda e m ANS In questions, nse to I mrdad B50. 4077nc- mords13955.OPurSont to Under Florlde Iew, erradl address are D nrmrds Y you do not want Your rm•B0 It you address avec any o Provide the Dloct , t with an emag addres U rrrstrad, Contact the otrlce by Dh a or p under Chapter 455,Erot e Ottnber 1' PL I iml don wfth the Bhxnsee• !`N Iddrtss are deter remrd. o you do km wish 40 ele ronlc r"D to this erhtlty Seddon 455275(1), Rorlde STst ad may w be made awgable W the purdk. To datemhbhe if Y a a licensee under srPDly • P ease 6e used for oltldll an h•JIlaO Iddn they have one. The enogs 1 address, DI pro Ade the pepartmaht Chapter 455, FS., Pl— dd brm- product APPrOvul Auxpts+ Ic'Currlvmn FlUO, 2/14/2018 Florida Building Code Online Business & u Professional Regulation SCIS Home I Log In I user Registration I Hot Topics I Submit Surcharge I Stats S Facts I Publications I FSC Staff I SCIS Site Map I Links I Search I Florida YProduct Approval I. USER: Public User e41.1 -6 Lta Product Aooroval Menu > Product or Aonlicatlon Search > Application List Search Criteria Code Version 2017 FL# 16103 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL pia Iy,Re Manufacturer Validated By, Status FL16103-119 Revision Ply Gem Windows National Accreditation & Management Institute Approved History Category: Windows 804) 684-5124 Subcategory: Single Hung Approveo Dy uCrK. Approvals Dy vorK 5"619 oc ray.cwcu Gnu I-- ur a.c — oo..,..... ........ -.... Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cooyriaht 2007-2013 State of Florida.:: pdypsy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However emall addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: Credit Card Safe https://noridabuilding.org/pr/pr app_Ist.aspx 1/1 2/14/2018 Florida Building Code Online UE Business & Professional . / SCIS Home l Log In l user Registration l Hot Topics Submit surcharge Stats & Facts Publications FBC Stall BCIS Site Map Unks Search b a 7 re Produd Approval USER: Public User AP.ut0_kV d . T°''' ProductAenroval Menu > Product or Annlintion Search > Aonlication Ust > Application Detail FL # FL16103-R9 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived —i Product Manufacturer Ply Gem Windows Address/Phone/Email 433 N. Main St. Rocky Mount, VA 24151 614)532-3596 luanne.harris@plygem.com Authorized Signature Luanne Harris luanne.harris@plygem.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 AAMA/WDMA/CSA 101/I.S.2/A440 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2009 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 12/20/2017 https://floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh1000gbVYRGITqUSzNzJCVvRqQvjVOzheKNA%3d%3d 1/3 2/14/2018 Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online 12/21/2017 12/27/2017 FL it Model, Number or Name Description 16103.1 Ply Gem 1500 Single Hung, Non -Impact (Alt. Substrates) Limits of Use Certification Agency Certificate Approved for use In HVHZ: No F 16 _82_C_C6C_NI011350.01-R3.Ddf Approved for use outside HVHZ: Yes FL16103_a2_C_C6C NI011350.02-R3.odf Impact Resistant: No FL16103_g4_C_CAC NI011350.04-R3.odf Design Pressure: N/A FL16103_R2_C_C6C_NI011350.05-R4.Ddf Other: Refer to installation detail for sizes, configurations and FL1610R9_C_C8(NI011350.06-R3.odf ratings. FL16103_W_C_C6C NI011350.07-R3.odf FL16103_RU_C_CAC N1011350.08-RS.Ddf FL16103_R2_C_CAC NI011350.11-R4.Ddf FL16 0__C_CAC NI011350.16-R3.Ddf FL16103 R2_C_CAC N1011350.20-R3.Ddf FL161 _R2 ;_CAC N1011350.21-R3.Ddf FL16103_R2_C_C6C NI011350.22-R4.D0f FL16103_R2_C_CACN 1011350.25-R3. Ddf FL16103 R9_C_CACN1013370.02.Ddf FL16103_U_C_CAr_ I013370.03.Ddf FL 16103_U_C_CAC_N 1013370.04. Ddf FL16103_82_C_CA_N1013370.05.o f FL16103_82_C_CA9-_NI013370.06%& Quality Assurance Contract Expiration Date 04/30/2020 Installation Instructions FL16103_R9 II PGW181-C.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL B2_6F EyalReDort-PGW181--r pdf Created by Independent Third Party: Yes 16103.2 Ply Gem 1500 Single Hung, Non -Impact (As Tested) Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL1610 _82_C_CACN1011350.01-R3.Ddf Approved for use outside HVHZ: Yes FL16103_&2_C_CAC NI011350.02-R3.Ddf Impact Resistant: No FL16103_82_C_C9.C_NI011350.04-R3&df Design Pressure: N/A FL1610 _B2_C_CACNI011350.05-R4.Ddf Other: Refer to installation detail for sizes, configurations and FL16103_U_C_CAC N1011350.06-R3.Wf ratings. FL16103_82_C_CAf_NI011350.07-R3.Ddf L1F6103_R9 C_CLe&_ N1011350.08-R5.Ddf F 1 10 _RU_C_CAg_N1011350.11-R4.Ddf L 6 _RRC_C6.C_NI011350.16-R3.Ddf FL16103 &9_C CAC_NI011350.20-R3.pdf FL1610 _R2_C_CAC N1011350.21-R3.gdf FL16103_R2_C_CAC_N1011350.22-R4.Ddf FL 10 _R2_C CAC_NI011350.25-R3.pdf FL16103_R2_C_CAC NI013370.02.Ddf FL16103_82_C_C6f_N1013370.03.Ddf FL16103_i32_C_CAr_ 1013370.04.2d1 FL16103_R _C_C6C_N1013370.05.0f FL16103_U_C_C6Q_WD 13370.06. Ddf Quality Assurance Contract Expiration Date 04/30/2020 Installation Instructions FL16103_R9_II PGW198 AS TESTED.Ddj Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 16103.3 Ply Gem 1500 Single Hung, Impact (Alt. Substrates) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No _ FL16103 89C_C6C_NI011350.12-R2.Ddf Approved for use outside HVHZ: Yes FL16103_82_C_C9&_14I011350.14-R2.Ddf Impact Resistant: Yes FL16103_&2_C_CAC NI011350.24-R2.Ddf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: Refer to Installation detail for sizes, configurations and 11/30/2022 ratings. Installation Instructions FL16103_82_II PGW183-13f Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports https://floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh1000gbVYRGITqUSzNzJCVvRqQvjVOzheKNA%3d%3d 2/3 2/14/2018 Florida Building Code Online 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 :: Attesslblllty. 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 electronicmailtothisentity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the Department with an email address if they haveone. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personaladdress, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: Credit Card Safe https://floddabuilding.org/pr/pr_app_dtl.aspx?param= wGEVXQwtDgvyf4ngAXh1000gbVYRGlTqUSZNzJCVvRqQvjVOzheKNA%3da/o3d 3/3 FL3 03_ 6g_FvalReoort-PGW383-B.Ddf Created by Independent Third Party: Yes 16103.4 Ply Gem 1500 Single Hung, Impact (As Tested) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL1610 _132_C_C6CN1011350.12-112.Ddf FL16103___C_CA_NI011350.14-R2.(df Impact Resistant: Yes FLl 30 _li9_C_C6C N1011350.24-R2.odj Quality Assurance Contract Expiration DateDesignPressure: N/A Other: Refer to Installation detail for sizes, configurations and 11/30/2022 ratings. Installation Instructions FL16103_i3_tLPGW184 AS TESTED.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Attesslblllty. 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 electronicmailtothisentity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the Department with an email address if they haveone. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personaladdress, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: Credit Card Safe https://floddabuilding.org/pr/pr_app_dtl.aspx?param= wGEVXQwtDgvyf4ngAXh1000gbVYRGlTqUSZNzJCVvRqQvjVOzheKNA%3da/o3d 3/3 PLY GEM WINDOWS SERIES 1500 SINGLE HUNG WINDOW NOTES: I. THIS INSTALLATION HAS BEEN EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE OUTSIDE THE HVHZ, AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES DO NOT EXCEED THE DESIGN PRESSURE RATINGS HEREIN. 2. WHEN USED IN AREAS REQUIRING IMPACT PROTECTION, THIS PRODUCT REQUIRES THE USE OF APPROVED IMPACT PROTECTIVE DEVICES (SHUTTERS). 3. ANCHOR TYPE, SIZE, SPACING, EMBEDMENT, AND EDGE DISTANCE SHALL BE AS SPECIFIED IN THESE DRAWINGS. USE APPROPRIATE ANCHORAGE FROM TABLE I ACCORDING TO SUBSTRATE TYPE. A MINIMUM CENTER -TO -CENTER SPACING OF 3' SHALL BE MAINTAINED BETWEEN ALL INSTALLATION FASTENERS IN ANY DIRECTION. 4. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR MASONRY OPENINGS WITH WOOD BUCKS LESS THAN 1-1/2' THICK, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, AND INTO MASONRY SUBSTRATE. WOOD BUCKS WITH MASONRY ARE OPTIONAL. 5. WOOD, METAL, OR MASONRY OPENINGS, BUCKS, AND BUCK FASTENERS, BY OTHERS, SHALL BE PROPERLY DESIGNED AND INSTALLED BY OTHERS TO TRANSFER SUPERIMPOSED LOADS TO THE STRUCTURE. ADEQUACY OF THE STRUCTURE TO RECEIVED THESE LOADS SHALL BE VERIFIED BY THE CONTRACTOR OR AUTHORITY HAVING JURISDICTION (AHJ). 6. IT IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD OR AS APPROVED BY THE AHJ TO SELECT PLY GEM PRODUCTS TO MEET ALL APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES, OR OTHER SAFETY REQUIREMENTS FOR EACH INSTALLATION. 7. SHIMS ARE REQUIRED WHERE GAPS OF GREATER THAN 1/16' EXIST BETWEEN OPENING AND FRAME. MAX. SHIM STACK IS 1/4'. SHIMS SHALL BE LOAD-BEARING AND CAPABLE OF TRANSFERRING LOADS TO THE SUBSTRATE. 8. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER INFILTRATION RESISTANCE OF THE INSTALLED PRODUCT SHALL BE THE RESPONSIBILITY OF OTHERS USING ASTM E 2112 AND IS NOT ADDRESSED BY THIS DOCUMENT. 9. INSTALLED GLAZING SHALL COMPLY WITH ASTM E 1300. 10. ALL FASTENERS PENETRATING INTO PRESSURE TREATED WOOD SHALL BE CAPABLE OF PREVENTING CORROSION DUE TO REACTION WITH PRESSURE TREATMENT CHEMICALS. ANY DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE PROTECTED TO PREVENT REACTIONS IN ACCORDANCE WITH CODE REQUIREMENTS. 11. A WIND LOAD DURATION FACTOR CD = 1.6 WAS USED FOR THE ANALYSIS OF WOOD SCREWS ONLY. 12. PRODUCTS SHALL BE CONSTRUCTED AS SPECIFIED IN TEST REPORTS NATIONAL CERTIFIED TESTING LABORATORIES 110-15596-1 8 -2, 110-15597-1, 110-15598-1, 110-15599-1 8 -2, 110-15600-1, 110-1601-1, 110-15602-1, 110-15605-1, 110-16027-1, 110-16028-1, 110-16245-1, 110-19262-1, 110-19348-1 THRU -5. 13. DESIGNATION 'X' IS FOR OPERABLE PANEL AND '0' IS FOR FIXED PANEL. 14. USE 100% PURE SILICONE CAULK COMPLIANT WITH AAMA 800 SECTION I - SEALANT SPECIFICATIONS FOR USE WITH ARCHITECTURAL FENESTRATION PRODUCTS. 15. USE A BACKER ROD ON ALL JOINTS >3/4' DEEP AND/OR WIDER THAN 1/4'. FINISHED CAULK JOINT SHOULD BE A MINIMUM OF 3/8' DEEP. FL 16103.1 TABLE I: INSTALLATION FASTENERS TABLE Lucas Tumer 2017-12-20 03:31+19:00 ID SUBSTRATE TYPE SIZE CHART SHEET OVERALL SIZE MOTH HEIGHT MAX. DESIGN PRESSURE GLAZING TYPE 7 CONFIG. 35-15/16' S4' SO/. 50 PSF TYPE GI / EVEN SASH 40' 72' .SO/- SO PSF 45' 72' +50/- SO PSF 52-1/5' 62' +50/- 50 PSF 53' 77-1/5' +50/- 50 PSF 41.1 77-I/5' +40/- 40 PSF 63' 77.1/5' +40/- 40 PSF 3S-15/16' 7315/16- .35/- 35FSF 35-15/16' 73 IS/16' +50/- 50 PSF 45.1/16' 95-15716' 30/- 35 PSF TYPE Gil ORIEL SASH45.1/16' 95-15/16' .25/- 30 PSF 44.1/16' 77-1/5' 40/- 40 PSF TWE G2 / EVEN SASH 36-1/16' 74-1/16' +50/- 50 PSF 35-7/16' 73-1/2' .35/- 35 PSF 35-15/16' 61 1S/16' 35/- 3S PSF TYPE G3 / EVEN SASH 33-1/2' 75-1/2' .30/- 30 PSF 40.1/16' 72' +2S/- 35 PSF 43-15/16' 77-I/6' .25/- 25 PSF TABLE I: INSTALLATION FASTENERS TABLE Lucas Tumer 2017-12-20 03:31+19:00 ID SUBSTRATE TYPE TABLE OF CONTENTS SHEET SHEET DESCRIPTION I INSTALLATION 6 GENERAL NOTES 2 ELEVATIONS B ANCHOR SCHEOULE 3 VERTICAL SECTIONS 4 HORIZONTAL SECTIONS B GLAZING DETAILS TABLE I: INSTALLATION FASTENERS TABLE Lucas Tumer 2017-12-20 03:31+19:00 ID SUBSTRATE TYPE ANCHOR TYPE MIN. EMBED. MIN EDGEDISTANCE FIN INSTALLATION A ZX MIN. SPRUCE -PINE -FIR WOOD g8 WOOD SCREW 1-1/2' 7/16' G=0.42) U 16 GAUGE (0.060') STEEL 36 KSI MIN. 810-16 SELF -DRILLING SCREW FULL, PLUS 3 7/16' B OR I/8' ALUM. 6063 -TS MIN. EKS/GRIL-FLEX/KWIK-FLEX THREADS MIN. FRAME OR CLIP INSTALLATION C CONCRETE (2 KSI MIN.) 3/16' ITW TAPCON 1-1/2' 1-1/8' D HOLLOW OR GROUT -FILLED CMU 3/16' ITW TAPCON 1' 2' O 117 PCF MIN.) J N a E 2X MIN. SOUTHERN PINE WOOD 3/16' ITW TAPCON 1-3/8' 7/8' G=0.55) O F ZX MIN. SOUTHERN PINE WOOD 10 WOOD SCREW 1-3/8' 7/8' Z G=0.55) NLU W G 16 GAUGE (0.0601 STEEL 36 KSI MIN. 810-16 SELF -DRILLING SCREW FULL, PLUS 3 1 1/2• u OR 1/8' ALUM. 6063-T5 MIN. TEKS/DRIL-FLEX/KWIK-FLEX THREADS MIN. NOTE. ALL SCREWS AND TAPCONS SHALL HAVE MOD. TRUSS, PAN, OR HEX WASHER HEAD, 0 42' MIN. HEAD OR WASHER DIAMETER FOR FIN ANCHORS, 0.355' MIN. HEAD OR WASHER DIAMETER FOR FRAME ANCHORS. f; Ply Gem• 433 N MAIN ST.. FO SOX 339. ROCKY MOVR. VA 7401 M: 340434.4X3 FX• 340-4144013 n 0aao q oa $ ^f Q.6 m3VI m Q H J No 58101 tFP 3Qs BTATE OF . <u' 12/19/2017 LUCAS A. TURNER, P.E. FL PE 8 58201 TURNER ENGINEERING & CONSULTING, INC. COA % 29779) 1239 JABARA AVE. NORTH PORT. FL 34288 PH. 941-380-1574 PGW181 SHEET: I OF C Q'. Z 3 2 U L Z W O y_ J N a F mQ OC rc O Vm 0N Z LLW NLU W o 2o u ow N 2iW W a x o lu HM- I = Q m V Q.6 m 3VI m Q H J No 58101 tFP 3Qs BTATE OF . <u' 12/19/2017 LUCAS A. TURNER, P.E. FL PE 8 58201 TURNER ENGINEERING & CONSULTING, INC. COA % 29779) 1239 JABARA AVE. NORTH PORT. FL 34288 PH. 941-380-1574 PGW181 SHEET: I OF C UNIT MAX. WIDTH Ply Geme SEE SIZE CHART, SHEET I UNIT MAX. WIDTH W M "mm ST.. ro w+ $». SEE SIZE CHART. SHEET I B C ROCKY Mawr. VA 24M 3 3 fXscaauwsc sao-aM.•Mat 8 C w o a 033Qe00 G PP NOTE: MAXIMUM ORIEL UNIT FIXED D.L.O. w E HEIGHT IS LIMITED TO 50-7/8'. w Xw 4 4 w E .0. F wN Cw u rn 4 I 4 3 gr{ 3 0: a=a(~ = ) 0' 00 Z o Q V ~ N 0 O LL uj W y win UHN w 0 cnW o X N7 O X n N n•` n y i Zw Q w m C O 0N N W N m d Z= W W K v O O OL ~ A 0 A 0 N $ o = wo 3 3 S 3 uil i n a TYPICAL ELEVATIONZ m " TYPICAL ELEVATION EVEN SASH ORIEL SASH F m N mcoF 3 E = u Z 15' IS' pspu npT 4' FROM 0-I/2' 6' FROM D.C.. 6' FROM D.C. 6' FROM aaa 10REW Tiii coRNER. TYP. O.C.. TYP. 14 r-1 CORNER, TYP. TYP. CORNER, TYP. TYP. CORNER. TYP. :CENe,`., 3; No Sg20/ : p a 0 —F 12• D.C.. T 12• D.C.. T TYP TYP EXTRA ANCHORS 2y gTATE OF . W O ( MARKED W/ 'X') $0., * •: <u: 0. INSTALLATION no. MOM EOUIREDFORALL %,FS•.OR10.•''O\2. ANCHOR. TYP. INSTALLATION WINDOW WIDTHS h%iN..* 41% y ANCHOR. TYP. I 2' EACH OVER 44-1/16' 2' EACH 1 X J O C TYP SIDE OF / SIDE OF MTG. RAIL 4 4' FROM MTG. RAIL 4 4' FROM 12/19/2017 Jr' 4 CENTER, 0 CENTER, 0 LUCAS A. TURNER, P.E. uXn TYP. / EXTRA ANCHOR EXTRA ANCHOR nXn LOC. TO TYP. RX. LOC. TO FL PE 19 58201 1 NEAREST NEAREST TURNER ENGINEERING do EXTRA ANCHORS q STANDARD LOC., STANDAR LOC., CONSULTING. INC. INSTALLATION (CIRCLED LOCATIONS) J' 2GOA j 2977 AVE. ANCHOR. TYP. REOUIREO FOR ALL 1239 ORT.JABAF V WINDOW WIDTHS 4' O.C. I NORTH 9401-380- 157488 OVER 44-1/16' 6' FROM I INSTALLATION CORNER, TYP. ANCHOR AT CLIP. TYP. DWG $: ANCHOR LAYOUT ANCHOR LAYOUT ANCHOR LAYOUT PG W 181 FL 16103.1 FIN INSTALLATION FRAME INSTALLATION CLIP INSTALLATION SHEET: 2 OF 5 SUBSTRATE BY OTHERS SILICONE CAULK SEE NOTES I6 5 15, SHEET I EXTERIOR MIN. EMBED. MIN. EDGE DIST. INSTALLATION ANCHOR SEE TABLE 1. SHEET I SEE TABLE 1, SHEET I SEE TABLE 1, SHEET 1 SUBSTRATE INSTALLATION ANCHOR BY OTHERS SEE TABLE I, SHEET I MIN. EDGE 01ST. MIN EMBED. SEE TABLE I, SHEET I SEE TABLE 1, SHEET I SILICONE CAULK y , 1 Nee unrce i. cuccr ...... 1 TSEE GLAZING DETAILS SHEET 5 INTERIOR g VERTICAL SECTION 3 HEAD BRICKMOULD FRAME - RN INSTALLATION SEE GLAZING DETAILS SHEET 5—,, EXTERIOR SILICONE CAULK SEE NOTES 14 8 15, SHEET I 11\ INTERIOR SUBSTRATE BY OTHERS MIN EDGE 01ST. SEE TABLE 1. SHEET 1 A VERTICAL SECTION I FL 16103.1 3 SILL BRICKMOULO FRAME -CUP INSTALLATION SEE GLAZING DETAILS SHEET 5 L I/4' MAX. ri SHIM SPACE SEE GLAZING DETAILS SHEET 5 EXTERIORINTERIOR C VERTICAL SECTION 3 HEAD 1 BEVELED FRAME -FRAME INSTALLATION I / SEE GLAZING / DETAILS SHEET 5 I I VERTICAL SECTION EXTERIOR I 3 MEETING RAIL TYPICAL 5/16' MIN, I/L• MAX SHIM SPACE MIN EMBED. SEE TABLE 1• SHEET I INSTALLATION ANCHOR SEE TABLE I, SHEET I jl SEE GLAZING DETAILS SHEET 5 INTERIOR I/6- MAX. MIN. EDGE 01ST. SHIM SPACE r SEE TABLE I. i SHEET I of. Ply Gem• OWS aaa N. "N ST . PO SOX S". ROCKY MOUNT. VA 2x51 PN: 344d44.-6346 ra:a o-ua-aaas o e oQPpN P o - Ne 58201 t STATE OF SILICONE CAULK ' x2 SEE NOTES 14 6 15. SHEET I 12/19/2017 LUCAS A. TURNER, P.E. FL PE 8 58201 SUBSTRATE------ TURNER ENGINEERING & BY OTHERS INSTALLATION ANCHOR CONSULTING, INC. SEE TABLE I, SHEET I ( CDA 8 29779) 1239 JABARA AVE. MIN. EMBED. NORTH PORT. FL 34288 PH. 941-380-1574 SEE TABLE I, SHEET I DWG >R p VERTICAL SECTION P G W 181 3 SILL SHEET: BEVELED FRAME - FIN INSTALLATION 3 of 5 S z uo N o d w oLu J aJ 9 yw NW N 610 z W cctu N LL O W LZ F Yl F W O W UJ d a J F I Z Q m U Lun Qi aa P COCO 3E rm le w a uzN Ne 58201 t STATE OF SILICONE CAULK ' x2 SEE NOTES 14 6 15. SHEET I 12/19/2017 LUCAS A. TURNER, P.E. FL PE 8 58201 SUBSTRATE------ TURNER ENGINEERING & BY OTHERS INSTALLATION ANCHOR CONSULTING, INC. SEE TABLE I, SHEET I ( CDA 8 29779) 1239 JABARA AVE. MIN. EMBED. NORTH PORT. FL 34288 PH. 941-380-1574 SEE TABLE I, SHEET I DWG >R p VERTICAL SECTION P G W 181 3 SILL SHEET: BEVELED FRAME - FIN INSTALLATION 3 of 5 MIN EMBED. MIN, EDGE DIST. SEE TABLE I, SHEET 1 1/4' MAX. SEE TABLE I, SHEET I Ply Gem* SHIM SPACE SUBSTRATE 1/4' MAX T;• BY OTHERS SHIM SPACE INTERIOR INTERIOR INSTALLATION ANCHOR 333 N. NYU ST.. 10 SO[ 3N. SEE TABLE 1, SHEET I ROCKY ~T. VA 14GI MIN. EDGE OIST._ MIN. EMBED. 340.49m. xr' r3. sao-a14•wu SEE TABLE 1, SHEET I SEE TABLE 1, SHEET I SEE GLAZING o e = DETAILS SHEET 5 a g o o p G 140 N SUBSTRATE BY OTHERS m SEE GLAZING p DETAILS SHEET 5 zz INSTALLATION ANCHOR SEE TABLE I, SHEET I e 02 z Wz EXTERIOR EXTERIOR tu SILICONE CAULK a H a E HORIZONTAL SECTION SEE NOTES 14 6 15, SHEET 1 F HORIZONTAL SECTION i ys Z a W SILICONE CAULK 4 JAMB JAMB4 o i pN u m SEE NOTES 14 8 15, SHEET 1 BRICKMOULD FRAME • FRAME INSTALLATION BRICKMOULD FRAME • FIN INSTALLATION v - w z F f w O LL W J 6 M Q MIN. EMBED. Z a m u SEE TABLE I, SHEET I F MIN. EMBED. 4 I/4' MA%. SEE TABLE 1, SHEET I F m J y SHIM SPACE SHIM SPACE a rn 3 E Fuz o. o u T SUBSTRATE MIN. EDGE 01ST. 5/16' MIN. INTERIOR INTERIORE BY OTHERS qV SEE TABLE I, SHEET I 1pRE11 6 INSTALLATION ANCHOR J`J8 EN'• 8F•.;Qy. SEE TABLE 1, SHEET I3 r 01 '.,A INSTALLATION ANCHOR SEE GLAZING DETAILS SHEET 5 90. STATE OF i 4¢i SEE TABLE I, SHEET IMIN. EDGE DIST. ONA.01,11SEETABLE1, SHEET I fell GLAZING SUBSTRATESEE DETAILS SHEET 5 12/19/2017 BY OTHERS LUCAS A. TURNER, P.E. o FL PE 8 58201 TURNER ENGINEERING do EXTERIOR EXTERIOR •' CONSULTING, INC. SILICONE CAULK 29779) SEE NOTES 14 B 15, SHEET I 12399 JA8BARA AVE. SILICONE CAULK NORTH PORT. FL 34288 SEE NOTES 14 8 15, SHEET I PH. 941-380-1574 G HORIZONTAL SECTION H HORIZONTAL SECTION DWG IF. 4 JAMB 4 JAMB P G W 181BEVELEDFRAME - CUP INSTALLATION BEVELED FRAME - FRAME INSTALLATION FL 16103.1 SHEET: 4 OF 5 f. Ply Gem• WINDOWS to N. NUN ST.. n SOS SN. UY MOUNT. VA 14131 m 540.4"4m FS. 5&0.4"-MI3 7/8. O A. 7/8. O.A J INSULATED w o e INSULATED I — ANNEALED r m ANNEALED I GLASS UNIT o u u EXTERIOR GLASS UNIT EXTERIOR > N m m J J J I / Q I 1/2' MIN. TYP./ INTERIOR I/2' MIN. / INTERIOR GLASS SITE v, Z OGLASSBITEITETWO-SIDED z 3 F DOW 1199 GLAZING TAPE SILICONE GLAZING DETAIL 2 to GLAZING DETAIL 1 = W o mNVZQQ K W r O O 1p N V o d 2 LL W to w oa r W K u O_ a: u oW J ^ a r 13/16' O.A. F Z a m u INSULATED ANNEALED iii '=' m y m r m y Q H EXTERIOR — \ GLASS UNIT c o Q E y Z 1/2' MIN. TYP. GLASS SITE INTERIOR No 58201 P COMPRESSION GLAZING TAPE 'PE BTATE OF t16. GLAZING DETAIL ,°°•<Oglot:o.2` APPLICABLE TO FIXED LITE ONLY 4S ONA11Ep` FOR SASH SEE GLAZING DETAIL 1 z 12/19/2017 LUCAS A. TURNER, P.E. FL PE If 58201 TURNER ENGINEERING k CONSULTING, INC. COA 19 29779) 1239 JABARA AVE. NORM PORT, FL 34288 PH. 941-380-1574 DWG is PGW181 FL 16103.1 SHEET: 5 OF Cil PLY GEM WINDOWS SERIES 1500 INTEGRAL MULLED WINDOW IfuhPlyGemWINDOWS INSTALLATION NOTES. 1 ONE (D INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 012 INCH (I.E.. WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 5. FOR INSTALLATION INTO WOOD FRAMING USE 08 WOO) SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES. INCLUDING BUT NOT LIMITED TO STUCCO. FOAM. BRICK VENEER. AND SIDING. 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 8. INSTALLATION ANCHORS SMALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55. FL 16103.2 NON -IMPACT) AS TESTED GENERAL NOTES, 1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WOMA/CSA 101/IS.2/A440-05/08 2, ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND ZX FRAMING AS A MAN WINO FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOAD$ TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE, BUCK DESIGN AND INSTALLATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL PVC 7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS. OVERALL SIZE HEIGHT MAX. DESIGN PRESSURE UNIT TYPE MISSILE IMPACT RATING I 60' SO/- 60 PSF TWIN I E'72-ur 71-HS/16- +SO/- SO PSF 77-1/8' .40/- 40 PSFNONIMPACT 60' +45/- 65 PSF TRIPLEi100-1/16' 74-1/16' 25/- 35 PSF 121-1/16' 1 77.1/16' +45/- 45 PSF NOTE. SEE SHEET 2 FOR ALL OUALIFIEO CONFIGURATIONS 433 H. HAW ST.. Uro sox 5$0 ROCKY HOWT. VA ZAISI PH u0-4wuA FX- 540-464-6603 Lu — h P N x Z cc EJ 3 00Iu 1 zO aX ~ SL V u K wq u F N zw o o Z Lo N Q LL W C Cx w N F QO w1 IO N I;' I IN Z I 0WHU7WH NQ TABLE OF CONTENTS SHEET SHEET DESCRIPTION I INSTALLATION 6 GENERAL NOTES 2 ELEVATIONS 3 ANCHOR SCHEDULE 4 VERTICAL SECTIONS 5 HORIZONTAL SECTIONS 6 COMPONENTS, BILL OF MATERIALS. 6 GLAZING DETAILS 433 H. HAW ST.. Uro sox 5$0 ROCKY HOWT. VA ZAISI PH u0-4wuA FX- 540-464-6603 Lu — h P N x Z cc EJ 3 00Iu 1 zO aX ~ SL V u K wq u F N zwo o Z Lo N Q LL W C Cx w N F QO w1 IO N I;' I IN Z I 0WHU7WH NQ f; Ply Gem• WINDOWS 4" N MAIN ST. FO WR $39 ROCKY MOUNT. Y4 24131 FII. 340-L"S s FX S4"44.4l33 w UNIT MAX. UNIT MAX. Q o WIDTH 12j,' WIDTH 641' 3 o xx O.L.O MAX O.L.O MAX. Z m j WIDTH 3548' WIDTH 37' 3 8 C o 4 4 B J 4 4 j Y O_ Q F- yl O_ V K c e GQ W 5 S ?W o E F E F aw 00 F uNlr MAX. S 5 D.L.O. MAX. UNIT MAX S S to _ HEIGHT HEIGHT HEIGHT w w c 7716' ,1 771' O.L.O. MAX. W 0 7 HEIGHT a 72' 0 uiJ O Q H Z N >} Hm m Q 0] JN Q Z bc U ZONN A D D 4 4 4 TYPICAL ELEVATION TYPICAL ELEVATION TRIPLE UNIT TWIN UNIT NOTE: o SERIES 1500 INTEGRAL MULLED WINDOW Ul SEE SHEET 3 FOR ANCHOR LAYOUTS 5 H UNIT TYPE QUALIFIED SCHEDULE OF ALL QUALIFIED UNIT SIZE N CONFIGURATIONS AND DESIGN PRESSURE COMBINATIONS. H fA TWIN UNITS 00 Q TRIPLE UNITS 000 DWG #: PGW198 FL 16103.2 SHEET• OF 6 I l I III IIII 4' FROM J 1 e' O.C., 4' FROM CORNER. TYP. TYPICAL ELEVATION FIN INSTALLATION 121-1/16' x 77-1/16' UNIT INSTALLATION ANCHOR, TYP. 1. ANCHOR SPACING LISTED ABOVE IS BASED ON MAXIMUM UNIT SIZE AND PRESSURE LISTED SPACING 15 UUALIh ICV FOR SMALLER UNITS OR UNITS REQUIRING A LOWER PRESSURES. 2. FOR FRAME INSTALLATION, ANCHOR CLIPS ARE REQUIRED AT THE SILL SPACED AS SHOWN IN CHART. 3. ANCHOR METHODS MAY BE INTERMIXED AS LONG AS ANCHOR SPACING, TYPE, ETC. ADHERES TO REQUIREMENTS LAID OUT IN THIS DOCUMENT (I.E. FRAME INSTALL AT HEAD 8 JAMBS, FIN INSTALL AT SILL) FL 16103.2 S' FROMJ 6'. TYP. MIDSPAN, CORNER, TYP. _ I I T P. Si' FROM CORNER, TYP 1- MIDSPAN. TYP. L 6- FROM 18 O CORNER, TYP. TYP. TYPICAL ELEVATION FRAME INSTALLATION 64-1/4' x 77-1/8' UNIT 6' FROM _ CORNER, TYP. INSTALLATION ANCHOR, TYP. JSTALLATION NCHOR AT CLIP, TYP. TYPICAL ELEVATION CLIP INSTALLATION 64-1/4' x 77-1/8' UNIT 6' FROM CCORNER, TYP. T 1 O.C.. YP. T INSTALLATION ANCHOR AT CLIP, TYP. f; Ply Gem• OWS 433 N. NAIN ST. ro BOR $56 ROCKY HOUK. V4 241% 5% 5404644344 x 5404644653 w Q o O nl 3 C m J Z OwJ j W E Z0 OL N u Z $ wW ooh0 z N 0 QV3 WW LL W ui VI C0 7 I N l;' I= IVI Z I 0WF- IAWF - V1Q PGW198 ET: 3 OF L SERIES 1500 INTEGRAL MULLED WINDOW - ANCHOR SCHEDULE UNIT SIZE UNIT TYPE DESIGN FIN INSTALLATION I TYPE 6 ANCHOR FRAME SPACING CLIP WIDTH HEIGHT PRESSURE HEAD JAMB SILL I HEAD JAMB SILL HEAD JAMB SILL 721/2' 60' TWIN 50/-60 PSF 8.00' 8.00' 8.00' MIDSPAN MIDSPAN 16.00' 18.00' 16.00' 1600, 801/2' 17115/16', 50/-50 PSF 8.00' 8.00' 8.00' MIDSPAN MIDSPAN 18 00'6 18.00' 16.00' 18.00' 841/4' 771/8' 40/40 PSF 8.00' 8.00' 8.00' MIDSPAN MIDSPAN 18.00'6 18.00' 16.00' 18-00- 109. 60' TRIPLE 45/-65 PSF 8.00 8.00' 8.00' MIDSPAN MIDSPAN 18.00'6 18.00' 16.00' 16.00- 8.00' 1091/16' 109 1/16*741/16' 25/-35 PSF 8.00'8.00' 8.00' MIDSPAN MIDSPAN 18.00'6 18.00' 16.00' 18.00' 1211/16' T71/16* 45/45 PSF 8.00' 1 8.00' 1 8.00' 1 MIDSPAN MIDSPAN 1 18.00-116.00- 16.00' 18.00' 1. ANCHOR SPACING LISTED ABOVE IS BASED ON MAXIMUM UNIT SIZE AND PRESSURE LISTED SPACING 15 UUALIh ICV FOR SMALLER UNITS OR UNITS REQUIRING A LOWER PRESSURES. 2. FOR FRAME INSTALLATION, ANCHOR CLIPS ARE REQUIRED AT THE SILL SPACED AS SHOWN IN CHART. 3. ANCHOR METHODS MAY BE INTERMIXED AS LONG AS ANCHOR SPACING, TYPE, ETC. ADHERES TO REQUIREMENTS LAID OUT IN THIS DOCUMENT (I.E. FRAME INSTALL AT HEAD 8 JAMBS, FIN INSTALL AT SILL) FL 16103.2 S' FROMJ 6'. TYP. MIDSPAN, CORNER, TYP. _ I I T P. Si' FROM CORNER, TYP 1- MIDSPAN. TYP. L 6- FROM 18 O CORNER, TYP. TYP. TYPICAL ELEVATION FRAME INSTALLATION 64-1/4' x 77-1/8' UNIT 6' FROM _ CORNER, TYP. INSTALLATION ANCHOR, TYP. JSTALLATION NCHOR AT CLIP, TYP. TYPICAL ELEVATION CLIP INSTALLATION 64-1/4' x 77-1/8' UNIT 6' FROM CCORNER, TYP. T 1 O.C.. YP. T INSTALLATION ANCHOR AT CLIP, TYP. f; Ply Gem• OWS 433 N. NAIN ST. ro BOR $56 ROCKY HOUK. V4 241% 5% 5404644344 x 5404644653 w Q o O nl 3 C m J Z OwJ j W E Z0 OL N u Z $ wW ooh0 z N 0 QV3 WW LL W ui VI C0 7 I N l;' I= IVI Z I 0WF- IAWF - V1Q PGW198 ET: 3 OF L CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY 6 ZX WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS '. SILICONE SEALANT BY OTHERS I 0 A. UNIT ` HEIGHT EXTERIOR 1 1/2' MIN. EMBEDMENT IF8 WOOD SCREW w •. INSTALLATION ANCHOR 4. if. SEE GLAZING DETAILS SHEET 6 INTERIOR g VERTICAL SECTION 4 HEAD - STEEL STUD BRICKMOULD FRAME - FIN INSTALLATION SEE GLAZING DETAILS SHEET 6 EXTERIOR \ INTERIOR O.A. / UNIT 1 HEIGHT 3 A. 3/L' MIN. EDGE DISTANCE I/4' MAX. SHIM SPACE CONCRETE/ MASONRY BY OTHERS S/4' MIN. CAULK BETWEEN EDGE DISTANCE IN WOOD SCREW CONCRETE/ MASONRY 6 2X INSTALLATION ANCHOR WOOD BUCK BY OTHERS • ' 2X WOOD BUCK ' 6 1 1/2' MIN. BY OTHERS EMBEDMENT EXTERIOR FINISH BY OTHERS GertPlyiV WINDOW ass N. MAIN ST.. PO241SOX 1ROCKYnor. v6 ua FX 64"44.6344 FX: 540464-6643 F m m S 1/4' MAX SILICONE SEALANT 7 w o BY OTHERS SHIM SPACE o N t EXTERIOR INTERIOR SILICONE SEALANT x BY OTHERS 1 1/2' MIN. EXTERIOR FINISH HEIGHT 20 EMBEDMENT BY OTHERS B 1/4'MAX. SHIM SHIM SPACE ZX WOOD BUCK 2 _ ` SHIM SPACE o EDGE DISTANCE 1-- BY OTHERS wJ LU CAULK BETWEEN 4 O.A. 1 oEo CRETE/ MASONRY 6 2X UNIT ` J Q 4 .' 88 WOOD SCREW WOOD BUCK BY OTHERS HEIGHT SEE GLAZING aW 3/4' MIN. INSTALLATION ANCHOR CONCRETE/ MASONRY BY OTHERS DETAILS SHEET 6 EDGE DISTANCE BY OTHERS CONCRETE/ MASONRY 6 2% q VERTICAL SECTION CONCRETE/ MASONRY SILL-MASONRY/CONCRETE oZ FL 16103.24 BY OTHERS BRICKMOULD FRAME - CUP INSTALLATION CONCRETE/ MASONRY BY OTHERS S/4' MIN. CAULK BETWEEN EDGE DISTANCE IN WOOD SCREW CONCRETE/ MASONRY 6 2X INSTALLATION ANCHOR WOOD BUCK BY OTHERS • ' 2X WOOD BUCK ' 6 1 1/2' MIN. BY OTHERS EMBEDMENT EXTERIOR FINISH BY OTHERS GertPlyiV WINDOW ass N. MAIN ST.. PO241SOX 1ROCKYnor. v6 ua FX 64"44.6344 FX: 540464-6643 F m m a m J y DETAILS SHEET 6 SILICONE SEALANT ao N w o u BY OTHERS o N EXTERIOR INTERIOR x O.A. m J HEIGHT 20 I/4' MAX. Z 3 B 1/4'MAX. SHIM SHIM SPACE OQ 2 _ ` SHIM SPACE o EDGE DISTANCE 1-- wJ LU SILICONE SEALANT 4 O.A. 1 oEo zpUNIT ` J Q H BY OTHERS HEIGHT SEE GLAZING aW u BY OTHERS DETAILS SHEET 6 Z, F a CONCRETE/ MASONRY 6 2% Z y wc CONCRETE/ MASONRY INTERIOREXTERIORINE_ oZ OWG k: BY OTHERS p VERTICAL SECTION P G W 19 8 N W O Q BEVELED FRAME - FIN INSTALLATION 4 4/ W W LK C VERTICAL SECTION N Q HEAD - STEEL STUD d BEVELED FRAME • FRAME INSTALLATION w1 m SEE GLAZING F m m a m J y DETAILS SHEET 6 ao N 3 '1 u o u EXTERIOR INTERIOR O.A. UNIT 3 HEIGHT 20 B 1/4'MAX. SHIM SHIM SPACE OQ 3/4' MIN. 0111 EDGE DISTANCE 1-- tALU SILICONE SEALANT BY OTHERS Q EXTERIOR FINISH BY OTHERS 2X W000 BUCK BY OTHERS CAULK BETWEEN ' • I ° CONCRETE/ MASONRY 6 2% WOOD BUCK BY OTHERS EMBEDMENT CONCRETE/ MASONRY IN TALLWOOSCREW INSTALLATION ANCHOR OWG k: BY OTHERS p VERTICAL SECTION P G W 19 8 4 SILL-STEELSTUD SHEET - OF 6BEVELEDFRAME - FIN INSTALLATION 4 1 1/2' MIN. EMBEDMENT iib WOOD SCREW I/4' MAX. INSTALLATION ANCHOR SHIM SPACE BY OTHERS INTERIOR 3/4' MIN. EDGE DISTANCE .' 2X WOOD BUCK BY OTHERS ° EXTERIOR FINISH SEE GLAZING DETAILS SHEET 6 CONCRETE/ MASONRY d; BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY 8 2X WOOD BUCK BY OTHERS ZX WOOD BUCK •: BY OTHERS EXTERIOR FINISH ' a : EXTERIOR BY OTHERS I 0 A. SILICONE SEALANT UNIT BY OTHERS WIDTH E HORIZONTAL SECTION 5 JAMB-MASONRY/CONCRETE BRICKMOULD FRAME - FRAME INSTALLATION 1 1/2' MIN. 48 WOOD SCREW EMBEDMENT INSTALLATION ANCHOR I 1/4' MAX. SHIM SPACE 3/4' MIN, EDGE DISTANCE a CONCRETE/ MASONRY " BY OTHERS CAULK BETWEEN ~ CONCRETE/ MASONRY & 2X WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS ° EXTERIOR FINISH INTERIOR e / BY OTHERS SEE J/ EXTERIOR DETAILS SILICONE SEALANT V O.A. BY OTHERS UNIT WIDTH G HORIZONTAL SECTION FL 16103.2 VELINEDFRA CUMASONRY/ CONCRETE STALATION SEE GLAZING DETAILS SHEET I S8 WOOD SCREW INSTALLATION ANCHOR 3/4' EDGE CONCRETE/ MASONRY DISTANCE BY OTHERS INTERIOR /• •. CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS SEE GLAZING nis- DETAILS SHEET 6 11/2' MIN. EMBEDMENT I 1L. . .••r. EXTERIOR 1 O.A. UNIT WIDTH F HORIZONTAL SECTION 5 JAMB -STEEL STUD BRICKMOULD FRAME - FIN INSTALLATION 2X WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS SILICONE SEALANT BY OTHERS H HORIZONTAL SECTION 5 INTEGRAL MULLION TYPICAL ZING SHEET 6 L` Ply Gem - WINDOWS 433 N. twm ST., b COR 530 ROCKY MOUNT. VA 94151 A1. 540.64.4345 PX: 540.494.643 W p0 O N IO . 7 IdI3IU IN Z I 0WHLUWF— VfQ 5 of 6 OBRICKMOULD ANCHOR CLIP O BEVELED ANCHOR CLIP PVC PVC 2.46• 0.262• J o.oa 0.262• J 0.065 OMULLION REINFORCEMENTO FIXED SILL 10 STEEL II PVC FL 16103.2 OBRICKMOULD FRAME PVC T- 3.53' — 1 3.667' 0.065' TYP. OGLAZING BEAD PVC 0. 72I OBRICKMOULD SILLO BEVELED SILL PVC PVC 3 53•—1 3.402'I 3.435' 3.56' 17 0.065 TYP. 0.065' TYP. TYP. NOTE USE OF EITHER BRICKMOULD OR BEVELED FRAME TYPES IS QUALIFIED UNDER THIS APPROVAL TO THE SIZES AND PERFORMANCE LIMITS LISTED HEREIN. 7/6' O.A. INSULATED r— 3.26'—{ ANNEALED 0.064' 3' T—[: iI EXTERIOR -1 — GLASS UNIT 1.852• 0.06' 14L 11 0.9-11/2' MIN. TYP. / INTERIOR GLASS SITE DOW 995 SILICONE GLAZING DETAIL 1 FOR USE IN ANY LITE FIXED OR SASH) OBEVELED FRAME PVC i 3.602' E 0.065' W-=: TYP. OFRAME COVER PVC 1 2.006' 0.06 OINTEGRAL MULLION PVC 0.06' 3.402• s.1z4• BILL OF MATERIALS INSULATED ANNEALED ITEM NO. PART NO. DESCRIPTION MATERIAL MANUFACTURER/NOTES I BRICKMOULD FRAME PVC PLY GEM WINDOWS 2 BEVELED FRAME PVC PLY GEM WINDOWS 3 GLAZING BEAD PVC PLY GEM WINDOWS 4 FRAME COVER PVC PLY GEM WINDOWS 5 BRICKMOULD ANCHOR CLIP PVC PLY GEM WINDOWS 6 BEVELED ANCHOR CLIP PVC PLY GEM WINDOWS 7 BRICKMOULD SILL PVC PLY GEM WINDOWS 8 BEVELED SILL PVC PLY GEM WINDOWS 9 INTEGRAL MULLION PVC PLY GEM WINDOWS 10 MULLION REINFORCEMENT STEEL PLY GEM WINDOWS II FIXED SILL PVC PLY GEM WINDOWS OBRICKMOULD ANCHOR CLIP O BEVELED ANCHOR CLIP PVC PVC 2.46• 0.262• J o.oa 0.262• J 0.065 OMULLION REINFORCEMENTO FIXED SILL 10 STEEL II PVC FL 16103.2 OBRICKMOULD FRAME PVC T- 3.53' — 1 3.667' 0.065' TYP. OGLAZING BEAD PVC 0. 72I OBRICKMOULD SILLO BEVELED SILL PVC PVC 3 53•—1 3.402'I 3.435' 3.56' 17 0.065 TYP. 0.065' TYP. TYP. NOTE USE OF EITHER BRICKMOULD OR BEVELED FRAME TYPES IS QUALIFIED UNDER THIS APPROVAL TO THE SIZES AND PERFORMANCE LIMITS LISTED HEREIN. 7/6' O.A. INSULATED r— 3.26'—{ ANNEALED 0.064' 3' T—[: iI EXTERIOR -1 — GLASS UNIT 1.852• 0.06' 14L 11 0.9-11/2' MIN. TYP. / INTERIOR GLASS SITE DOW 995 SILICONE GLAZING DETAIL 1 FOR USE IN ANY LITE FIXED OR SASH) OBEVELED FRAME PVC i 3.602' E 0.065' W-=: TYP. OFRAME COVER PVC 1 2.006' 0.06 OINTEGRAL MULLION PVC 0.06' 3.402• s.1z4• FOR USE IN SINGLE HUNG FIXED LITES ONLY ih Ply GenWINDOW us K. !WR ST.. ro Sox SS9 ROCKY MOUNT. YA ZU51 PH. 54Oi"4um uaaui6u F E 0 w w 0 lui ONIc0 CD 3' IdI.Z. IU 14 I OLuHNWF NQ W198 6 OF 6 776. O.A. INSULATED ANNEALED GLASS UNIT EXTERIOR — 14, \ 1/2' MIN. TYP. INTERIOR GLASS BITE COMPRESSION GLAZING TAPE GLAZING DETAIL 2 FOR USE IN SINGLE HUNG FIXED LITES ONLY ih Ply GenWINDOW us K. !WR ST.. ro Sox SS9 ROCKY MOUNT. YA ZU51 PH. 54Oi"4um uaaui6u F E 0 w w 0 lui ONIc0 CD 3' IdI.Z. IU 14 I OLuHNWF NQ W198 6 OF 6 2/14/2018 Florida Building Code Online 1P F Professional ria SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I SCIS Site Map I Links I Search I dP Florida YProduct Approval I USER: Public User vs m,J.ia Product AnnfOyal Menu > Product or Aoolicatlon Search > Application List Search Criteria Code Version 2017 FL# 16104 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 FL# Iypg Manufacturer Vatidated By Status FL16104-114 Revision Ply Gem Windows National Accreditation & Management Institute Approved Hi ory Category: Windows (804) 684-5124 Subcategory: Fixed Approved oy worn. Appruvars oy worn >n uc ,cv,cwcv cow ,om,cv yr v,, — oov,v, vac Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Cop right 2007-2013 State of Florida.:: Pdy w Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: Credit Card Safe https://floridabuilding.org/pr/pr app_Ist.aspx 1/1 2/14/2018 Florida Building Code Online ME= Business & Professional . 1 rraum SCIS Home I Log in I user Registration I Hot Topics I Submit surcharge I Stats 6 Fads I Publications I FSC Staff I BCJS Site Map I Unks I Search Fblda YJ& Product Approval toptt I USER: Public User Product ARoroval Menu > Product or Aoollutlon Search > 0ppllcation List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Emall 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 FL16104-R4 Revision 2017 Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Ply Gem Windows 433 N. Main St. Rocky Mount, VA 24151 614) 532-3596 luanne.harris@plygem.com Luanne Harris luanne.harris@plygem.com Windows Fixed Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 AAMA/WDMA/CSA 101/I.S.2/A440 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2009 Method 1 Option A 12/20/2017 https:llnoddabuilding.org/pr/pi app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhlOwfMlaS%2bmis69%2bu%2b9HkgEWvjtUoil4FU%2W/%3d%3d 1/3 2/14/2018 Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online 12/21/2017 12/27/2017 FL fl Model, Number or Name Description 16104.1 Ply Gem 1500 Fixed Window, Non -Impact (Alt. Substrates) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No F 1 1 4_fP.4_C_C6g_NI011337.02-R2.Ddf Approved for use outside HVHZ: Yes FL16104_M_C_C6C NI011337.03-R1.Ddf Impact Resistant: No FL16104 gg__CAC NI011337-Rl.Ddf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: Refer to installation detail for sizes, configurations and 11/30/2022 ratings. Installation Instructions FL161 4 R4 II PGW177-B.Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL16104 _P_4 AE v R ort-PGW177-B.D f Created by Independent Third Party: Yes 16104.2 Ply Gem 1500 Fixed Window, Non -Impact (As Tested) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16104_l4C_CAC NI011337.02-R2.D4f Approved for use outside HVHZ: Yes FL16104_g4_rCAC NI011337.03-R1.Ddf Impact Resistant: No FL1610q_@4_S_CAC NI011337-R1.Ddf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: Refer to installation detail for sizes, configurations and 11/30/2022 ratings. Installation Instructions FL16104_R4_11 PGW178 AS TESTED.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 16104.3 Ply Gem 1500 Fixed Window, Impact (Alt. Substrates) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16104_E4_C_CAC_ NI011337.04-R2.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 11/30/2022 Design Pressure: N/A Installation Instructions Other: Refer to Installation detail for sizes, configurations and FL16104_g4_U_PGW179-B.Ddf ratings. Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL16104_a va Re ort-PGW179-B.Ddf Created by Independent Third Party: Yes 16104.4 Ply Gem 1500 Fixed Window, Impact (As Tested) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16104_g4_C_CAC_ NI011337.04-R2.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 11/30/2022 Design Pressure: N/A Installation Instructions Other: Refer to installation detail for sizes, configurations and FL16104_li4 II PGW180 AS TESTED.Ddf ratings. Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850.487-1824 The State of Florida Is an WEED employer. QRydoht 2007-2013 State of Florida.:: PAvacv Statement :: Accesslblllty Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. `Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 4SS, F.S., please dick here . Product Approval Accepts: https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhlOwfMlaS%2bmis69°/a2bua/o2b9HkgEWvjtUoll4FU%2W/%3d%3d 2/3 2/14/2018 Florida Building Code Online Credit Card Safe https:llfloridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhl0wfMlaS%2bmis69%2bu%2b9HkgEWvjtUol14FU%2iw%3d%3d 3/3 PLY GEM WINDOWS SERIES 1500 FIXED WINDOW (NON -IMPACT) NOTES: I. THIS INSTALLATION HAS BEEN EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE OUTSIDE THE HVHZ, AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES 00 NOT EXCEED THE DESIGN PRESSURE RATINGS HEREIN. 2. WHEN USED IN AREAS REQUIRING IMPACT PROTECTION, THIS PRODUCT REQUIRES THE USE OF APPROVED IMPACT PROTECTIVE DEVICES (SHUTTERS). 3. ANCHOR TYPE, SIZE, SPACING, EMBEDMENT, AND EDGE DISTANCE SHALL BE AS SPECIFIED IN THESE DRAWINGS. USE APPROPRIATE ANCHORAGE FROM TABLE I ACCORDING TO SUBSTRATE TYPE. A MINIMUM CENTER -TO -CENTER SPACING OF 3' SHALL BE MAINTAINED BETWEEN ALL INSTALLATION FASTENERS IN ANY DIRECTION. 4. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR MASONRY OPENINGS WITH WOOD BUCKS LESS THAN 1-1/2' THICK, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, AND INTO MASONRY SUBSTRATE. WOOD BUCKS WITH MASONRY ARE OPTIONAL. 5. WOOD, METAL, OR MASONRY OPENINGS, BUCKS, AND BUCK FASTENERS, BY OTHERS, SHALL BE PROPERLY DESIGNED AND INSTALLED BY OTHERS TO TRANSFER SUPERIMPOSED LOADS TO THE STRUCTURE. ADEQUACY OF THE STRUCTURE TO RECEIVED THESE LOADS SHALL BE VERIFIED BY THE CONTRACTOR OR AUTHORITY HAVING JURISDICTION (AHJ). 6. IT IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD OR AS APPROVED BY THE AHJ TO SELECT PLY GEM PRODUCTS TO MEET ALL APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES, OR OTHER SAFETY REQUIREMENTS FOR EACH INSTALLATION. 7. SHIMS ARE REQUIRED WHERE GAPS OF GREATER THAN 1/16' EXIST BETWEEN OPENING AND FRAME. MAX. SHIM STACK IS 1/4'. SHIMS SHALL BE LOAD-BEARING AND CAPABLE OF TRANSFERRING LOADS TO THE SUBSTRATE. 8. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER INFILTRATION RESISTANCE OF THE INSTALLED PRODUCT SHALL BE THE RESPONSIBILITY OF OTHERS USING ASTM E 2112 AND IS NOT ADDRESSED BY THIS DOCUMENT. 9. INSTALLED GLAZING SHALL COMPLY WITH ASTM E 1300. 10. ALL FASTENERS PENETRATING INTO PRESSURE TREATED WOOD SHALL BE CAPABLE OF PREVENTING CORROSION DUE TO REACTION WITH PRESSURE TREATMENT CHEMICALS. ANY DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE PROTECTED TO PREVENT REACTIONS IN ACCORDANCE WITH CODE REQUIREMENTS. 11. A WIND LOAD DURATION FACTOR CD = 1.6 WAS USED FOR THE ANALYSIS OF WOOD SCREWS ONLY. 12. PRODUCTS SHALL BE CONSTRUCTED AS SPECIFIED IN TEST REPORTS NATIONAL CERTIFIED TESTING LABORATORIES 110-15589/90/92/95-1 13. DESIGNATION 'O' IS FOR FIXED PANEL. 14. USE 100% PURE SILICONE CAULK COMPLIANT WITH AAMA 800 SECTION I - SEALANT SPECIFICATIONS FOR USE WITH ARCHITECTURAL FENESTRATION PRODUCTS. 15. USE A BACKER ROD ON ALL JOINTS >3/4' DEEP AND/OR WIDER THAN 1/4'. FINISHED CAULK JOINT SHOULD BE A MINIMUM OF 3/8' DEEP. FL 16104.1 TABLE I: INSTALLATION FASTENERS TABLE Lucas Tumer 2017-12-20 03:37+19:00 ID SUBSTRATE TYPE ANCHOR TYPE MIN. EMBED. MIN EDGE DISTANCE TABLE OF CONTENTS SHEET SIZE CHART I OVERALL SIZE WIDTH HEIGHT REQUIRED GLASS TYPE MAX. O.C. SPACING. FRAME OR CLIP ANCHORS MAX. DESIGN PRESSURE MISSILE IMPACT RATING 40-1/6, 96' ANNEALED IL -1r 551. 55 PSF NON -IMPACT72' 96' TEMPERED 12' .40/- 45 PSF 120.116' 56' TEMPERED 13-I/2' .0/- 50 PSF TABLE I: INSTALLATION FASTENERS TABLE Lucas Tumer 2017-12-20 03:37+19:00 ID SUBSTRATE TYPE ANCHOR TYPE MIN. EMBED. MIN EDGE DISTANCE TABLE OF CONTENTS SHEET SHEET DESCRIPTION I INSTALLATIONS GENERAL NOTES 2 ELEVATIONS 3 ANCHOR SCHEDULE 4 VERTICAL SECTIONS B GLAZING DETAIL 5 HORIZONTAL SECTIONS TABLE I: INSTALLATION FASTENERS TABLE Lucas Tumer 2017-12-20 03:37+19:00 ID SUBSTRATE TYPE ANCHOR TYPE MIN. EMBED. MIN EDGE DISTANCE FIN INSTALLATION A 2X MIN. SPRUCE -PINE -FIR WOODG=0.42) S8 WOOD SCREW 1-1/2' 7/16' 16 GAUGE (0.060') STEEL 36 KSI MIN. SI0-16 SELF -DRILLING SCREW FULL, PLUS 3 7/16• 8 OR 1/6' ALUM. 6063-T5 MIN. TEKS/DRIL-FLEX/KWIK-FLEX THREADS MIN. FRAME OR CLIP INSTALLATION C CONCRETE (2 KSI MIN.) 3/16' ITW TAPCON 1-1/2' 1-1/8' D HOLLOW OR GROUT -FILLED CMU 3/16' ITW TAPCON 1' 2' 117 PCF MIN.) E ZX MIN. SOUTHERN PINE WOOD 3/16' ITW TAPCON 1-3/8' 7/8' G=0 55) F 2X MIN. SOUTHERN PINE WOOD SIO WOOD SCREW 1-3/8' 7/8' G =0.55) 16 GAUGE (0.060') STEEL 36 KSI MIN. 510-16 SELF -DRILLING SCREW FULL, PLUS 3 I/2' G OR 1/8' ALUM. 6063-T5 MIN. TEKS/DRIL-FLEX/KWIK-FLEX THREADS MIN. NOTE: ALL SCREWS AND TAPCONS SHALL HAVE MOD. TRUSS, PAN, OR HEX WASHER HEAD. 0.42' MIN. HEAD OR WASHER DIAMETER FOR FIN ANCHORS. 0.355' MIN. HEAD OR WASHER DIAMETER FOR FRAME ANCHORS. f; Ply Gem• 433 N. MAIN ST.. PO BOX 559. ROCKY MOUNT. VA 24151 PH- 540-404.6346 FX: 540-414-6693 Q W - = Q o O N N 1- zN s Ne 58201 '15 r7 t yr_ 9; STATE OF .Wj OR tQ*p? SIONA44 141 o• zz 12/19/2017 LUCAS A. TURNER, P.E. FL PE f 58201 TURNER ENGINEERING k CONSULTING, INC. COA j 29779) 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GW177 OF 4 I: Ply GeuNlrMAX. w1orH SEE SIZE CHART, SHEET I B C 3 3 4• FROM CORNER, TYP. 6-I/2' O.C. ` TYP. I 4' FROM CORNER, TYP. 433 N. MAIN ST.. PO BOX 550, ROCKY MOUNT. V4 24151 J1 PH -540-454-6346 L W FX: 540-464-6663 0 x x G 01 PF S 4 3 no• 4 O 6-1/2. O.C., m NJ S 1wN_ 7 N W ZO H A 0 zOma d O_ 3 3ANCHOR INSTALLATION LAYOUT ANCHOR. TYP. a W 12 s a, TYPICAL ELEVATION FIN INSTALLATION w LL o Z m o o N U. a W HGcnwH W K OL OW p WN F p MAX. O.C.. W afl 6• FROM CORNER. TYP.. MAX. O.C.. SEE CHART, I I SHEET I 6' FROM CORNER, TYP. SEE CHART, ---i SHEET I I I ri r1 1 171 6' FROM CORNER. TYP. Oz a s y( N a! r z5 r zl O- O V y Z no. C E ... G sF NF'. MAX. O.C.. SEE CHART. No 5WOI SEE CHART, SHEET 1 f y • : SHEET I 9'i O i` INSTALLATION TYP. Tom/ O p 1 O' •`. ANCHOR, 6' FROM I _ 1— ANCHORCLIPANCHORLAYOUT CORNER. TYP. LA POUT INSTALLATION ANCHOR AT CLIP, TYP. FRAME INSTALLATION 12/19/2017 LUGS A. TURNER, P.E. FL PE f 58201 TURNER ENGINEERING & W)t-I CONSULTING, INC. CAA # 29779) 1239 JABARA AVE. NOTE: WINDOW WIDTH (W) AND HEIGHT H) W) NOTE: USE OF EITHER BRICKMOULD OR BEVELED FRAME TYPES IS QUALIFIED UNDER THIS NORTH PORT. FL 34288 PH. 941-380-1574 H) ARE INTERCHANGEABLE FOR ALLI SIZES SHOWN HEREIN NOT TO EXCEED H) APPROVAL THE SIZES AND PERFORMANCE LIMITS LISTED HEREIN DWG is P G W 17 7MAXIMUMTESTEDSQUAREFOOTAREA. L T SHEET. FL 16104.1 2 OF 4 MIN. EMBED. TABLE I, SHEET I MIN. EDGE DIST. INSTALLATION ANCHOR SEE TABLE I, SHEET I p Gem - YSEESEETABLEI, SHEET I WINDOWS INSTALLATION ANCHOR I r SUBSTRATE BY OTHERS SEE TABLE 1, SHEET I 433 N MAIN ST., PO BOX SS9. ROCKY MOUNT. VA 24151 SUBSTRATE BY OTHERS MIN. EMBED. PH. 540.434-6548 SEE TABLE I, SHEET I PX: 546.434-6633 PERIMETER MIN. EDGE 01ST. PERIMETER SILICONE CAULK u+ SILICONE CAUL SEE TABLE 1, SHEET I SEE NOTES 14 6 15, SHEET I a o SEE NOTES 14 8 IS. o - SHEET I = ML SHIM MAX. r 1/4' MAX. m J SHIM SPACE ` SHIM SPACE o 1 Ca C y G SEE GLAZING \\ /SEE GLAZING O rn DETAIL SHEET 4 / DETAIL SHEET 4 c v > - 7/8' O.A. INSULATED w N w it EXTERIOR ININTERIOR INTERIOR a c u wGLASSUNITEXTERIORu. TEMPERED OR 'g z ~ ANNEALED GLASS, o c in z m EXTERIOR — SEE SHEET 1) w> o e g VERTICAL SECTION + // C VERTICAL SECTION a W 3 HEAD T 3 HEAD H o BRICKMOULO FRAME - FIN INSTALLATION BEVELED FRAME • FRAME INSTALLATION w a GLASS B TE / INTERIOR I -I Z a m DOW 1199 N Y In jai SEE GLAZING SILICONE SEE GLAZING F m z m 1 N GLAZING DETAIL DETAIL SHEET 4 c ` 3 g i u Z DETAIL SHEET 4 EXTERIOR — \ INTERIOR GSEE SHEET I FOR LASS TYPE BASED REQUIRED UNIT EXTERIOR INTERIORINTERIOR ,,,,,%, AoRE SIZE. 1 v No 58201 '. p SAW MIN. 1/4' MAX. SHIM SPACE 1/4' MAX. ' p : 6TATE OF .•U+ PSHIM SPACE PERIMETER • SS OONRALa6` 2,`` SILICONE CAULK SEE NOTES 14 6 I5, • • • • • • • PERIMETER SILICONE CAW( SHEET I • . . . SEE NOTES 14 6 I5, SHEET I 12/19/2017 MIN. EMBED. LUCAS A. TURNER, P.E. SEE TABLE I, SHEET I ' yw MIN. EDGE 01ST. FL PE 6 58201 SUBSTRATE '.'..:::.'.'.'.' SUBSTRATE'a SEE TABLE I, TURNER ENGINEERING & BY OTHERS BY OTHERS SHEET I CONSULTING, INC. COA 9 29779) 1239 JABARA AVE. INSTALLATION NORTH PORT, FL 34288 ANCHOR INSTALLATION ANCHOR PH. 941-380-1574 SEE TABLE I, MIN. EDGE 01ST. SEE TABLE 1. SHEET I MIN. EMBED. SHEET 1 SEE TABLE I, SHEET I SEE TABLE 1, SHEET I DWG M: q VERTICAL SECTION D VERTICAL SECTION PG W 17 7 FL 16104.1 3 SILL BEVELED FRAME ILFIN INSTALLATION SHEET. Z OF / BRICKMOULO FRAME • CUP INSTALLATION J F MIN. EMBED. SEE TABLE I. SHEET I MIN. EDGE DIST. SEE TABLE 1. SHEET I 1/4' MAX. SHIM SPACE INTERIOR SUBSTRATE BY OTHERS J MIN, EDGE DIST, I/4' MAX. I SEE TABLE I, SHEET I SHIM SPACE FFh' SUBSTRATE a BY OTHERS INTERIOR INSTALLATION ANCHOR j SEE TABLE I, SHEET I SEE GLAZING SEE GLAZING I I DETAIL SHEET I. DETAIL SHEET 4 I I MIN. EMBED. SEE TABLE 1, SHEET I I INSTALLATION ANCHOR SEE TABLE I, SHEET I EXTERIOR PERIMETER SILICONVCAUL E HORIZONTALSEENOTES1SECTION46I5. SHEET I 4 JAMB BRICKMOULD FRAME -FRAME INSTALLATION MIN. EMBED. SEE TABLE I, SHEET 1 1 1/4' MAX. J SHIM SPACE MIN. EDGE DIST. SEE TABLE I. SHEET I INTERIOR 5/16' MIN. Lay \ I EXTERIOR PERIMETER SILICONE CAULK SEE NOTES 14 & 15. SHEET I F HORIZONTAL SECTION 4 JAMB BRICKMOULD FRAME - FIN INSTALLATION MIN. EMBED. SEE TABLE 1, SHEET 1 1/4' MAX. SHIM SPACE SUBSTRATE BY OTHERS INTERIOR r/ INSTALLATION ANCHOR SEE TABLE 1. SHEET 1 FL 16104.1 f* Ply Gem• 433 N. MAIN ST.. PO BOX 559. ROCKY MOUNT. VA 24151 PH: 540-484-0348 Fx: 540.484-0683 a QO p oo = 00 o i Z u ~_ a rnNd' u > - w F w (K QeJt11 a H Z clu F 0 o O u a N O WwOFNWH w o z w W p WN O N JIH Z Q Q m Q N Z' Y a ~ zu c = c u rn No 58401 '-. Zvi a:t 9 BTATE OF .<Oj s tnnuaN 12/19/2017 LUCAS A. TURNER, P.E. FL PE 8 58201 TURNER ENGINEERING & CONSULTING, INC. COA 8 29779) 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 DWG JJ: PGW177 SHEET: J OF J SEE GLAZING SEE GLAZING SUBSTRATE DETAIL SHEET 4 DETAIL SHEET 4 BY OTHERS MIN. EDGE DIST. SEE TABLE I, SHEET I 1 INSTALLATION ANCHOR I SEE TABLE I, SHEET I EXTERIOR EXTERIOR PERIMETER SILICONE CAULK SEE NOTES 14 8 15, SHEET I PERIMETER SILICONE CAULK SEE NOTES 14 8 15. SHEET I G HORIZONTAL SECTION H HORIZONTAL SECTION 4 JAMBJAMB BEVELED FRAME - CUP INSTALLATION BEVELED FRAME - FRAME INSTALLATION FL 16104.1 f* Ply Gem• 433 N. MAIN ST.. PO BOX 559. ROCKY MOUNT. VA 24151 PH: 540-484-0348 Fx: 540.484-0683 a QO p oo = 00 o i Z u ~_ a rnNd' u > - w F w (K QeJt11 a H Z clu F 0 o O u a N O WwOFNWH w o z w W p WN O N JIH Z Q Q m Q N Z' Y a ~ zu c = c u rn No 58401 '-. Zvi a:t 9 BTATE OF .<Oj s tnnuaN 12/19/2017 LUCAS A. TURNER, P.E. FL PE 8 58201 TURNER ENGINEERING & CONSULTING, INC. COA 8 29779) 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 DWG JJ: PGW177 SHEET: J OF J PLY GEM WINDOWS SERIES 1500 FIXED WINDOW (NON -IMPACT) AS TESTED INSTALLATION NOTES, I. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3, INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF tI/2 INCH (I.E.. WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SH HIS). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIMS) SMALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 5, FOR INSTALLATION INTO WOOD FRAMING USE 06 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES. INCLUDING BUT NOT LIMITED TO STUCCO. FOAM. BRICK VENEER, AND SIDING. 7 INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 6. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 0 INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WO00 - MINIMUM SPECIFIC GRAVITY OF 0.55. FL 16104.2 GENERAL NOTES: I. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC). EXCLUDING HVHZ 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AM TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN.A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. 5 APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL- PVC 7, GLASS MEETS THE REOUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 4 FOR GLAZING DETAIL. OVERALL SIZE WIDTH HEIGHT REQUIRED GLASS TYPE MAX. DESIGN PRESSURE MISSILE IMPACT RATING 46-1/6' 06' ANNEALED 55/- 55 PSF NON -IMPACT7Y06' TEMPERED .40/- 45 PSF 120.1/16' 56' TEMPERED +45/- 50 PSF PlyGem6 WINDOWS 433 N. MAIN ST.. PO BOX 550 IROCKYMOUNT. VA 24151 PH: 540.464-6346 FX: 540.464-6663 2 1 l aI e V I I I WN 00z Z w Ow u LLLL g u ZN 0 w ZO_ H i> LuW Z O 0 W 0: UCDU- F - o H o ow w I a o N LL INR R'* PGW178 SHEET: I OF C TABLE OF CONTENTS SHEET SHEET DESCRIPTION I INSTALLATION 6 GENERAL NOTES 2 ELEVATIONS 3 ANCHOR LAYOUTS 4 VERTICAL SECTIONS 6 GLAZING DETAIL 5 MORI ZONTAL SECTIONS PlyGem6 WINDOWS 433 N. MAIN ST.. PO BOX 550 IROCKYMOUNT. VA 24151 PH: 540.464-6346 FX: 540.464-6663 2 1 l aI e V I I I WN 00z Z w Ow u LLLL g u ZN 0 w ZO_ H i> LuW Z O 0 W 0: UCDU- F - o H o ow w I a o N LL INR R'* PGW178 SHEET: I OF C 51' FROM CORNER, TYP. r 21' OT -- C TYP. I 4' FROM 7' 0_C.,i iCORNER. TYP. 18' O.C.. TYP. AIY%.TTV6\ 6J1t VV 1 FIN INSTALLATION 120-1/16' x 56' UNIT 51' FROMFCORNER, TYP. ANCHOR LAYOUT FRAME INSTALLATION 120-1/16' x 56' UNIT W) I(W) —+I 1 1 (H) NOTE. USE OF EITHER BRICKMOULD OR BEVELED FRAME TYPES IS QUALIFIED UNDER THIS APPROVAL TO THE SIZES AND PERFORMANCE LIMITS LISTED HEREIN. FL 16104.2 INSTALLATION ANCHOR. TYP. 6' FROM CORNER, TYP. 4' FROM CORNER, TYP. 7' O.C.. TYP. LATION v —)R. TYP. le' 0 C.. TYP. 0' ANCHOR LAYOUT CLIP INSTALLATION 120-1/16' x 56' UNIT 6' FROM T} CORNER. TYP 1 16' O.C.. TYP. INSTALLATION ANCHOR AT CLIP. TYP. I. ANCHOR SPACING LISTED ABOVE IS BASED ON MAXIMUM UNIT SIZE AND PRESSURE LISTED, SPACING IS QUALIFIED FOR SMALLER UNITS OR UNITS REQUIRING A LOWER PRESSURES. 2. FOR FRAME INSTALLATION NO ANCHORS ARE REQUIRED AT THE SILL FOR UNITS 46-1/5' WIDE OR LESS. FOR UNITS EXCEEDING 46-1/6' IN WIDTH ANCHORS ARE REQUIRED AT THE SILL. 3 ANCHOR METHODS MAY BE INTERMIXED AS LONG AS ANCHOR SPACING, TYPE, ETC. ADHERES TO REQUIREMENTS LAID OUT IN THIS DOCUMENT (I.E. FRAME INSTALL AT HEAD 6 JAMBS. FIN INSTALL AT SILL) 4. SEE SHEET 1 FOR REQUIRED GLASS TYPE PER UNIT SIZE. f; Ply Gem• DOWS 433 N. MAIN ST.. PO BOX 559 ROCKY MOUNT. VA 24151 PH: 540.466-6366 Fx: 540-464-6663 a r r w W m Q m J Z be y O N 3 = U Z u VI PGW178 ET: 3 OF 5 SERIES 1500 FIXED WINDOW - ANCHOR SCHEDULE UNIT SIZE I INSTALLATION TYPE 6 ANCHOR SPACING DESIGN FIN FRAME CLIP WIDTH HEIGHT PRESSURE HEAD I JAMB I SILL HEAD IJAMB I SILL HEAD JAMB SILL 48-1/6' 96' 55 PSF 7.00' 15.00' 21.00' NONE 16.00' 16.00' 16.00' 72' 96' 60 / -45 PS 7.00' ju 16.00' 2100- 15 000' 16.00' 16.00' 16.00- 120-1116' 56' 45 /-50 PSF 7.00' 16.00' 21.00' 16.00' 18.00' 116.00-118-00-1 I. ANCHOR SPACING LISTED ABOVE IS BASED ON MAXIMUM UNIT SIZE AND PRESSURE LISTED, SPACING IS QUALIFIED FOR SMALLER UNITS OR UNITS REQUIRING A LOWER PRESSURES. 2. FOR FRAME INSTALLATION NO ANCHORS ARE REQUIRED AT THE SILL FOR UNITS 46-1/5' WIDE OR LESS. FOR UNITS EXCEEDING 46-1/6' IN WIDTH ANCHORS ARE REQUIRED AT THE SILL. 3 ANCHOR METHODS MAY BE INTERMIXED AS LONG AS ANCHOR SPACING, TYPE, ETC. ADHERES TO REQUIREMENTS LAID OUT IN THIS DOCUMENT (I.E. FRAME INSTALL AT HEAD 6 JAMBS. FIN INSTALL AT SILL) 4. SEE SHEET 1 FOR REQUIRED GLASS TYPE PER UNIT SIZE. f; Ply Gem• DOWS 433 N. MAIN ST.. PO BOX 559 ROCKY MOUNT. VA 24151 PH: 540.466-6366 Fx: 540-464-6663 a r r w W m Q m J Z be y O N 3 = U Z u VI PGW178 ET: 3 OF 5 CONCRETE/ MASONRY CONCRETE/ MASONRY BY OTHERS 11/2* MIN. BY OTHERS fi ply Gem° EMBEDMENT 3/4 MIN. g8 WOOD SCREW WINDOWS CAULK BETWEEN • • #8 WOOD SCREW CAULK BETWEEN EDGE DISTANCE INSTALLATION CONCRETE/ MASONRY 8 2X CONCRETE/ MASONRY B 2X INSTALLATION ANCHOR ANCHOR 433 N MAIN ST.. PO 80X 1 WOOD BUCK BY OTHERS '6 W000 BUCK BY OTHERS 1 1/2' MIN. ZX WOOD BUCK ' 6 ROCKY MOUNT. VA 24151 ZX WOOD BUCK BY OTHERS 3/4' MIN. BY OTHERS : EMBEDMENT pN 540-414-634E EXTERIOR FINISH FX: 540-404-6663 EXTERIOR FINISH EDGE DISTANCE BBY OTHERS Y OTHERS W . o SILICONE SEALANT SILICONE SEALANT ~ o e BY OTHERS BY OTHERS I/4' MAX. Ili. m SHIM SPACE SHIM MAX. a0P/SEE SHIMSPACEO.A. O.A. aO zUNITUNITHEIGHT AZING HEIGHT ~ SEE GLAZING o F iC j DETAIL SHEET 4 _ / DETAIL SHEET 4 X W N W 7/6' 0 A. INSULATED G- '^ w ¢ EXTERIOR INTERIOR INTERIOR o G mGLASSUNITEXTERIOR _ TEMPERED OR o I ANNEALED GLASS) Cow H o E EXTERIOR — Co., w o g VERTICAL SECTION i C VERTICAL SECTION N F a HEAD - ZX WOOD BUCK 4 HEAD - 2- WOOD BUCK BRICKMOULD FRAME . FIN INSTALLATION I/2' MIN. TYP. BEVELED FRAME - FRAME INSTALLATION _j GLASS BITE / IN- TERIOR f Ci Q m z DOW 995? w ` m Q k U N SEE GLAZING GLAZING DETAIL SEE GLAZING a N Z a z DETAIL SHEET G _ OETAII SHEET 4 0_ c N z 22M EXTERIOR — INTERIOR SEE SHEET I FOR REQUIRED EXTERIOR INTERIOR GLASS TYPE BASED ON UNIT O.A. UNIT // SIZE. HEIGHT UNIT HEIGHT 1/4' MAX. 1/4' MAX. — / SHIM SPACE SHIM SPACE 3/4' MIN. O EDGE 01ST. SILICONE SEALANT SILICONE SEALANT GBYOTHERS11/2' MINBY OTHERS EXTERIOR FINISH EMBEDMENT EXTERIOR FINISH BY OTHERS BY OTHERS 2X W000 BUCK 2X WOOD BUCK BY OTHERS 8 WOOD SCREW BY OTHERS INSTALLATION CAULK BETWEEN a•' CAULK BETWEEN CONCRETE/ MASONRY 8 2X 4; a ' ANCHOR CONCRETE/ MASONRY B 2X e .' O8 WOOD SCREW INSTALLATION ANCHOR WOOD BUCK BY OTHERS 1 1/2' MIN. WOOD BUCK BY OTHERS 3/4' MIN. CONCRETE/ MASONRY EMBEDMENT DING IF: CONCRETE/ MASONRY EDGE DISTANCE BY OTHERS BY OTHERS A VERTICAL SECTION p VERTICAL SECTION P G W 17 8 SHEET: 4 of 54SILL - 2X WOOD BUCK q SILL - 2X WOOD BUCK FL 16104.2 BRICKMOULD FRAME - CUP INSTALLATION BEVELED FRAME - FIN INSTALLATION 1 1/2' MIN EMBEDMENT KB WOOD SCREW 1/4' MAX. INSTALLATION ANCHOR SHIM SPACE INTERIOR 3/4' MIN. BY OTHERS EDGE DISTANCE . EXTERIOR FINISH o SEE GLAZING Z DETAIL SHEET 4 CONCRETE/ MASONRY f N BY OTHERS p BY OTHERS • m y CAULK BETWEEN EXTERIOR SILICONE SEALANT CONCRETE/ MASONRY B 2% u 1 WOOD BUCK BY OTHERS BY OTHERS soLL w 2% WOOD BUCK 4. BY OTHERSBY a EXTERIOR FINISH • ° ; EXTERIOR BY OTHERS UNIT c e ZO.A. SILICONE SEALANT UNIT WIDTH BY OTHERS y E HORIZONTAL SECTION 5 JAMB - ZX WOOD BUCK W> W BRICKMOULD FRAME - FRAME INSTALLATION f W 1112* MIN. 6 WOOD SCREW 5N EMBEDMENT INSTALLATION ANCHOR I 1/4' MAX. I SHIM SPACE 3/4' MIN. EDGE DISTANCE INTERIOR SEE GLAZING CONCRETE/ MASONRY ' DETAIL SHEET 4 BY OTHERS CAULK BETWEEN ~ — CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS 2X WOOD BUCK 13 11 IBYOTHERS ° EXTERIOR FINISH BY OTHERS EXTERIOR SILICONE SEALANT 2 O.A. BY OTHERS UNIT WIDTH G HORIZONTAL SECTION JAMB - ZX WOOD BUCK FL 16104.2 BEVELED FRAME - CUP INSTALLATION 3/4' MIN. WO wUUU b%.KCc EDGE DISTANCE INSTALLATION ANCHOR 1/4' MAX. • CONCRETE/ MASONRY O Ply Gem° SHIM SPACE BY OTHERS INTERIOR CAULK BETWEEN 433 N MAIN ST.. PO BOX 559 CONCRETE/ MASONRY B ZX ROCKY MOUNT. VA 24151 WOOD BUCK BY OTHERS PH- 540.46E-6346 FX: 540.464-6663 SEE GLAZING • ° DETAIL SHEET 4 1 1/2' MIN. o $ EMBEDMENT c a N o IE 2X WOOD BUCK BY OTHERS EXTERIOR FINISH o ZBYOTHERSpOm1.- CL y EXTERIOR SILICONE SEALANT w u W BY OTHERS soLL w 0: O.A a u UNIT c e Z a WIDTH . y Z a F HORIZONTAL SECTION W> W 0, f W K W 5N JAMB -2%WOOD BUCK a BRICKMOULD FRAME - FIN INSTALLATION v~i ui 1 1/2' MIN. O Q m EMBEDMENT Z 6 WOOD SCREW H m a m NI/4' MAX INSTALLATION ANCHOR SHIM SPACE CONCRETE/ MASONRY c ` Z J Y Qu BY OTHERS c CAULK BETWEEN INTERIOR CONCRETE/ MASONRY B 2X WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS SEE GLAZING DETAIL SHEET 4 v C3 3/4' MIN. EDGE DISTANCE to a I EXTERIOR FINISH BY OTHERS EXTERIOR 0•p SILICONE SEALANT UNIT BY OTHERS WIDTH DWG JJ: H HORIZONTAL SECTION P G W 17 8 5 JAMB -ZX WOOD BUCK SHEET:COF5BEVELEDFRAME- FRAME INSTALLATION 5 2/14/2018 Florida Building Code Online Professional - NZ BCIS Home I Log In I use, Registration I Hot Topics I Submit Surcharge I Stats a Facts I Publications I FBC Staff I SCIS Site Map I Links I Search Florida Rog—% ra ProductApproval USER: Public User ate:"rs Product Approval Menu > product or Aooliration Search > Application List Search Criteria Code Version 2017 FL# 16118 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 earcn KeSUIE5 - MIR MOLIWI.a M Ing Manufacturer Validated By, Status FL16118-113 Revision Ply Gem Windows Locke Bowden Approved His ry, Category: Windows 334) 300-1800 Subcategory: Mullions ApproveO Dy Worn. APPrvvdD uv Worn >..o.. — ,-- Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Cog night 2007-2013 State of Florida.:: PrNa Statement :: Accessibility, Statement:: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emall address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 45S, F.S., please dick here . Product Approval Accepts: Credit Card Safe https:/ffioridabuilding.org/pr/pr_appjst.aspx 1/1 2/14/2018 Florida Building Code Online 111111,114 111PA'111, 1111u usiness Professional Regulation rear BCis Home I log in I user Registration I Hot Topics Submit Surcharge I Stats s Fads Publications FBC Stall BCIS Site Map Unks Search d Florida RO-O*16 r Product Approval L-01 USER: Public User t" Product Agoroval Menu > Product or ARobcatlon Search > @oolltatlon Ust > P OMCE OF THE FL # FL1 SECRETARY Application Type Rev Code Version 201 Application Status App Comments Archived A - Product Manufacturer Ply Gem Windows Address/Phone/Email 433 N. Main St. Rocky Mount, VA 24151 614)532-3596 luanne.harris@plygem.com Authorized Signature Luanne Harris luanne.harris@plygem.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Hennes F. Norero P.E. Evaluation Report Florida License PE -73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL16118 R3 Q 1y Gem COI.Ddf 1709.8 Method 2 Option B https://floridabuilding.org/pr/pr app_dtl.aspx?param--wGEVXQwtDgvyf4ngAXhlOyOOemzR2JWDTjgpLsYuOSUObhuAFGR6Tg% 3d%3d 1/2 pplication Detail 6118-R3 ision 7 roved Product Manufacturer Ply Gem Windows Address/Phone/Email 433 N. Main St. Rocky Mount, VA 24151 614)532-3596 luanne.harris@plygem.com Authorized Signature Luanne Harris luanne.harris@plygem.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Hennes F. Norero P.E. Evaluation Report Florida License PE -73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL16118 R3 Q 1y Gem COI.Ddf 1709.8 Method 2 Option B https://floridabuilding.org/pr/pr app_dtl.aspx?param--wGEVXQwtDgvyf4ngAXhlOyOOemzR2JWDTjgpLsYuOSUObhuAFGR6Tg% 3d%3d 1/2 2/14/2018 Florida Building Code Online Date Submitted 10/17/2017 Date Validated 10/20/2017 Date Pending FBC Approval 10/24/2017 Date Approved 12/12/2017 Summary of Products FL Model, Number or Name Description 16118.1 Ply Gem 1500 Mullion (Brickmould Frame) Limits of Use Installation Instructions Approved for use in HVHZ: No FL 9j_rU_P9W189.2df Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. FL P.E. No. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Please refer to installation instructions, PGW189, and FL16118_g _g_PER5112.odf evaluation report, PER 3142, for further limitations of use. Created by Independent Third Party: Yes 16118.2 Ply Gem 1500 Mullion (Beveled Frame) Limits of Use Installation Instructions Approved for use in HVHZ: No FL161 8_R3_II_P9W190.Ddf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero FL P.E. No. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Please refer to installation instructions, PGW390, and FL16118_U_6E_PER5113.odf evaluation report, PER 3143, for further limitations of use. Created by Independent Third Party: Yes 16118.3 Ply Gem 1500 Tube Mullion (Brickmould Frame) Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL1611 R3 U_P9W203.Ddf Verified By: Hermes F. Norero, P.E. FL P.E. No. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Please refer to Installation Instructions, PGW203, and FL16118 R3_AE PER5114.Ddf evaluation report, PER 3144, for further limitations of use. Created by Independent Third Party: Yes 16118.4 Ply Gem 1500 Tube Mullion (Beveled Frame) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16118_R3_(LPGW204.2!9 Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. FL P.E. No. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Please refer to installation Instructions, PGW204, and FL16118_(3_ F PER5115.Ddf evaluation report, PER 3145, for further limitations of use. 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. Lgayrlght 7007-2013 State of Florida.:: Prlvacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personaladdress, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe https:llfloridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhlOyOOemzR2JWDTjgpLsYuOSUObhuAFGR6Tg% 3da/o3d 2/2 3/2/2018 Florida Building Code Online TF Professional - gulation SCIS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats & Facts I Publications I FBC Staff I SCIS Site Map I Links I Search X a100-04 Y Product Approval IUSER: Public User Product Agoroval Menu > Product or Annliagiin Search > Application List Search Criteria Code Version 2017 FL* 12194 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 acarr.n ncauru - .. Iypg Manufacturer Validated By, Status FL12194-R7 Revision Aluminum Coils, Inc. Locke Bowden Approved Category: Panel Walls 334) 300-1800 History Subcategory: Soffits PPrvvw yY yr vvrn a•.on vc .c-...-. c.. ....-.--..-- -, -.•_ . __ _. _._ Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-2824 The State of Florida is an AA/EEO employer. o ytight 2007-2013 State of Florida.:: Edy1 Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personaladdress, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: 025-Z® Credit Card Safe https:/tnoridabuilding.org/pr/pr.appjst.aspx 1/1 3/2/2018 Florida Building Code Online - S•. UE Business •Professional 1 rama a BCIs Home l Log In l User Registration Hot Topics Submit surcharge Stats d Facts Publications FBC Staff BCIS Site Map Unks search Florida r r"' Product Approval f USER: Public User Product Annroval Menu > product or Aonllcetlon Search > ennllW[lon Ust > Application Detail FL # FL12194-R7 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE -74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code l Validation Checklist - Hardcopy Received FL121 4_R7_ ALC15001 4 2017 FBC Evaluation Report Q4 T4 Soffits Final.Ddf Standard AAMA 1402 Year 2009 httDS:Ifofidabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquk24AUC% 2fEHMrNrkL4bysALFtXsIGNSmoWEg2vbvM°/a2frwa/o3d%3d 1/2 3/2/2018 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online Method 1 Option D 12/15/2017 12/15/2017 12/20/2017 02/13/2018 FL it Model, Number or Name Description 12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +80/-90 Other: See Evaluation Report for limits of use. Installation Instructions FL12194_g2_U AIC 5001 4 2017 F Evaluation Report 09 T4 Soffits Final.odf Verified By: Zachary R. Priest PE -74021 Created by Independent Third Party: Yes Evaluation Reports FL12194_g7 AE ALC15001 4 2017 FB C Evaluation Report Q4 T4 Soffits Final.Dd Created by Independent Third Party: Yes Back Next Contact Us :: 2631 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer, QRyJJght 2007-2013 Stale of Fiorlda.:: Privaq' Statement :: Accessibility, Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personaladdress, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe https://8oridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquk24AUC% 2fEHMrNrkL4bysALFtXsIGNSmoWEg2vbvM%2fTw°/aid%3d 212 sol'FI r— i"6. - CREEK Certificate of Authorization No. .29824 17520 Edinburgh Dr s Tampa, FL 33647 TECHNICAL SERVICES, LLC 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE STrr EDITION (2014) Certified Testing Laboratories (TST1577) CTLA 1847W Manufacturer. ALUMINUM COILS, INC. Issued August 27, 2015 5001 West Knox Street CTLA 2076W Tampa, FL 33634 1986 813)249-9743 ACIX-903-02-01 www.aluminumooilsinc.com 1986 Manufacturing: Tampa, FL ACIx-003.02-02 Quality Assurance: PRI Construction Material$ Technologies (QUA9110) SCOPE Category. Panel Walls Subcategoiy. Soffits Code.Sections: 1404.5.1,1710.9.4 Properties: Wind Resistance REFERENCES Enti Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W MMA 1402 1986 Certified Testing Laboratpries (M1577) CTLA 2076W AAMA 1402 1986 PRI ConsWption Materials Technologies (TST5878) ACIX-903-02-01 HAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIx-003.02-02 MMA 1402 1986 LIMITATIONS 1. This report is not for use in the HVHZ 2. Design wind loads shall be detemuned in accordance with FBC Section 1710.9.4. 3. Soffits shall be labeled in accordance with FBC Section 1710.92 and 1710.9.3. 4. Installation of the evaluated products shall comply with this report, the FBC- and the manufacturers published applica5on instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. installations shall meet the minimum ventilation requirements of FBC section 12032. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 620-3. PRODUCT DESCRIPTIONS 318' F -Channel Preformed nominal 0.0164nch thick, 3105 H-14 aluminum F -channel. See Appendix D for dimension drawings. 318" J -Channel Preforfried nominal 0.016 -inch thick, 3105 H-14 aluminum J -channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.9194pch thick, 3105 H-14 aluminum fascia. See App2ddtx D for dimension drawings. ALClSO01 FL12194-R3 Page 1 of 3 This evaluation Feport is provided for State of Florida product approval under Rule 61(320-3. The manufacturer shall notify CREEKTechnicalServices, LLC of any product changes or quaff assuravoe changes throughout the duration for which this report is valid. Ttiis evaluation report does not express nor Imply wananfy, installation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION 16" 04 Soffit Preformed nominal 0.01355 -inch thick, 3105 H-14 aluminum soffit anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in Ain.ft for the 'full ventconfigurationand11.1 lr?Ain.ft and for the 'center vent configuration. See Appendix D for dimension drawings. 16' R 1 VFNf r CBM ver 1E S"m POn 12" T4 Soffit Preformed nominal 0.01354nch thick, 3105 1-1=14 aluminum soffit Ranels provided in 12 - inch sections. The reported net free ventilation areas are 12.5 in Ain.ft for the 'full vent configuration and 42 W/Gn.ft for the 'center vent configuration. See Appendix D for dimension drawings. 1.12794-R3 2of3 ALCI5001 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3 The manufacturer sha0 notify C1REIXTechnicalServices, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ur CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, RE have demonstrated compliance with the Florida Building Code 51h Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. t nrtrrrr EN No 74021 9 STATE OF oo 0..: 7J/Z 2015.08.27 07:05:00- 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 • CREEK Technical Services, LLC does not have, nor will it acquire, a financial Interest In any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing of distributing products under this evaluation. Zachary R. Priest, P.E'does not have, nor well acquire, a finapcial Interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial Interest In any other entity involved In the approval process of the product APPENDICES 1) APPENDIX A—Approved Systems (7 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001 8.12194-R3 Page 3 of 3 This evaluation report is provided for S'tate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEKTeBmicalServices, LLC.of any product changes or quafty assurance Changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that ars not specrrcaUy addressed herein. GREEK TECHNICAL SERYICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1710.9.4. Z. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for Installation detail when -the Infomlatlon Is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. S. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others In accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details areas follows: a. 12" T4 Soffit —12 -Inch o.c. Fastener Fastener Lo tion Lo tion 1 b. 12"T4 Soffit— 4 -inch o.c. Fastener Fastener Fastener Fastener Lo tion Lac lion 1 LacQtlon 1 Lac tion c. 16"Q4 Soffit -16 -Inch o.c. Fastener Fastener La tion Lac$tlon ALC15001 FL12194-R3 Page 1 of 7 This evaluation report Is provided for State of Florida product approval under Rule 61620.3. The manufacturer shall notify CREEK'Techntcal Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This eveluatlon report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK . TECHNICAL SERVICES, LLC d. 16"Q4 Soffit— 8 -Inch o.o. Fastener Fastener Fastener Lo tion LocIllon Laction ALUMINUM COILS, INC Soffits A roved.S stem•Nurnbersand Definitlons Approved Systems for 12 -Inch Overhang with F -Channel 12J roved S tgms for 12 -Inch Overhan with J -Channel 1" 1Approved Systems for 16 -Inch Overhang with F -Channel Approved Systems for 164nch Overhang with J -Channel 4F Approved Systems for 24 -inch Overhang with F-Channgl Approved Systems for 24 -Inch Overhang with J -Channel Appendix A Approved Systems for 12 -Inch overhang with F -Channel Wall Connection Eave Connection System Panel MDP Substrate F -Channel Substrate Panel Attachment Fascia Cap Attachmerit No. Width psf) Attachment One (1) min. 318 -Inch head die. Hall, One (1}min. 318 x 3/8 -Inch One (1) min. 1 3/4 -Inch long x 0.072.Inch dia. x min. 3/16- 12x-1 MaxWood min.1.264nch embedment spaced Wood crown staple spaced 16 -Inch Inch head trim Hall 140.0 16 -Inch 24 -Inch o.c. o.Q spaced 36 -Inch o.c. Three 3 min. 3l4 -Inch x 1/4 -Inch One (1) min 314 -!rich x 1/4 -Inch One -I min ie x rriInch long x 0.072 -Inch dia. x ntln. 1/4 -Inch 48• 48- 12F 212F-2 1&lnch Wood crown staples In diamond pattern Wood crown staple spaced 6 -Inch o.c. head dia. trip Hall spaced 48- 64.2 spaced 24 -Inch o.c. end securing each panel lep Inch o.c. Max. One (1)14 ga. 6/8 -Inch long T nail One (1) min 314 -Inch x 1/4 -Inch One (1) min. 1 314 -Inch long x0.072 -Inch dia. x min. 114 -Inch 48 12F-3 16 -Inch Masonry spaced 8 -Inch o.c. Wood crown staple spaced 84noh o.c. and securing each panel lap head die. trip Hell spaced 48- 64.2 Inch o.c. ALC16001 FL121.94-R3 Page 2 of 7 This evaluation report Is provided for State of Florida product approval tinder Rule 61620-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the dUraObn for which this report Is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not epedifically aftefted herein. rM GREEK 0 TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 124nch overhang with J -Channel Wall Connection Wall Connection Eave Connection MDP MDP System Panel psi No. Width( pso No. Width Substrate F -Channel panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1)18 ga. 114 -Inch crown x One (1) min. 1.75=Inch x 0.072 -Inch diameter Max. One (1)14 ga. 6/84nch long T nail Wood 1 -Inch leg staples spaced max. finishing nail with min. 3/16- Three (3) min. 3/4- Inch x 1/4 -Inch Drown. One (1) min. #8 x 1/24nch 12 -Inch One (1) min 3/4 -Inch x One (1) min. 1 314 -Inch long x 0.072 -Inch dia. x min. 1/44nch 48 121_1 Max 164nch Wood staples In diamond long x 3/8 -Inch head diameter screw spaced 16 -Inch o.c. Wood 1/4 -Inch crown staple spaced 8 -Inch o.c.. pInch head dia. trip Hell spaced 48- 64.2 One (1)18 ga. 1/4 -Inch crown x One (1) min. 1.75 -Inch x 0.072 -Inch diameter pattern spaced 24- connecting soffit to J -channel Max Three (3)18 go. 114.inch crown x 1- Wood Inch leg staples in diamond pattern o.c. 1-Indh leg staples spaced max finishing nail with min. 3/16- o.c.securing each 153.3 124nch Inch o.c. Inch head spaced analp la p 124nch o.c. c..•..... s... 4R_1...+6% n. knnnwithF-Channal ALC15001 FL12194-R3 Page 3 of 7 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for whloh this report Is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not spedIficelly addressed herein. Wall Connection Eave Connection MDP System Panel' No. Width( pso F -Channel Substrate Substrate Panel Attachment Fascia Cep AttachmentAttachment One (1)18 ga. 114 -Inch crown x One (1) min. 1.75=Inch x 0.072 -Inch diameter Max. One (1)14 ga. 6/84nch long T nail Wood 1 -Inch leg staples spaced max. finishing nail with min. 3/16- 353.3 16F-1 12 -Inch Masonry spaced max. 8 -Inch o.c. 4 -Inch o.o. and securing each Inch head spaced panel lap 124nch o.c. One (1)18 ga. 1/4 -Inch crown x One (1) min. 1.75 -Inch x 0.072 -Inch diameter 16F-2 Max Three (3)18 go. 114.inch crown x 1- Wood Inch leg staples in diamond pattern Wood4-Inch 1-Indh leg staples spaced max finishing nail with min. 3/16- o.c.securing each 153.3 124nch spaced 16 -Inch o.o. Inch head spaced analp la p 124nch o.c. One (1) 3/84nchhead dia. nail, min. One (1) min. 1 3/4 -Inch long One (1) min 3/8 -Inch x 3/8 -Inch x 0.072 Inch die. x min. 16F-3 Max Wood 1.254nch embedment spaced 24- Wood crown staple spaced 164nch 31164nch head dia. trim nail 25.6 164nch- Incb o.c. O.C. spaced 364noh o.c. One (1) min. 1 3/4 -Inch long Three (3) min. 3/4 -Inch x 1144nch One (1) min 3WInch x 1/4 -Inch x 0.072 -Inch dia. x min. 114- 27 16F-4 Max. Wood crown staples In diamond- pattern Wood crown staple spaced 8 -Inch o c. Inch head dia. trip nail 36.1 16 -Inch spaced 244nch o.c. spaced 484nch o.c. ALC15001 FL12194-R3 Page 3 of 7 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for whloh this report Is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not spedIficelly addressed herein. CREEK TECHNICAL SERVICES, LLC - ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 164nch overhang with F -Channel Wall Connection Eave Connection System Panel Wall Connection Eave Connection MDP psfl System Panel MDP Psfl No. Width Substrate J-Chennel Substrate No. Width Substrate F -Channel Substrate Panel Attachment Fascia Cap AttachmentAttachment One (1) min.1 3/4 -Inch Mex. One (1)18 go. 1/4 -Inch -crown x One (1) min. 1.75 -Inch x diameterDing16F-5 Max Masonry One 1 44 go. 5/8 -Inch long T nail spaced 8 -Inch o.c. Wood 14noh leg staples spaced 4- Inch o.a and securing each finishing Hall with min. 3/16- nail 143.3 crown staple spaced 8 -Inch o:c. paced 164noh 31.4 panel lap Inch head spaced nail spaced 48 -Inch o.c. 16 -Inch o.c. Three (3)18 gaA/4-Inch crown x 1- One (1) 18 go. 1/4 -Inch crown x One (1) min. 1.75 -Inch x 0.072 -inch diameter 16F-6 Max. 16 Wood Inch leg staples in diamond pattern Wood Wood leg staples spaced 4- Inch o.lec. and securing each finishing nail with min. 3/16- 43.3 Inch spaced 16 -Inch o.c. panel lap Inch head spaced 16 -Inch o.c. Approved Systems for 16 -Inch overhang with J; -Channel Wall Connection Eave Connection System Panel MDP psflNo. Width Substrate J-Chennel Substrate Panel Attachment Fascia Cap AttachmentAttachment One (1) min.1 3/4 -Inch Mex. Three (3) min. 3WInch x 1/4 -Inch One (1) min 3 x 1/4 -Inch long x 0.072 -Inch x 23.5 18.1-1 1 n Wood crown staples In diamond pattern Wood crown staple spaced 8 -Inch o:c. paced Ia. min. 1/ paced head die. trip 31.4 spaced 24 -Inch o.a. P nail spaced 48 -Inch o.c. ALCI5001 FL12194-R3 Page 4 of 7 This evaluation report Is provided for State of Florida product approval under Rule 61020-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout lhp dUration for which this report is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not spedfically addfessed hdreln. CREEK TECHNICAL SERVICES, LLC. ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 244nch overhang with F -Channel Well Connection Center Connection Eave Connection System Panel MDP No. Width(Psi Substrate F -Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap AttachmentAttachment One (1)18 ga.1/4-Inch Nominal 1x2NNormSYP crown x 1 -Inch leg Three (3)'18 ga.1/4- to staples spaced 124nch o.c. securing One(1) g18 o.1/4- One (1) min. 1.75 -Inch x Max. Wood Inch crown x /-Inch leg staples In anchored rafter with one each panel lap Wood Inch crown x1 -Inch 0.0724nch diameter finishing Wali with min. 801-90 24F-1 12 -Inch diamond hem 1) min. 2.26- One (1) min. 1.76 -Inch leg staples spaced 8- Inch o.a 3116 -Inch head spaced spaced 16 -Inch o.c. inch x Td ring shank Heil x 0.072 -Inch diameter 12 -inch o.c. finishing nail with min. 244nch o.c. 3116 -inch head spaced 44nch o.c. One (1)18 ga.1/44n7h crown x 1 -Inch leg Nominal 1x2 staples spaced Ono (1) min. 1.5- No.ZSYP 124nch o.c. securing One (1) 18 go. 1/4- One (1) min. 1.75 -Inch x 0.072 -Inch diameter 24F-2 Max 12 Wood Inch x 11 go. smooth shank anchored to ratter with one each panel lap Wood Inch crown x t -Inch leg staples spaced 8- finishing nall with min. 5116 -Inch head spaced 801 78.8 Inch roofing nail spaced 1)7d x 2.25- One (1) min. 1.75 -Inch Inch o.c. 12 -inch o.c. 16 -inch o.o. Inch ring shank x 0.072 -Inch diameter nail 24 -Inch o.c. finishing nall with min. 3116 -Inch head spaced 44nch o.c. One (1)18 ga.1/41nch crown x 14nch leg Nominal 1x2 staples spaced No.2 SYP 12 -Inch o.c. securing One (1)18 ga. 114- One (1) min. 1.75 -Inch x Max. One (1)14 go. 5/8- anchored to each panel lap Wood Inch crown x 1 -Inch 0.072 -Inch diameter finishing nail with min. 801 24F-3 12 -Inch Masonry Inch long T nail spaced 8 -Inch o.c. after with one 1) 7d x2.25- One (1) min. 1.75 -Inch leg staples spaced 8- Inch o.a 3116 -Inch head spaced 78.6 Inch ring shank x 0.072 -Inch diameter 12 -Inch o.c. nail 244nch o.c. finishing nail with min. 3N6 -Inch head spaced 44nch o.c. ALC16001 FL12194-R3 Page 5 of 7 This evaluation, report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the dUretion for which this report Is valid. This evaluation report does not express nor Imply warranty,. Installation, recommended use, or other product attributes that are not specifically ad ifessed herein. FEIMIiiiii SGREEK TECHNICAL SERviCES, LLC. ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24 -Inch overhang with F -Channel Well Connection Center Connection Eave Connection System Panel I MDP No. Width psf) Substrate F -Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1)18 ge.1/4-Inch Nominal 1x2 crown x 1 -Inch leg Three (3)18 ga.1/4- No.2 SYP staples spaced 124nch o.c. securing One (1)18 ga.'1/4- One (1) min. 1.754nch x Max inch crown x 1 inch anchored to rafter with one each panel lap Inch crown x 1 -Inch 0.072 -Inch diameter 241=4 16-Inoh Wood leg staples In diamond pattern 1) min. 2.25- One (1) min. 1.75 -Inch Wood leg staples spaced 8- Indh o.c. and securing finishing nail with min. 3/164nch head spaced 801.60 spaced 16 -Inch o.c. Inch x 7d ring shank Hall X 0.072 -Inch diameter each panel lap 16 -Inch o.c. 244nch o.c. finishing nail with min. 3/16 -Inch head spaced 44nch o.c. One (1)18 ge.1/44nch crown x 14nch leg Nominal 1x2 staples spaced One (1) min. 1.5- No.2 SYP 12 -Inch o.c. securing One (1)18 ga. 1/4- One (1) min. 1.75 -Inch x Inch x 11 ga. anchored to each panel lap Inch crown x 1 -Inch 0.0724nch diameter 24F-6 Max' Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 80t-60 16 -Inch roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75 -Inch Inch o.c. and securing 31164noh head spaced 164nch o.c. Inch ring shank x 0.072 -Inch diameter each panel lap 16 -Inch o.c. nail 244nch o.c, finishing nail with min. 3/16 -Inch head spaced 4dnoh o.c. One (1)18 ga.1/44nch crown x 1 -Inch leg Nominal 1x2 staples spaced No.2 SYP 12-Inoh o.c. securing One (1)18 ga. 1/4- One (1) min,1.75-Inch x One (1)14 ga. 5/8- anchored to each panel lap Inch -crown x 1 -Inch 0.072 -Inch diameter 24F-6 Max Masonry Inch fang Y nail rafter with one Wood leg staples spaced 8- finishing mall with min. 801-60 164nch spaced'8-Inch o.c. 1) 7d x 2.25- One (1) min. 1.75 -Inch Inch o.c. and securing 3116-Inoh head spaced Inch rinq shank x 0.072 -Inch diameter each panel lap 16 -Inch o.c. nail 24 -Inch o.c. finishing nall with min. 3116 -Inch head spaced 4 -Inch o.c. ALC15001 FL12194-R3 Page 6 of 7 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shell notify CREEK Technical Services, LLC of any product changes or quality assurance changes'throughout the duration for whloh this report Is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addtessed herein. GREEK 0 TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix A Ap roved Systems -for 244nch overhang with J -Channel Wall Connection Center Connection Eave Connection System Panel MDP Psi) No. Width Batten J -Channel Batten Panel Attachment Substrate Panel Attachment Fasola Cap AttachmentAttachment Nominal 1)2 No.2 SYP scabbed between rafters with one (1) One (1)18 ga.114-Inch Nominal 1x2 min• nch x ringg shank Helll crown x 14nch leg Not SYP Three (3)18 straight -netted through sspacedstaples 12-Inch o.c. securing One1 a Y.- 18 g One (1) min. 1.76 -Inch anchored to ga.1/41nch crown the.refter Into the end each panel lap Inch crown x 1 -Inch x 0.072 -Inch diameter 24J-1 Max. 124nch rafter with one 1) min. 225- x 1 -Inch leg staples in diamond of the batten or two (2) min. 2.254nch x 7d One 11) mlrr. 1.76-1nch Wood leg staples spaced finishing Hall with min. 3/16 -Inch head spaced 60 Inch x.7d drig pattern spaced 16- ring shank'nalls toe- x 0.072 -Inch diameter 84nch o.c. 12 -Inch o.c. shank Hell Inch O.C. palled on either side of the batten at each finishing Hell with min. 24 -Inch o.c: battenlrafter X18 Inch ch o. spaced 4 -Inch o.a Intersection. Max. rafter spacing Is 244nch o.c. Nominal 1x2 No.2 SYP scabbed between refters with one (1) One (1)18 ga.1/44nch Nominal 1x2 No.2 SYP Three (3)18ring min. 2.25 -Inch x 7d shank nail slrolght-nelled through crown x 14nch leg staples spaced One (1)18 ga.'/.- One (1) min. 1.75-Irfch anchored to ge.1141nch crown the rafter Into the end 124nch o.c. securingeachpanellap Inch crown x 1 -Inch leg ste les spacedp x 0.072 -Inch diameter 24J-2 Max 16 -Inch. rafter with one 1) min. 2.25- x 1 -Inch leg staples In diamond of the batten or two (2) min. 2.25 -Inch x 7d One (1) mip.1.75-Inch Wood 8 Inch o.c. and finishing nail with min. 3116 -Inch head spaced 53.3 inch x 7d ring pattern spaced 16- ring shank nails too- x 0.072 -Inch diameter securing each panel 16 -Inch ox. shank nail Inch ox, elled'on either side of finishing nail with min. lap 244nch o.c. the batten at each bettentrafter 3/164nch head spaced Intersection. Max. 44nch o.c. Wier spacing Is 244nch o.c. ALC15001 FL12194-R3 Page 7 of 7 This evaluation report Is provided for• State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC.of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product gttrlbutes that are not specifically addressed herein. ECREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to -the APPROVED SYSTEMS section of this report for additional Installation details of a selected system and maximum design pressures limitations. No. I Inst'alfatlon DAtall 12F-1 & 12F-3 Min. 9t8- head Sia. nail with min. Ile engagepent(for wood substrate) or min. o..o97- dia. T -nail or stab nail wftb snip, '516" 9ngP9@taentCfor concrete or block substrate) opaced as noted above. ASCIA .SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) CHANNEL Wood, Conca-... or Black N, FASCIA LIP 1/4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C.- L—PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12" PIECE. ALC16001 FL12194-R3 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shell notify CREEK Technical Services, LLC of any product changes or quality assuranoe changes throughout the duration for which this report Is valid. This. evaluation report does not express nor Imply warranty" Installation, recommended use, or other product attributes that ate not spedfically addressed herein. GREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC Appendix B 1217-2 No. I Installation Detail J 3m» SOFFIT STAPLE OPENRAFTERi n ' DIAMOND PATTERN_ 3/4" x 1/4' ; \j L3M DETAIL CROWN STAPLES' U51NO A DIAMOND \ r ; PATTERN I FACIA BOARD CAP 3/4' X 1/4" CROWN STAPLE' "8" ON CENTER 1-3/.4' TRIM NAIL F' CHANNEL CAN 6E PAINTED S.S. 48' INSTALlEO WITH THE O.Q. NMUNG FLANGE UP OR DOWN SOFFIT- max. 12. -inch span WOOD SUBSTRATE 1-3/4' TRIM NAILI FACIA BOARD PAINTED S.S. )r FASCIA CAP 3/4',X 1/4' CROWN STAPLE SOFFIT & FASCIA DETAIL ALCI5001 FL12184-R3 Page 2 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61020-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addfessed herein. MOM SCREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System NG. Installation Detail OPEN RAFTER STAPLES SOFFIT STAPLE GIST DIAMOND DETAIL FACIA BOARD 12J-1 X 1/4' CROWN STAPLE '24' CENTER USING A DIAMOND PATTERN I–CHANNEL 1-3/4' TRIM NAZI screwed to soLEie PAINTED S.S. 48' with one 1) ilex O.C. lf]• x ] B• head diameter screw, 16• o.o. WOOD OR BLOCK SUBSTRATE SoFFR–max. 12 -inch span CAP 3/4' X 1%4' CROWNAINTE FACIA BOARD STAPLE 'B' ON CENTER PTRIM NAIL PAINTED S.S. I Mr FASCIA CAP 3/4' X 1/4' CROWN STAPLE ALC16091 FL12194-R3 Page 3 of 12 This evaluation report Is provided for State of Florida product approval under Rule 611320-3. The manufacturer shell notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. GREEK 0 TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installatibn Detail 1'i' TRIM NAR FASCIA BOARD PAINTED 55 FASCIA CAP SOFFIT CROWN STAPLE OPEN RAFTER FASCIA BOARD NBAS/0'1•Nll SOFFIT & FASCIA 16F-1 DETAIL 16F-5 FASCIA CAN REFER TO SOFFIT & FASCIA DETAIL F' CHANNEL SOFFITI RAX., Ir SPAN HASONR. SUBS78ATE ALC15001 FL12194-R3 Page 4 of 12 This -evaluation report is provided for State of Plorlda product approval under Rule 61020-3. The manufacturer shall notify CREEK Technloal Services, LLC of any product changes or quality assurance changes throughout the dOratlon for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product AtUlbutes that are not spebifically addressed herein. SGREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Sofflts Appendix B System No. Installation Detail Klin. 3/6" head dla. na4l with min. lu' engagetoentifor wood 'substrata) or min. 0.047' din. T -nail or stub nail with min. 5/•9" engagamentifor cpncrete or block s%ip'ebr4teJ, bpbbefl as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F -3" F" CHANNEL ZQcod, Concrete or Block Wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" 0. C. FASCIA LIP 1/4"- PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT :& FASCIA DETAIL ALC15001 FL12194-R3 Page 5 of12 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurenoe changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not speblllcally addressed herein. SGREEK TECHNICAL SERVICES, LLC 16F-4 No. I Installation Detail 3/4' X 1/4' CROWN STAPLES USI1 9• ADIAMOND PATTERN I F' CKANNEL CAN BE INSTALLED WfTH THE NAILING FLANGE UP OR DOWN SUBSTRAM. ALUMINUM COILS, INC Soffits Appendix B 3/4;'%M SOFFIT STAPLE OPEN RAFTER DIAMOND. PATTERN DETAIL a- vcrv vcry I FACIA BOARD CAP 3/4' X 1/4' CROWN STAPLE '8' ON CENTER 1-3/4' TRIM HAiI PAINTED S.S. 48.' O.C. SOFFTr-'max.. 16 -inch span 1-3/4' TRIM NAIL PAINTED S.S. SOFFIT FAclA BOARD- FASCIA CAP 3/4' X 1/4' CROWN STAPLE SOFFIT & FASCIA DETAIL ALC16001 FL12194-R3 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance obanges'througheut the. dUradon fpr which this report fa valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other produot attributes that are not specffioally addressed herein. GREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B S gtorri No. Installation Detail 1 I' TRIM NAIL FASCIA BOARD PAINTED S.S. FAS. CAP SOFFR 1'4' CROWN STAPLE OPEN RAFTER FASCIA BOARD rrt• CROWN SOFFIT & FASCIA USOIO.A DIAMOND DETAIL 16F-2 & PATURNS REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASCIA CAN REFER TO SOFFIT & FASCIA 3. \ DETAIL 8 F CHANNEL 9/B'1 soFFrcs MAX. u• I SPAN WODo SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page T of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assuranoe changes throughout the duration for whloh this report Is valid•. This- evaluation report does not -express nor Imply warranty, Installation, recommended use, or other produot attrlbules that are not specifically addressed herein. CREEK ALUMINUM COILS, INC Soffits 0 TECHNICAL SERVICES, LLC Appendix B Systbm No. Installation Detail OPEN RAFTER i 3/6• xrWCEN SOFFIT STAPLE GIST TNUES1' DIAMOND DETAIL PATTERN FAcu, BOARD I:rte 3/4' X 1/4' CROWN STAPLE -24- ON CENTER USING -A DIAMOND PATTERN FASCIA CAP 16J-1 3/4' XL1/V CROWN 8. 1-3/4' TRIM NAIL FACIA BOARD STAPLE ON CENTER- PAINTED S.S. CHANNEL 1-3/4' TRIM NAIL PAINTED S.S. 48" FASCIA CAP O.C. 3/4" X 1/4' CROWN STAPLE soFFIT—max: 16 -inch apan. SOFFIT SOFFIT & FASCIA WOOD OR BLOCK SUBSTRATE D ETAI L ALC15001 FL12194-R3 Page 8 of 12 This evaluation report Is provided for State of Florida product approval under Rule- 811320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes,throughout the dbratlon for which this report Is valid. This evaluation report does not express nor Imply warranty, Installation, reoommended use, or other produot 131trlbutes that are not specifically addfessed herein. GREEK TECHNICAL. SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B Systerfi No. Ihstalladofr Detail 1 }' TRIM NAIL FASCIA BOARD PAINTED SS. 1'a}' CROWN' SjjAPLES USR10 A O PATTERNt RIFER TO FASCIA CAP SOFFIT 1.47 CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN OETA0. I }' TRW NAR. FASCIA BOARDLl--11 PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-1 &L2417-4 FASCIA CAN REFER ToSOFFIT i FASCIA / \ OETAn. Nominal f SYP / I 3relIhoMA1BattenAnchoredtoSOFfITiMX. IF -CHANNEL Rafters with one Td Ring Shenk Nan at I awry Railer WOOD SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-113 Page 9 of 12 This evaluation report Is provided for Stale of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assuranoe changes lhroughou t the duration for which this report Is valld. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEKJlC.. l JLC. r ' ALUMINUM COILS, INC Soffits TECHNICAL.SERVICES,. LLC Appendix B SWtorn No. IndtallAtlon Detail I i' TRIM HA0. ,-FASCIA BOARD PAINTED S.S. I4' SMOOTH SHARK FASCIk CAP ROOF HAIL'S SOFFIT 1'rl' CROWN STAPLE I i' TRIM HA0. FASCIA BOARD PAINTED SS, SOFFIT & FASCIA DETAIL 24F-2 & 24F-5 rwl• CROWN STAPLE FASCIA CAP, REFER TO SOFFIT L FASCIA WOOD ALC15001 FL12194-R3 Page 10 of 12 This evaluation report Is provided for State of Florida product approval under Rule 91G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the dhratibn for which this report Is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are nbt specifically addressed herein. SCREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Instillatloh Detail 1 l' TRIM NAR FASCIA BOARD PAINTED SS. 114.11A1' T-NA1LS FASRA CAP SOFFIT 1'q' CROWR STAPLE 1 I- TRW NAIL FASCIA BOARD PAINTED S.S. SOFFIT Sr FASCIA DETAIL 24F-3 & 24F-6 r4' CROWN STAPLE FASCIA CAP, REFER TO SOFFIT t FASCIA DETAIL Nominal 1'a2' SYP Batten Anchored to SOFFITI MAX. 24' F4MANREL Rafters with one Td RIAJ Shank NSA at every Railer MASONRY ALC150O1 FI -12194-R3 Page 11 of 12 This evaluation report Is provided for State of Florida product approval under Rule GIG20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality essuranoe changes throughout the duration for which this report Is valid. This- evaluation report does not express nor Imply warranty, installation, recommended use, or other product attdbules that are not spebifically addressed hereln, wiffliiiiiii SGREEK TECHNICAL, SERVICES, LLC No. I Installation Detail 24J-1 & 24J-2 USING A DIAMOND PATTERNt REFER TO SOFFIT STA LE 61AMON0 PAYT RN DETAIL 11 TRIM NAP PAOITEO SS. t— Momm.111 a r GYP batten scabbed between rafters and MMANNEL second wfth one 1) Td dng shank hall elhlgh ed through the ranartnto the and M000 SUBSTRATE of the batten or two (2) Td ring %hunk nds toe•natted on either side of the bottom at the baltenhafter Intersection CANTILEVEREO' RAFTER FASCIA BOARD CROWN STAPLE FASCIA CAPt REFER TO SOFFIT L FASCIA DETAIL SOFFRf MAX 2V 1f•T PAII ALUMINUM COILS, INC Soffits Appendix B SOFFIT & FASCIA DETAIL. SOFFIT STAPLE DIAMOND PATTERN BOARD CAP ROHM STAPLE ALCI5001 FL12194-R3 Page 12 of 12 This evaluation report Is provided for State of Florida product approval under Rule -81G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product Changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are n6t specifically addressed herein. EGREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding In accordance with Section 1609.1 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as deTined In Section 1609 of the FBC. 2. Exposure B. C, and D shall be as defined In section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits With a mean roof height less than or equal to 60 -ft. 4. All calculations are based on an effective wind area of 10 -fig or less. 5. Topographic factors such as escorpmentd or hills have been excluded from the analysis. 6. Wind dimclionality factor, Kd = 0.85 7' V„ it Is'shown in the tables below. Design pressures are multlplled by 0.6 In accordance with Section 1610.9.4 of the FBC. 8. Projects With mean roof heights greater than 60 -ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension's"•shell be 10% of the least horizontal dimension of (0.4 x Mear) Roof Height), whichever Is smaller, but not less than either 40/6 of the least horizontal dimension or 3 -ft. ALC15001FL12194-R9 Page 1 of 4 This evaluation report is provided for State of Florida produpt approval under Rule 61 G20-9. The manUiacturer shall notify CREEK Technical Services., LLC of any product changes or quality essuranoe •changes,throughout the divation for which this report is valid. This -evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. GREEK 0 TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C r O.esf n Wlnd'P,ressures:Toc'Sotllts inttx oSurei6•• l 7 iBUilding; ; Type.:,• • Zone Mean" ' -::. 1 :;..:`A:Sasla-Wlnd:S bed' mph)" Roof ' ! ' '' , ...16Q: 170 180 .190• mei ht (ft) :' 120. .1:30.. '',140' " '; , 1:50. . 200 Ehclosed 4 20 16.9 19.6 22.9 26.3 30.0 33.8 37.9 422 46.8 25 -16.9 -19.8 -22.9 -26.3• -30.0 -33.8 -37.9 -42.2 30 -16.9 -19.8 -22.9 -26.3 -30.0 -33.8 -37.9 -42.2 46.8 46.8 40 -18.3 -21.5 -24.9 -28.Q. -32.5 -36.7 .2 -45.9 50.8 50 -19.5 -22.9 -26.5 -30.5 -34.7 -39.1 -43.9 -48.9 54.1 60 -2Q.5 -24.0 -27.8 -32.0 -36.4 -41.1 -46.0 -51.3 56.8 Negative ' Loads) Enolosod. Positive Loads) 5 4 5 20 20. 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 -20:8 -24.4 -28.3 32.5 -37.0 -41.7 46.8 -52.1 57.8 30 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.6 -52.1 4 -22.6 -26.5 -30.7 35.3 -40.1 -45.3 -50.8 -56.6 50 -24.1 38.2 -32.8 -37,6 -42.6 -48.3 -54.1 -60.3 57.8 62.7 66.8 60 -25.3 -29.6 -34.4 -39.5 -44.9 -50.7 -56.8 -63.3 20 10.8 12:7 14.7 16.9 19.2 21.7 24.3 27.1 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 2.1 70.1 30.0 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 .23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31..3 60 13.1 1 15.4 17.8 20.6 23.3 '26.3 29.5 32.9 20 10.8 12.7 14.7 16.9 192 21.7 24.3 27.1 34.7 36.4 30.0 25 1018 12.7 14.7 16.9 192 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 Z1.7 24.3 27.1 30.0 40 11.7 13.8 16.0 10.3 20.8 23.5 26..4 29.4 32.5 50 12.5 14,7 17,0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 1 15.4 1 17.8 1 20.5 23.3 '26.3 29.5 32.9 36.4 ALC15001 FL12194-R3 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall -notify CREEK Technical Services, LLC of any product changes or quality assurance dhanges throughout the dbration for which this report Is valid This evaluation report does not express nor imply warranty, Installation, recommended use, or other product bliribules that are nbt spediflcaily addtebbed herein. CREEK TlmcmicAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C ALC15001 FL12194-R3 Page 3 of 4 This evaluation report Is provid'ad for State of Florida product approval under Rule 61620-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addrebsed her6in. Desi n•Wlnd Pressures foe Soffits In. Ex osuredC - gtitlding° Mean:::. Type ;, f Zone.=• Basic'Wind:S' eed ni h Roof " ft 12 :' 140 150 160• . ` 170' _ ;180: 1;90 ' • Hel ht 0: .13 U ' " 200 Enclosed 4 20 2..7 Z5.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 -22.6 -26.6 -30.8 -35.4• -40.2 -45.4 -50.9 -56.7 62.8 30 -23.6 -27.7 -32.1 -36.9 -41.9 -47.3 -53.1 -59.1 65.5 40 -25.0 -29.4 -34.1 -39.1 44. -5 -$6.3 -62.7 69.5 50 -26.2 -30. -35.7 -41. -46.6 -52.6 -59.0 -65.8 72.9 60 -27.2 -31,9 -37.0 -42.5 -48.3 -54.6 -61.2 -68.2 75.5 Negative Loads) 5 2 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 -27.9 _32.8 -38.0 -43.6 -49.6 -56.0 -62.8 -70.0 77.6 30 -34.2 -39.6 -45.5 -51.8 -58.4 -65.5 -73.0 80.929A 40 -30.9 -36.3 -42.1 -48.3 -54.9 -62.0 -69.5 -77.5 485.8 50 -12.4 -38.0 -44.1 -50,6 -57.6 -65.0 -72.9 -81.2 89.9 60 -33.6 -39.4 -45.7 =52.5 -59.7 -67.4 -75.5 -84.2 93.2 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 1 T.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 15.8 19:7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 F 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 18.3 18:9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 1 29.9 33.7 37.8 42.1 1 46.7 60 17.4 1 20.5 23.7 27.2 1 31.0 35.0 39.2 1 43.7 1 48.4 ALC15001 FL12194-R3 Page 3 of 4 This evaluation report Is provid'ad for State of Florida product approval under Rule 61620-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addrebsed her6in. GREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C ALC15001 FL12194-R3 Page 4 of 4 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duratibn for which this report Is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that ate not specifically addressed herein. r• Desi n-W.IndtPressa es"for.Sofflts;in,.Ez osure D Buildlv9: r Type •. Enclosed Negative Loads) Enclosed Zone 4 5 4 Mean::•..: Basic Wind;S seri m ti •.. Roof' - tie htft.: 120 '.. , - '' 140 :. > 150- • ": ' 160'•. 17.0. . 180' : ; 190: • 20 -2 0 -30.5 -35.4 •-40.6 -46.2 -52.2 -56.5 -65.2 200: '. 72.2 25 -27 0 -31. -36. -421 -47.9 -54.1 -60.6 -67.6 74.9 30 -27.9 -32.8 -38.0 -43.6 -49.6 -56.0 -62.8 -70.0 77.5 40 -29.4 -34.5 -40.0 -45.9 -62. -58.9 -66.1 -73.6 81.6 50 -30.6 -35.9 -41.6 -47.8 -54.3 -61.3 -68.8 -76.6 84.9 60 -31.5 -37.0 -42.9 -49.3 -56.1 -63.3 -70.9 -79.0 20 -32.1 -37.7 -43.7 -50.1 -57.0 -64.4 -72.2 -80.4 25 -33.3 -39.1 -45.3 -52.0 -59.2 -66.8 -74.9 -83.4 30 -3' .5 -40,4 -46.9 -53.8 -61.3 -69.2 -77.5 -86.4 87.6 89.1 92.4 95.7 40 -36.2 -42.5 -49.3 -56.6 -64.4 -72.7 -81.5 -90.9 50 -37.7 -44.3 -51.4 -58.9 -67.1 -75.7 -84.9 -94.6 100.7 104.8 60 -38.9 -45.7 -53.0 -60.8• -69,2 -78•.1 -87.6 -97.6 20 16.7 19.5 22.7 26.0 29.6• 33.4 375 41.7 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 • 108.1 46.3 48:0 3.9 17.921.9 24.3 27.9 .8 35.9 40.2 44,8 40 18.8 22:1 25.6 29.4 33.4 37.8 42.3 47.2 49.7 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 g0 20.2 23.7 27.5 31.6 35.9 1 40.5 1 45.4 50.6 54.4 56.1 Posltivs Loads), 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 70.3 23.5 27.0 30.7 34.7 38.9 43.3 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 40 18.8 221 25.6 •29.4 33.4 37.8 42.3 47.2 48.0 49.7 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 1 50.6 54.4 56.1 ALC15001 FL12194-R3 Page 4 of 4 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duratibn for which this report Is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that ate not specifically addressed herein. SCREEK TECHNICAL SERVICES, LLC 318" F -Channel 3181"J -Channel 3/8" —F 3/4" --- ISOMETRIC VIEW 3/1- PROFILE ISOMETRIC VIEW 3/1' PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 Page 1 of 4 This evaluation report Is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes'throughout the, duration for which this report Is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. SGREEK TECHNICAL SERVICES, LLC Fascia 3/4" 7/81, 1/B" HEM 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001 ELI 2194-R3 Page 2 of 4 This evaluation report Is provided for State of Florida product approval under Rule 01620-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for whloh this report Is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other prodUct attributes that are not sperilically addtessed herein. GREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit ALUMINUM COILS, INC Soffits Appendix D W' 9LANK 3 I/ 8 OROFILE 2.625 REF 50 TVP. TVP. S TVP. dtio.aoo aaoo aaa.oaa aoaaa Yn oaoaoa a000a unnr I M MM OArMRN ( n 1 a .il sl LOUVERS FORMED UI SAME OUIECIION A4 RIBS) ALC15001 FL12194-R3 Page 3 of 4 This evaluation report Is provided for State of Florida product approval under Rule 61G20.3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes orqualityassurancechangesthroughoutthad'uratlon for which this report Is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not spedincally addressed herein. SGREEK TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 3 1/6" i/6" 3 1/8" Z/6" 3 1/6" 5/16" • 1/2" 1/2" j 1/6" 3/6" 13.75" BLANK 3/8" PROFILE W TW.. 25 TM. 0.125 Trp. nu 000 000 000000 00000 000000 00000 - woe i rnxs+ VATIFf1N f e . srs s1 0.s ro eFo M swE SaECnoei as W85) END OF RP -PORT ALC15001 FL12194-R3 Page 4 of 4 This evaluation report Is provided for State Of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality aissuranoe obanges'throughout the d'uratlon for which this report is valid. ThI•s evaluation report does not express nor imply warranty, Installation, recommended use, or other produot Attributes that are not specifically addrbasod herein. 3/2/2018 Florida Building Code Online Business •ProfessionalRegulation BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats S Facts I Publications I FOC Staff I SCIS Site Map I Unks I Search I Florida look VON Y Product Approval yp yp bI 0 USER: Public User icYw+ykturm Product ARoroyal Menu > Product or Aonll®tion Search > Application List Search Criteria Code Version 2017 FL# 5444 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 searcn Kesulrs EIA Appiecaveons up -C Manufacturer Validated By, Status FL5444-R12 Revision CertalnTeed Corporation -Roofing John W. Knezevich, PE Approved Category: Roofing 954) 772-6224 History Subcategory: Asphalt Shingles FL5444-R13 Revision CertainTeed Corporation -Roofing John W. Knezevich, PE Pending FBC Approval Category: Roofing 954)772-6224 Subcategory: Asphalt Shingles npproveo oy worn, Avv, u 'r „o.,, Contact Us :: 26.01 Blair Stene Road, Tallahassee FL 32399 Phone, 850-487-1824 The State of Florida Is an AA/EEO employer. CO2YrIght 2007-2013 State of Florida.:: EdyM 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 electronicmalltothisentity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they haveone. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personaladdress, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: Credit Card Safe https:/tnoddabuilding.org/pr/pr app_Ist,asPx 1/1 3/2/2018 Florida Building Code Online Professional Regulation SCIS Home I Log In I User Registration I Hot Topics ( Submit Surcharge Stats a Facts I Publications I FBC Stall BCIS Site Map Unks Search Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Malvern, PA 19355 610)893-5400 mark.d.harner@saint-gobain.com Authorized Signature Mark Hamer mark.d.harner@saint-gobain.com Technical Representative Mark D. Harper Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark.D.Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nleminen Evaluation Report Florida License PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE Ji Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL5444 COI 2 17_Ol COI Nieminen.Ddf Standard Florida\ 111 I(i 11r..ilProduct Approval 2016 ASTM D3462 2010 USER: Public user Product Agoroval Menu > product or Aonllotion Search > eoollcaUon Ust > Application Detail 0 OMCE OF THE FL # FL5444-1112 SECRETARY Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Malvern, PA 19355 610)893-5400 mark.d.harner@saint-gobain.com Authorized Signature Mark Hamer mark.d.harner@saint-gobain.com Technical Representative Mark D. Harper Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark.D.Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nleminen Evaluation Report Florida License PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE Ji Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL5444 COI 2 17_Ol COI Nieminen.Ddf Standard Year ASTM D3161 2016 ASTM D3462 2010 ASTM D7158 2011 https:lffioridabuilding.org/prlprapp_dtl.aspx?param= wGEVXQwtDgtahlgO7CSsoycOrl28CCPCm5j9JS3Osk4S7sljNdlwNga/* 3d%3d 1/2 3/2/2018 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Florida Building Code Online Method 1 Option D 09/07/2017 09/12/2017 09/15/2017 12/12/2017 01/24/2018 FL it Model, Number or Name Description 5444.1 CertainTeed Asphalt Roof Shingles 3 -tab, 4 -tab, strip (no -cut-outs), laminated and architectural asphalt roof shingles Limits of Use Approved for use In HVHZ: No Installation Instructions FL5444 WII_2017 Q FINAL_R_CERTAINTEED ASPHALT SHINGLE _FL5444-R12.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen, PE PE -59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use Evaluation Reports FL544 _RI AE 2017 Q9 FINAL ER_CERTAINTEED ASPHALT SHINGLES_ FL5444-R12.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy. Statement :: Accessibility. Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section455.275(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 emalts provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personaladdress, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe https:lffioridabuilding.org/prlprapp_dti-aspx?param= wGEVXQwtDgtahlgO7CSsoycOrl28CcpCm5j9JS30sk4S7sljNdlwNga/ o3da/o3d 2/2 THIS INSTRUMENT PREPARED BY: GRANT MALOY t SEMIhIOLE COUNTY Name: _NVR Inc. dba Ryan Homes C:LFI,11 OF CIRCUIT COUR11 COMPTROLLER Address: 4307 Vineland Rd, Suite H-20 BIC 9160 P3 19b3 ( iP3s ) Orlando FL 32811 CLERK'S : 2018073431 pm !I&L' RECORDED 06/26/2018 11:47:38 Nail RECORDING FEES $10.oCi NOTICE OF COMMENCEMENT RECORDED BY hdevnre Permit Number. 18-1578 Parcel ID Number, 17-20-31-5VC-0000-0950 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, thefollowinginformationisprovidedinthisNoticeofCommencement. 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) Lot # 95 of Kensington Reserve 3810 Crawley Down Loop 2. GENERAL DESCRIPTION OF IMPROVEMENT: Construction of Single Family Home Residential 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: NVR Inc. dba Ryan Homes- 4307 Vineland Rd Suite H-20 Orlando FL 32811 Interest in property: Fee Simple Title Holder (if other than owner listed above) Name: NA Address: 4. CONTRACTOR: Name: NVR, Inc dba Ryan Homes Phone Number. 407-692-9820 Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 S. SURETY (If applicable, a copy of the payment bond Is attached): Name: NA Address: Amount of Bond: 6. LENDER: Name: Phone Number. Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section713.13(1)(a)7., Florida Statutes. Name: Dayna Mitchell Phone Number: 407-692-9820 Address: 4307 Vineland Rd Suite H-20, Orlando FL 32811 In addition, Owner designates of to receive a copy of the Lienors Notice as provided In Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARECONSIDEREDIMPROPERPAYMENTSUNDERCHAPTER713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEYBEFORECOMMENCINGWORKORRECORDINGYOURNOTICEOFCOMMENCEMENT. Dayna Mitchell Assistant SecretarySignaofOwnerorLessee, or Ownefs or lessees (Pent Nemo arid Provide Signaterys TIVUOItice) AuWzed OMcerAXrWor/Partner/Manger) state of Florida county of Orange Tr , , The foregoing Instrument was acknowledged before me this day of . wl-- 20 ) $ by Dayna Mitchell Who Is personally known to me IX ORNameofpersonmakingstatement who has produced Identification O type of Identification produced: k TRACY LEIGH MCDONALD MY COMMISSION # PF925012 EXPIRESOctobei 06. 2019dU7)^'3-9t%•(r?r3 ibrWol•Io:D'y5r sKt• i'rm COUNTY OF SEMINOLE IMPACT FEE STATEMENT BUILDING STATEMENT APPLICATIONI# 0008 10000546 DATE: June 19, 2018 BUILDING PERMIT NUMBER: 18-10000546 UNIT ADDRESS: CRAWLEY DOWN LOOP 3810 17-20-31-5VC-00 0 0950 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: NVR INC DBA RYAN HOMES ADDRESS: 4307 VINELAND ROAD SUITE H-20 ORLANDO FL 32811 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3810 CRAWLEY DOWN LOOP / KENSINGTON RESERVE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing 00 1.000 dwl unit 00 FIRE RESCUE 00 LIBRARY CO -WIDE ORD Single Family Housingg 54.00 1.000 dwl unit 54.00 SCH9OLS CO -WIDE ORD Family Housing 91000.00 1.000 dwl unit 91000.00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 9,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE//RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAN CERTIFICATE OF OCCUPARY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE• 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABO 10 REQUEST FOR TUG & PREPOWER AGREEMENT t ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date:. ,t0 1>4 Project Name:, Kensington Reserve Project Address: 9/0 d a3,0 Building Permit #: I S "'S /0 Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHn. The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Robert Lattanzi - Ryan Homes Print Name f Owne /Ten Signature of ter/Tenant JURISDICTION EMPLOYEE NAME: Robert Lattanzi - Ryan Homes Print Nam lien. Co tra Signature of Gen. Contractor CBC1257565 Gen. Contractor License # Scott L Easterbrook - Palmer Electric Print Name of El. Contractor ignature of El. Contractor EC0003096 El. Contractor License # JURISDICTION: CALLED INTO: o Progress Energy o Florida Power and Light on Rev. 02/10/15) CITY OF SANFORD BUILDING & FIRE PREVENTION D Q V1 AR ? G 416 PERMIT APPLICATION Application No: Documented Construction Value: $ !K8 co Job Address: 3810 Crawley Down Loop Historic District: Yes NoEA Parcel ID: 17-20-31-5VC-0000-0950 Residential X Commercial Type of Work: New x Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Tracy McDonald Title: Production Admin Phone: 407-692-9831 Fax: Email: trmcdona@nvrinc.com Property Owner Information Name NVR INC, dba Ryan Homes Phone: 407-692-9831 Street: 4307 Vineland Rd #H20 Resident of property? City, State Zip: Orlando FL 32811 Contractor Information Name NVR, Inc, dba Ryan Homes Phone: 407-692-9820 Street: 4307 Vineland Rd # H-20 Fax: 407-692-9821 City, State Zip: Orlando FL 32811 State License No.: CBC1257565 Architect/Engineer Information Name: AB Design Phone: 407-774-6078 Street: 1441 N Ronald Reagan Blvd Fax: City, St, Zip: Longwood FL E-mail: brian@abdesigngroup.com Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in com lance with all applicable laws regulating construction and zoning. 3/22/2018 3/22/2018 Signature o t Date Sigt of o ctor/Agent Date Tracy McDonald Tracy McDonald Print Owner/Agent's Name 3/22/2018 Signature of Notary -State of Florida Date MEAGAN LYNNE FOWLER t MY COMMISSION # GG 063253 t EXPIRES: January 17.2021 Bonded Thru Budget Notary ServicesFOFflp°< Print Contractor/Agent's Name 3/22/2018 Signature of Notary-StatefM Date o, rRy Pus,, MEA AE FOWLER a 'MY COMMISSION k GG 063253 0 -.: EXPIRES: January17.2021 11o. FOO Bonded Thru Budget Notary Services Owner/Agent is x Personally Known to Me or Contractor/Agent is X Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building 2 ElectricaQ Mechanical Er PlumbingR Gas Roof Construction Type: 46 Occupancy Use: R3 Flood Zone: x- S t-6 Total Sq Ft of Bldg:S 115 Min. Occupancy Load: So # of Stories: '2 New Construction: Electric - # of Amps ZICM Plumbing - # of Fixtures Fire Sprinkler Permit: Yes[] No [Z # of Heads APPROVALS: ZONING:UTILITIES: COMMENTS: ENGINEERING: O'kTC. 4 -Z6 -IH FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. 150. 8 /a i, Suyv1MeY 14Y14 - Cr CTR Iq Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 4,f 1d. %7 I Revised: lune 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATIONN®R, Application No: Documented Construction Value: $ 95,658 Job Address: 3810 Crawley Down Loop Historic District: Yes No X Parcel ID: 17-20-31-5VC-0000-0950 Residential X Commercial Type of Work: New [A Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Tracy McDonald Title: Production Admin Phone: 407-692-9831 Fax: Email: trmcdona@nvrinc.com Property Owner Information Name NVR INC, dba Ryan Homes Phone: 407-692-9831 Street: 4307 Vineland Rd #H20 Resident of property? City, State Zip: Orlando FL 32811 Name NVR. Inc, dba Ryan Homes Street: 4307 Vineland Rd # H-20 City, State Zip: Orlando FL 32811 Contractor Information Phone: 407-692-9820 Fax: 407-692-9821 State License No.: CBC1257565 Architect/Engineer Information Name: AB Design Street: 1441 N Ronald Reagan Blvd City, St, Zip: Longwood FL Bonding Company: Address: N/A Phone: 407-774-6078 Fax: E-mail: brian@abdesigngroup.com Mortgage Lender: Address: N/A WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in com iance with all applicable laws regulating construction and zoning. 3/22/2018 3/22/2018 Signature ot! jt Date Sigit of o ctor/Agent Date Tracy McDonald Print Owner/Agent's Name 3/22/2018 Signature of Notary -State of Florida Date ytY rU@G MEAGAN LYNNE FOWLER r?o P` MY COMMISSION r GG 063253 EXPIRES: January 17- 2021 eoF F op Bonded 11uu Budget Notary SenAM Tracy McDonald Print Contractor/Agent's Name 3/22/2018 Signature of Notary -State ndd Date row...? i, MEA MAEFOWLER MY COMMISSION # GG 063253 e` EXPIRES: January '17,2021 Foe Bonded Thru Budget Notary Services Owner/Agent is x Personally Known to Me or Contractor/Agent is x Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: WASTEWATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application Pa 1 18=77 1 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Tracy McDonald Firm: NVR, Inc. Address: 4307 Vineland Road #H20 City: Orlando State: FL Zip Code: 32811 Phone: 407.692.9831 Fax: 407.692.9821 Email: trmcdona@nvrinc.com Property Address: 3810 Crawley Down Loop Property Owner: NVR, Inc. dba Ryan Homes Parcel identification Number: 17-20-31-5VC-0000-0950 Phone Number: 407.692.9820 Email: trmcdona@nvrinc.com The reason for the flood plain determination is: New structure Existing Structure (pre -2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFIC•IA US ONLY Flood Zone: x Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 18.1578 Reviewed by: Michael Cash, CFM Date: April 26, 2018 I I P 1 Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & F O177- Landscaping in Right -%P Way www.sanfordn.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.688.5140 Fax: 407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the size and location of the existing right -0f -way and use shall be provided or application could be delayed. C8111+roea 1. Project Location/Address: 3810 Crawley Down Loop, Sanford, FL 32773 2. Proposed Activity: X Driveway Walkway Other: 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: Construction of New Single Family Home This application Properly Owner. Signature: J Address: 4307 itted by: Rd #H-20 Orlando, FL 32811 Phone: (407) 692-9831 Fax: Print Name: Tracy McDonald Email: trmcdona@nvrinc.com Date: 03/22/2018 Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestors expense and, if necessary, file a lien on the Requestoes property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnity, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have reap ap'd, /Understand the above statement and by signing this application I agree to its terms. Signature: Date: 03/22/2018 This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours In advance to schedule a pre -pour Inspection. Pre -pour Inspection by: Date: Application No: Reviewed: Public Works Official Use 'Only Fee: Date: Utilities Approved: Engineering yv Vwk_ Site Inspected by: Special Permit Conditions: Date: Date: Date: - 4_Z( '0 • Z01$ Date: November zom ROW Use Onvwmy.;x f LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: Z3 I hereby name and appoint: Tracy McDonald an agent of: NVR Inc., dba Ryan Homes Name of Company) to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and application for work Street Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Lattanzi State License Number: CBC12575 Signature of License Holder: STATE OF FLORIDA COUNTY OF Orange at: May 20,2018 The foregoing instrument was acknowledged before me thisday of 1, 200 1$ , by Robert Lattanzi who is ®031 -3 -IRM, M3 or o who has produced identification and who did (did not) take an oath. Notary Seal) o rar vue c MEAGAN LYNNE FOWLER K MY COMMISSION # GG 53 EXPIRES: January232 Bonded Thtu Budget Notary Se -M Rev. 08.12) Signature MFA,Gg1v F*WL,F(z Print or type name Notary Public - State of _ Commission No. My Commission Expires: as SQ.FT. CALC.'S LST FLR. LIVING low Sa FT. 2ND MR. LIVING L331 Sa FT. TOTAL LIVING 2,421 SO. F. ENTRY 35 $a FT. GARAGE 459 $a FT. LANAI 260 60. Fr. TOTAL 3175 Sa FT. O0F06R AIO QAtAO O lO1p MEf' G EAOw3E FOIim00D60R G3LL3 mmsm60M amumm il am mwmwv 34A0)-30)6 3 T4 3000 DR 4 30DS1-JIM 3 If 25 -EN 5 MAW -3W 4 50 6W0£io u' 96' S 26.7E.Un p 60S05Co U. w S 263V-3330 i n 36' 1 63' 4 3S"..V'3 WIND DESIGN CRITERIA A. BASIC WIND SPEED GTPA (3 SECOND GUST) LT -50 ) VASO.II6 I'IPW 6 INIEWUL FI1ES01Y8 GOO:ICFM.• b C RISK CATEC.CW.rYPE 11 D. 00-0511M CATEGORY C NOM, VALUED FOR C0 VICNWM 4 CLADDING. FREGSAM ARE BASED ON TTE VDN DESKfi WIND SPEED. FBCR 6TW ED. (W") ALLOWS TIESE PIE "WO TO BE MLTIPLIED BY 0A• TO NEE TIE •' L ^"•-' E OR NONNAL TESTED VALUES USED BY PRODUCT MAf6FACiWERS, l mm TO CWU&L lolffx "GN ILL mom r"m r4f MTI TIE ;T] RDOR m1 tE SFRAT® A•O iFEAI®W LOIMIE' A 1@ OIE 1FEAT® ar Om IPJM woc A CABINET SECTION 6x6 Pi FM t0 V -V AFF. V OPT T -C CM 4.rip) m2'•0' 6 5'-4' •-I 10' -Ip' 4-94 9 kl '_b' Y I•I RrtIC 6 Q' 6- r 4' as r NLT I O dl n 4'-2'F1ED. ' dt 5-0' 4'-S' ti V-10' Ir----------------------------y II am TO KATOA W. LANAI I I 36'-0k10 O' I •- cGty I II I 4'-m, II II II I I i0S0 5GD 9LL f 6050 SCo I I I I I rlTmr e I O 2 CAR GARAGE W -e Cm TGFE VENEER f 7-0 CLf3 a I S'a a4 LAE CP 31011aDR 1 L_J 1 16.0 X o CI/1 Y 777\7pT7'p Y41J-O. BIIIIIIIIII iO 19•_2• I 9'-4' I UOIET oom I'm *15 nw GREAT ROOM I, S-PaA I II'. a I'-21R'I II,; 1 b'-0' 4'-2' 2'-10' 6'L51lt' 9'-4' u I A cam MIMI 1 WT c growW-C Cm n it m2'•0' 6 5'-4' •-I 10' -Ip' 4-94 9 kl '_b' Y I•I RrtIC 6 Q' 6- r 4' as r NLT I O dl n 4'-2'F1ED. ' dt 5-0' 4'-S' ti V-10' m- 6TiD 9LL f I I Fnsr 2 I I rlTmr e s' m N 2 CAR GARAGE W -e Cm TGFE VENEER f 7-0 CLf3 a I S'a a4 LAE CP 31011aDR L_J 1 16.0 X o Oro FIRST FLOOR PLAN SCALE, V4 . I'-0' Ed I C N I T E C T Design Grou l. LML M MONIED MEAGAN ILVD. LOMMOOM M 32750 M, 407.7744073 TA[407•T74AOT3 AA 0.000.025 8uDDrv. Ac IAT. KENSINGTON RESERVE IAT /95) HOD33MA SUMMERLAND VEM1014001) PROJiCTT/: 2997.000 PAO= FIRST FLOOR PLAN APA> ECT, STATE OF FLCIIDA aA4'M 1/11/18 scAim 1/4'=I'-0' S*ECW 3 OF 9 BIIIIIIIIII 8uDDrv. Ac IAT. KENSINGTON RESERVE IAT /95) HOD33MA SUMMERLAND VEM1014001) PROJiCTT/: 2997.000 PAO= FIRST FLOOR PLAN APA> ECT, STATE OF FLCIIDA aA4'M 1/11/18 scAim 1/4'=I'-0' S*ECW 3 OF 9 0171 oert Azo aADao mo L4sLOB 1M D mo E7ac Be 4a a4e000 aulua 4'3119 a0UA COMM" mum wM R ale wm+o I B 36' 61' S 2665/-3105 3 B 36' 6r S, Ibbb/-3105 2A a 3040-M 36' w 6 mm-mv 38 B 36' 6r 5 26651-3105SCAM 3 B Ecom 36' 61' S 26!31-3105 1 B TBw 46' IS' 5 23431-33A0 5 B 36' 61' 4 266!1 -UM 6 B GUMS 36' 6F 4 UW.13U4 WIND DESIGN CRITERIA A. MAJ' IG MID SPEED MPFi (3 SECQO GUST) WLT•140 / VASO -116 MPU B. NTEFWUL I°WSSIY2E COBFICLN T-- JS G RISK CATEGCW-rTFE 11 0. E2o-70SUlE CATEGORY C MOM, VALUES, FCR COMP0blEMS 4 CLADONG PIESSIYE ARE BASW CN T4E WK DE604 WO SPEED. FBCR 6Tw ED. (200) ALL" TIESE PIUI'.SSIAUT?S to eE 1'LLTIPLEO BT 06 TO HEW TIE ALLCYNBLA OR NR104AL TESTED VALUES USED By FVWM= P WFAA=I ER& IGIFtFitt TO CMVALL a6TIL1. "IM ALL MOM PUBW 7O Rt71 TUE FM 0110M IAL E BRAT® *0NO TWA= a IWOM A MME MEMD WMY IB' -8 3/4' Lm: - 10'-0 3/4' M. INK FLRL V-4' BR'm. W. I 0'-0' FN. FLR - 2r LAMM CROP CELa46 TO W -S' 2) US MADFRS A a 67EUT 6 \; ` 1 • -- I - u• ISDN RA<a MR. z ROOM nt s) 205GYP Soap= W Ud 6'-S' Or- s74' T43 an ------- Gl+m 4 NALEV _ 2x6.24• Or- MX- 2" P.T. PLAT! SMIRS W Wd 00 KALE *'*= ILAK STAIR SECTION: 92- 4/ 7 BRG. S1•ADt DATA: 17 R®L4 w?.57' 16 TREADS 910' +1' NOWG IIECFBTRO-BELOW I I I I 3•-b' •-S,' S.-4' 3•-4• b'-2' O4 406FCL To, 46EAT4vCL&> Y OE; Q71r C 9 Il I 461 6 I I MI3 4• 3,_B. 10' I 2'-4• 4 lb BEDROOM 2 nt I Oro as 0 14'-4' C r b A Y BEDROOM 9 7 c j - a0 CLal I S , N4I R-nW 9 4-O E 0' 4'-0' 44' 3'-S, iD dl IQ$ BEDROOM 4 10'-2'116'•1• 10'-2'x14•_3• 6.0 Lara 6.0 CL& 6 O 3034914 36 I-SN OteF96 10' 2T-4' IN CF bT PLOM eB= --------------------------INCFBTFLOMeB= SECOND FLOOR PLAN SCALE• V4 x 1'-0' A It C N IT E C T 6 Grous 1"I N. RONALD NTAGAN BLVD. LOxCN000. R 32770 m 407.7744078 FAL407-IT44074 w 4b"914 Vysn AA 4.0000327 BUBDTV. 05 LOT. KENSINGTON RESERVE IDT /9s) MODEL, SUMMERLAND VERSION/O1) PROJSCTI/: 2997.000 PAGIM SECOND FLOOR PLAN ARCHITECP 23TATEORfD„ DATM 1/10/18 BCAUC: 1/4'=I' -O' aIF Cc= Q4OF REQUIRED INSPECTION SEQUENCE RYAN HOMES SFR -DETACHED Permit # BUILDING PERMIT Min I'MaxMinMaxInspectionDescription 10 Footer / Slab Steel Bond Form board / Foundation Survey 10 30 Slab / Mono Slab Pre our 20 Electric Final Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence LEI REVISED: June 2014 Address: ELECTRICAL:P.ERMI•T^ - Min I'Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power TUG 30 Electric Rough 1000 Electric Final Plumbing Final M!EGHANIC'rALPERM.IT ; I in Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final N E MTIMi Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final M!EGHANIC'rALPERM.IT ; I in Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final 3/23/2018 r' aRRdeappnnlImn.c PAPPR sew o eoouvrv. Korea SCPA Parcel View: 17-20-31-5VC-0000-0950 Property Record Card Parcel: 17-20-31-5VC-0000-0950 Property Address: 3810 CRAWLEY DOWN LOOP SANFORD, FL 32773 Parcel 17-20-31 -SVC-0000-0950 Owner BRISSON WEST PROJECT I LLC Property Address 3810 CRAWLEY DOWN LOOP SANFORD, FL 32773 Mailing 3601 RIGBY RD SUITE 300 MIAMISBURG, OH 45342-5038 Subdivision Name KENSINGTON RESERVE Tax District S1-SANFORD DOR Use Code 00 -VACANT RESIDENTIAL Exemptions Land Value (Market) Legal Description LOT 95 KENSINGTON RESERVE PB 81 PGS 86-92 Taxes Value Summary Tax Amount without SOH: $266.58 2017 Tax Bill Amount $266.58 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority 2018 Working Values 2017 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value I 52,000 Depreciated EXFT Value 0 52,000 Land Value (Market) 52,000 14,000 Land Value Ag 52,000 52,000SJWM(Saint Johns Water Management) $52,000 Just/Market Value " 52,000 14,000 Portability Adj 52,000 Save Our Homes Adj 0 0 Amendment 1 Adj 0 0 P&G Adj 0 0 Assessed Value 52,000 14,000 Tax Amount without SOH: $266.58 2017 Tax Bill Amount $266.58 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value Land Value County General Fund 52,000 0.001 0 52,000 Schools 52,000 0 52,000 City Sanford 52,000 0 0 52,000 52,000SJWM(Saint Johns Water Management) $52,000 County Bonds 52,000 0 52,000 Sales Description Date Book Page Amount oualified VacAmp No Sales find Catnpir" Saps Land Method Frontage Depth Units Units Price Land Value LOT I 0.001 0.001 1 I 52,000.00 I $52.000 Building Information Permits Permit # Description Agency Amount CO Date Permit Date http://parceidetail.scpafl.org/ParceiDetailinfo.aspx?PID=l 720315VC00000950 1/2