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HomeMy WebLinkAbout216 Elm Ave 16-2548- paperwork continued4.3.2 Application without a Prescriptive Thermal Barrier. SWD Quik-Shlelds 1 106 and SWD QuikShlelds 1 112 may be installed without the 15 -minute thermal barrier prescribed in IBC Section 2603.4 and IRC Section R316.4, when installed as described in this section. The thickness of the foam plastic insulation applied to the underside of the roof sheathing, floors, and walls must not exceed 11-1/4 inches. The foam plastic must be covered on all surfaces as follows: • SWD Quik -Shields 1 106 must be covered with 24 wet mils of DC315 intumescent coating. • SWD Quik -Shields 1112 must be covered with 20 wet mils of DC316 Intumescent coating The coating must be applied over the insulation in accordance with the coating manufacturer's Instructions and this report. Surfaces to be coated must be dry, clean, and free of dirt, loose debris and other substances that could Interfere with adhesion of the coating. The coating Is applied with low-pressure airless spray equipment. 4.4 Attics and Crawl Spaces: 4.4.1 Application with a Prescriptive Ignition Barrier. Where SWD Quik -Shields ] 106 and SWD Quik -Shields 112 insulations are installed within attics or crawl spaces, and where entry is made only for service of utilities, an ignition barrier must be installed in accordance with IBC Section 2603.4.1.6 or IRC Sections R316.5.3 and R316.5.4, as applicable. The ignition barrier must be consistent with the requirements for the type of construction required by the applicable Code, and must be Installed in a manner so that the foam plastic insulation is not exposed. The insulation, as specified in this section, may be installed in unvented attics and unvented enclosed rafter assemblies in accordance with 2015 IBC Section 1203.3 or IRC Section R806.5 [2009 — R806.4]. 4.4.2 Application without a Prescriptive Ignition Barrier. SWD Quik-Shlelds 1 106 and SWD Quik -Shields 112 insulations may be installed in attics and crawl spaces without the Ignition barrier prescribed in IBC Section 2603.4.1.6, and IRC Sections R316.5.3 and R316.5.4, as described in Sections 4.4.2.1, 4.4.2.2, 4.4.2.3, 4.4.2.4 and 4.4.2.5, subject to the following conditions: a. Entry to the attic or crawlspace is only to service utilities and no storage is permitted. b. There are no interconnected attic or crawl space areas. c. Air in the attic Is not circulated to other parts of the building. d. Attic ventilation is provided when required by IBC Section 1203.2 or IRC Section R806.1, as applicable, except when Insulation is permitted in unvented attics in accordance with 2015 IBC Section 1203.3 [not applicable under the 2012 or 2009 IBC], or IRC Section R806.5 12009 — R806.4]. e. Under -floor (crawl space) ventilation is provided in accordance with IBC Section 1203.5 [1203.3] or IRC Section R408.1, as applicable. L Combustion air is provided in accordance with IMC (International Mechanical Code Section 701 [Sections 701 and 703]. The insulation may be installed in unvented attics as described In this section In accordance with 2015 IBC Section 1203.3 or IRC Section R806.5 [2009 — R806.41, when applied at a minimum thickness of 1 inch for Quik- Shalds 1112 and 3.5 inches for Quik -Shields 1106. 4.42.1 Assembly No. t: SWD QuikShlelds ] 106 insulation maybe applied to the underside of roof sheathing, to roof rafters and to walls; and in crawl spaces; the insulation may be spray -applied to the underside of wood floors and to walls, as described in this section. The thickness of the loam plastic applied to vertical surfaces must not exceed 7-1/2 Inches, and the thickness applied to the underside of the wood floor or roof sheathing must not exceed 11-1/2 inches. The foam plastic must be covered with SWD QuikShields1500 IC coating, applied in accordance with the SWD Urethane instructions, at a minimum application rate to provide a minimum 18 -mil wet film coating. Surfaces to be coated must be dry, clean and free of dirt, loose debris and any other substances that could interfere with adhesion of the coating. The coating is applied with a roller, brush, or spray equipment and must be applied when ambient and substrate temperatures will be above 50°F for at least two hours after application. The Ignition barrier required by IBC Section 2603.4.1.6 and IRC Sections R316.5.3 and R316.5.4 may be omitted. 4.4.2.2 Assembly No. 2:. SWD QuikShielde 1 112 insulation may be applied to ' the underside of roof sheathing, to -roof rafters and to walls; and in crawl spaces; the Insulation may be spray -applied to the underside of wood floors and to walls, as described in this section. The thickness of the foam plastic applied to 'vertical surfaces must not exceed 5-1/2 Inches, and the thickness applied to the underside of the wood floor or roof sheathing must not exceed 9.1/2 inches. The foam plastic is not required to be coated. The ignition barrier required by IBC Section 2603.4.1.6 and IBC Sections R316.5.3 and R316.5.4 may be omitted. 4.42.3 Crawl Spaces: In crawl spaces, SWD QulkShlelds 1 106 may be applied to the underside of floors and to walls, as described in this section. The thickness applied to the underside of the floor must not exceed 14 inches and to vertical surfaces must not exceed 3 inches. The foam plastic does not require an ignition barrier or a coating. 4.4.2.4 Use on Attic Floors: SWD Qulk-Shields 1 106 insulation may be installed at a maximum thickness of 11-1/2 Inches between joists in attic floors without a L130 Derry Court • York, PA 17406 www.intertek.com/buildingl •I[NIet1YI�l rb„n4 PCA -001 coating and without an ignition barrier on the attic side of thickness of 4 inches. The material must be protected in the insulation. The insulation must be separated from the accordance with the ignition barrier requirements of either interior of the building by an approved thermal barrier. Section 4.4.1 or 4.4.2.2. SWD QuikShielde ( 112 insulation may be installed at a maximum thickness of 11-1/2 inches between joists in attic floors without a coating and without an Ignition barrier on the attic side of the insulation. The insulation must be separated from the interior of the building by an approved thermal barrier. 4.4.2.5 Unvented Attics: SWD has conducted end use configuration testing (per IBC Section 2603.9 (2603.101 and IRC Section R316.6) and analysis to qualify the use of SWD QuikShlelde 1 106 insulation without a prescriptive Ignition barrier or intumescent coating in unvented attics conforming with 2015 IBC Section 1203.3 or IRC Section R806.5 [2009 — R806A). (Note that unvented attics were not addressed in the 2012 and earlier versions of the IBC.) The testing and analysis Is described In Priest & Associates EEV 10124b, Revision 3, dated August 24, 2015. The conclusions of that evaluation (and associated Engineering Letters) are as follows: When Qulk-Shield* ( 106 Is applied in unvented attics conforming to IBC Section 1203.3 or IRC Section R806.5 [2009 — R806.41 the insulation may be applied to the underside of roof sheathing and to vertical surfaces to a minimum thickness of 4 Inches. When rafters, studs or trusses are covered, the insulation must be a minimum thickness of 1/2 inch. Maximum thickness on the underside of roof sheathing or on vertical wall surfaces is 18 inches. The Insulation may be left exposed to the attic without a prescriptive ignition barrier or an intumescent coating. The attic must have attic access complying with IRC Section R807, horizontally placed in the attic Floor and opening outward toward the living space. For items penetrating the roof deck or walls, such as skylight wells or vents, the annular space must be covered with a minimum of 4 Inches of QuikShielde 1 106 insulation. 4.5 QuikShielde ( 112 Insulation Used on Exterior Walls in Types 1, 11, 111 and IV Construction: 4.5.1 General: When used on exterior walls of Types I, II, III or IV construction, the assembly must comply with IBC Section 2603.5 and this section, and the QuikShielde ( 112 insulation must be Installed at a maximum thickness of 3.5 inches. Intertek Design Listing SWD/FIP 30_01 describes the assembly tested and certified by Intertek as complying with NFPA 285. The test wail assembly was extended to include the wall construction descdbed in Table 4 through a third -party engineering analysis. The potential heat of the foam plastic In any portion of the wall must not exceed 2105 Bt Winch of thickness. 4.6 Duct Insulation: SWD QuikShielde 1 106 and SWD QuikShlelde 1 112 insulations may be applied to residential ducts in compliance with IRC Section M1601.3 to a maximum 5.0 CONDITIONS OF USE The SWD QuikShielde ( 106 and SWD Quik -Shield" ( 112 spray -applied insulations described in this Research Report comply with, or are suitable alternatives to what is specified in, those Codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The installation must comply with this Research Report, the manufacturers published installation instructions and the applicable Code. In the event of a conflict between the manufacturers instructions and this report, this report governs. 5.2 The insulation must be separated from the Interior of the building by an approved 15 -minute thermal barrier, as described in Sections 4.3 and 4.4. 5.3 The insulation thickness must not exceed that noted in Sections 3.1, 3.2, 4.3,4A and 4.5. 5.4 The insulation must be protected from the weather during and after application as Specified in the manufacturer's instructions. 5.5 A vapor barrier must be installed when required by the applicable Code. 5.6 The insulation must be applied by contractors certified by SWD Urethane. 5.7 When SWD Quik -Shield® ( 106 insulation is installed under the conditions of Section 4.42.5 of this report, the following conditions apply: 5.7.1 Since the performance of SWD Quik -Shield® 106, when installed in unvented attics without a Code - prescribed ignition barier or an Intumescent coating, is .based on fire performance of an unvented attic, the installation must be approved by the Code official. The installation must conform with the provisions of Section 4.4.2.5 and Conditions a through c and Condition f of Section 4.4.2. A copy of the Priest & Associates Engineering Evaluation (referenced in Sections 6.4 through 6.9) must be provided to the Code official upon request. 5.7.2 Signage shall be permanently affixed in the attic and shall be visible from all points within the attic. The sign shall state "Caution, this is an unvented attic by design. No modification may be made to this unvented condition. The attic shall not be vented. Holes into the unvented attic shall be immediately repaired and sealed. Penetrations of the ceiling or wall membrane between the unvented attic and living space, other than the horizontal access hatch, must be protected in an approved manner. This unvented attic shall not be used for storage. See Intertek Code 130 Derry Court " York, PA 17406 www.intertek.com/building/ pcM 1 Code Compliance Research Report CCRR-1011 Compliance Research Report CCR -1011 on the Intertek and 29835 (QujkShieldel 112). Wehsite' 6.8 SWD QuikShieldo 1 112 may be used in or on exterior walls of buildings of Type I, II, III or IV construction, when the construction is as described in Section 4.5. 5.9 Use of the insulation in fire -resistance -rated construction is outside the scope of this report. 5.10 Use of the insulation in areas where the probability of termite infestation is "very heavy" must be in accordance with IBC Section 2603.8 [2012 - 2603.9, 2009 - 2603.8] or IRC Section R318.4, as applicable. 5.11 Jobsite certification and labeling of the Insulation must comply with IRC Section N1101.10 12012 - N1101.1, 2009 - N1101.41 and IECC Section C303.1 or R303.1 [2009 - 303.1], as applicable. 5.12 The insulation components are produced in Mesa, Arizona, under a quality control program with Inspections by Intertek Testing Services NA, Inc. (AA -647). 6.0 SUPPORTING EVIDENCE 6.1 Reports of tests in accordance with ASTM C411, ASTM C518, ASTM E84, ASTM E283, ASTM E96, ASTM E970, ASTM E2178, NFPA 286. NFPA 285 and NFPA 259. 6.2 Data in accordance with the ICC -ES Acceptance Criteria for Spray -applied Foam Plastic Insulation (AC377), dated June 2015, including reports of tests in accordance with Appendix X and Appendix E. 6.3 Priest & Associates Engineering Evaluation, Project 1028, dated January 22, 2014. 6.4 Priest & Associates Engineering Evaluation, Project 10200, dated January 6, 2014. 6.5 Priest & Associates Letter dated January 3, 2014, Application of SWD Urethane Quik-Shielde 1 106 In Unvented Attics. 6.6 Priest & Associates Engineering Evaluation 10124b, Revision 3, dated August 24, 2015. 6.7 Intertek Listing Reports 20660 (QulkShield" 1 106) 6.8 Priest and Associates Letter, dated October 28, 2013, Clarification of Truss/Rafter Foam Coverage for SWD Urethane Unvented Attic Approval. 6.9 Priest & Associates Letter, dated June 26, 2013, Justification for Allowance of 18 inch Thickness for Quik - Shield's 1 106 1/2 Ib. Foam in Unvented Attics. 7.0 IDENTIFICATION The A and B components of the insulation are identified with the manufacturers name (SWD Urethane), address and telephone number, the product trade name (SWD Qulk-Shield" 1 106 or SWD Qulk-Shield" 1 112); the product type (A or B component); the mixing instructions; the density; the flems- spread and smoke -developed Indices; the shelf life and date of manufacture; the Intertek Mark and the Code Compliance Research Report number (CCRR-1011). 8.0 OTHER CODES This section is not applicable. 9.0 CODECOMPLUWCE RESEARCH REPORT USE 9.1 The approval of building products is the responsibility of the Authority Having Jurisdiction. 9.2 Code Compliance Research Reports shall not be used in any manner that implies an endorsement of the product, material or system by Intertek. 9.3 The current status of any Code Compliance Research Report can be verified on the Intertek website. This Code Compliance Research Report ('Report) is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between Intertak and its Client Intertek's responsibility and liability are limited to the teens and conditions of the agreement Intertek assumes no liability to any party, other than to the Client in accordance with the agreement for any loss, expense or damage occasioned by the use of this Report. Only the Client is authorized to permit copying or distribution of this Report and then only In Its entirety, and the Client shall not use the Report In a misleading manner. Client further agrees and understands that reliance upon the Report is limited to the representations made therein. The Report Is not an endorsement or recommendation for use of the subject and/or product described herein. This Report is not the Intertek Listing Report covering the subject product and utilized for Intertek Certification and this Report does not represent authorization for the use of any Intertek certification marks. Any use of the Intertek name or one of Its marks for the sale or advertisement of the tested material. product or service must first be approved in writing by Intertek. A 111`77C-11 130 Derry Court < York, PA 17406 www.intertek.com/bulldino/ acaioi Code Compliance Research Report CCRR-1011 TABLE 1- PROPERTIES EVALUATED PROPERTY IBC SECTION IRC SECTION IECC SECTION Physical properties Not uir_ed Notrequired Notrequired Surface-buming 2603.3 R316.3 Not applicable characteristics 13 4 14 Thermal barrier / Ignition 2603A R316.4 Not applicable barrier 22 7.5- -- 27 Air permeability 1203.3 [1301) R806.5 C402.4 10 36 2009 - R806,41 R402.4 Vapor perneance, 202, 1405.3.1 202, R702.7.1 Not applicable R601.3 C303.1.1 N1101.10, C303.1.4 Thermal resistance 1301 N1102 R303.1.1 [N1101.12, N1101.11 R303.1.4 303.1.1 and 3.3.1.2 Exterior walls of Types 2603.5 Not applicable Not applicable I - IV construction Section numbers In parentheses refer to the 2012 and 2009 codes, if different. TABLE 2 - SWD Quik- Shield" I 106THERMAL RESISTANCE (R Values)''='' THICKNESSES inches -- R -VALUE 'F. .hBtu 1 _ _ 4 1.5 5.7 2 _ 7.5 2.5 9.2 3 11 _ 3.5 _ 13 4 14 5 18 .. ... 5.5 20 6 22 7.5- -- 27 8 29 9.5 34 10 36 11.25 41 ' R -values are calculated based on tested K -values at 1 Inch and 3.5 inch thicknesses. 'R -values less than 10 are rounded to the nearest 1/10": greater than 10 are rounded to the nearest whole number. 'To determine R -values for thicknesses not listed: between 1 inch and 3.5 Inch can be determined through linear interpolation or greater than 3.5 inches can be calculated based on R = 3.7/inch L130 Derry Court • York, PA 17406 www.intertek.com/buildina/ ✓.nnenu.., a+veo Page 6 of 7 PCA -101 RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method - Compliance requires certification by the air handler unit manufacturer that the air handier enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402A.1.2. 11/11/2016 10:01 AM EnergyGaugeOO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 gu L°/ti Project Name: R0816341b Builder Name: Miller Construction C Street: 214 S. Elm Permit Office: City of Sanford SANFORD City, Slate, Zip: Sanford , FL , 32746 Permit Number: # 1 6 - 2 4 5 8 Owner. Abott Residence Jurisdiction: 691500 �pgRTTAE�4 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types (1600.0 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Frame -Wood, Exterior R=13.0 1600.00 112 b. N/A R= ft' 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 10. Ceiling Types (1414.0 soft.) Insulation Area 5. Is this a worst case? No a. Roof Deck (Unvented) R=20.0 1414.00 R2 6. Conditioned floor area above grade (ft2) 1414 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(230.9 sgft.) Description Area a. Sup: Great Rm, Ret: Great Rm, AH: Attic 6 225 a. U -Factor: Dbl, U=0.65 230.90 ft2 SHGC: SHGC=0.35 b. U -Factor: NIA ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 23.2 SEER:14.00 c. U -Factor: N/A ft2 SHGC: 13. Heating systems kBtulhr Efficiency d. U -Factor: NIA ft2 a. Electric Heat Pump 25.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 4.089 ft. Area Weighted Average SHGC: 0.350 14. Hot water systems 6. Floor a. Natural Gas Tankless Cap: 1 gallons Types (1414.0 soft.)Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1414.00 ft b. Conservation features EF: 0.650 b. N/A R= ft2 None c. N/A R= ft2 15. Credits None Glass/Floor Area: 0.163 Total Proposed Modified Loads: 40.21 I !1 PASS ^ SS Total Baseline Loads: 45.59 1 hereby certify that the plans and specifications covered by Review of the plans andOFTIRE S1q?� this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: Before construction is completed r DATE: 11-11-16 this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. COD WE �v OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: /-(� - Compliance requires certification by the air handler unit manufacturer that the air handier enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402A.1.2. 11/11/2016 10:01 AM EnergyGaugeOO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: R0816341 b Bedrooms: 2 Address Type: Street Address Building Type: User Conditioned Area: 1414 Lot # Owner: Abott Residence Total Stories: 1 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Miller Construction Rotate Angle: 0 Street: 214 S. Elm Permit Office: City of Sanford Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL, 32746 New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp v Design Location TMY Site Zone 97.5 % 2.5% Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO INTL AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Entire House 1414 14140 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Master Bath 91 910 No 0 1 Yes Yes Yes 2 Master Suite 194 1940 No 2 1 1 Yes Yes Yes 3 Mwic 58 580 No 0 1 Yes Yes Yes 4 Bath 55 548 No 0 1 Yes Yes Yes 5 Bedroom 170 1700 No 1 1 1 Yes Yes Yes 6 Utility 152 1520 No 0 1 Yes Yes Yes 7 Dining Rm 187 1867 No 0 1 Yes Yes Yes 8 Kitchen 149 1490 Yes 0 1 No Yes Yes 9 Great Rm 358 3580 No 0 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Master Bath 20 ft 0 91 ft2 0 0 1 2 Slab -On -Grade Edge Insulatio Master Suite 13.7 ft 0 194 ft2 0 0 1 3 Slab -On -Grade Edge Insulatio Mwic E ft 0 58 ft2 ---- 0 0 1 4 Slab -On -Grade Edge Insulatio Bath 5.7 ft 0 55 ft2 ---- 0 0 1 5 Slab -On -Grade Edge Insulatio Bedroom 26.7 ft 0 170 ft2 0 0 1 6 Slab -On -Grade Edge Insulatio Utility 25.5 ft 0 152 ft2 0 0 1 7 Slab -On -Grade Edge Insulatio Dining Rm 26 ft 0 187 ft2 ____ 0 0 1 11/11/2016 10:01 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 cr%MRA MAAC rfn4 A 11/11/2016 10:01 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FLOORS # Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 8 Slab -On -Grade Edge Insulatio Kitchen 1 ft 0 149 ft2 0 0 1 9 Slab -On -Grade Edge Insulatio Great Rm 36.5 ft 0 358 ft2 ____ 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch J # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or Shed Composition shingles 1581 ft2 354 ft2 Medium 0.65 No 0.9 No 20 26.6 ATTIC IRCC V # Type Ventilation Vent Ratio (1 in) Area RBS 1 Full attic Unvented 0 1414 ft2 N N CEILING # Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Unvented) Master Bath 20 Blown 91 ft2 0.1 Wood 2 Under Attic (Unvented) Master Suite 20 Blown 194 ft2 0.1 Wood 3 Under Attic (Unvented) Mwic 20 Blown 58 ft2 0.1 Wood 4 Under Attic (Unvented) Bath 20 Blown 55 ft2 0.1 Wood 5 Under Attic (Unvented) Bedroom 20 Blown 170 ft2 0.1 Wood 6 Under Attic (Unvented) Utility 20 Blown 152 ft2 0.1 Wood 7 Under Attic (Unvented) Dining Rm 20 Blown 187 ft2 0.1 Wood 8 Under Attic (Unvented) Kitchen 20 Blown 149 ft2 0.1 Wood 9 Under Attic (Unvented) Great Rm 20 Blown 358 ft2 0.1 Wood WALLS Omt Adjacent 10 Wall Tvve Space Cavity Width Height Sheathing Framing Solar Below 1 N Exterior Frame -Wood Master Bath 13 7 0 10 0 70.0 ft2 0 0.25 0.3 0 2 W Exterior Frame - Wood Master Bath 13 13 0 10 0 130.0 ft2 0 0.25 0.3 0 3 N Exterior Frame - Wood Master Suite 13 13 8 10 0 136.7 ft2 0 0.25 0.3 0 4 N Exterior Frame - Wood Mwic 13 6 0 10 0 60.0 ft2 0 0.25 0.3 0 5 N Exterior Frame - Wood Bath 13 5 8 10 0 56.7 ft2 0 0.25 0.3 0 6 N Exterior Frame - Wood Bedroom 13 13 8 10 0 136.7 ft2 0 0.25 0.3 0 7 E Exterior Frame - Wood Bedroom 13 13 0 10 0 130.0 ft2 0 0.25 0.3 0 8 S Exterior Frame - Wood Utility 13 9 6 10 0 95.0 ft2 0 0.25 0.3 0 9 W Exterior Frame - Wood Utility 13 16 0 10 0 160.0 ft2 0 0.25 0.3 0 10 E Exterior Frame - Wood Dining Rm 13 5 0 10 0 50.0 ft2 0 0.25 0.3 0 11 S Exterior Frame - Wood Dining Rm 13 16 0 10 0 160.0 ft2 0 0.25 0.3 0 12 W Exterior Frame - Wood Dining Rm 13 5 0 10 0 50.0 ft2 0 0.25 0.3 0 13 E Exterior Frame - Wood Great Rm 13 16 0 10 0 160.0 ft2 0 0.25 0.3 0 14 S Exterior Frame - Wood Great Rm 13 20 6 10 0 205.0 ft2 0 0.25 0.3 0 11/11/2016 10:01 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 r-nQen adnr._in1A DOORS # Omt Door Type Space Storms U -Value 1 W Insulated Utility None .35 2 E Insulated Great Rm None .35 WINDOWS Orientation shown is the entered, Proposed orientation. INFILTRATION # Scope Method SLA CFM 50 ELA EgLA 1 Wholehouse Proposed ACH(50) .000318 1177.9 64.67 121.61 HEATING SYSTEM Width Height Area Ft In Ft In 3 8 24 ft2 3 8 24 ft2 System Type Wall Overhang Block Ducts Depth Separation Int Shade V # Omt ID Frame Panes NFRC U -Factor SHGC Area 1 W 2 Metal Low -E Double Yes 0.65 0.35 8.0 ft2 2 N 3 Metal Low -E Double Yes 0.65 0.35 38.7 ft2 3 N 5 Metal Low -E Double Yes 0.65 0.35 8.0 ft2 4 E 7 Metal Low -E Double Yes 0.65 0.35 18.0 ft2 5 S 8 Metal Low -E Double Yes 0.65 0.35 17.2 ft2 6 S 11 Metal Low -E Double Yes 0.65 0.35 54.0 ft2 7 E 13 Metal Low -E Double Yes 0.65 0.35 15.0 ft2 8 E 13 Metal Low -E Double Yes 0.65 0.35 36.0 ft2 9 S 14 Metal Low -E Double Yes 0.65 0.35 36.0 ft2 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA 1 Wholehouse Proposed ACH(50) .000318 1177.9 64.67 121.61 HEATING SYSTEM Width Height Area Ft In Ft In 3 8 24 ft2 3 8 24 ft2 ACH ACH 50 .2318 5 # System Type Subtype Overhang Block Ducts Depth Separation Int Shade Screening 2 ft 0 in 6 ft 0 in Drapes/blinds Exterior 5 2 ft 6 in 2 ft 0 in Drapes/blinds Exterior 5 2 ft 6 in 2 ft 0 in Drapes/blinds Exterior 5 2 ft 0 in 5 ft 6 in Drapes/blinds Exterior 5 2 ft 0 in 2 ft 0 in Drapes/blinds Exterior 5 2 ft 0 in 2 ft 0 in Drapes/blinds Exterior 5 11 ft 0 in 2 ft 4 in Drapestblinds Exterior 5 11 ft 0 in 2 ft 4 in Drapes/blinds Exterior 5 2 ft 0 in 2 ft 0 in Drapes/blinds Exterior 5 ACH ACH 50 .2318 5 # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.2 25 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 14 23.2 kBtu/hr 773 dm 0.72 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Natural Gas Tankless Exterior 0.65 1 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ft2 11/11/2016 10:01 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 C^InAA MAAG AA4 A 1 VI \■s■ ■ \TV V-i.V ■-s DUCTS ---- Supply — — Return -- Air CFM 25 CFM25 HVAC # v # Location R -Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Great Rm 6 225 ft2 Great Rm 150 ft2 Default Leakage Attic (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: N Ceiling Fans: CoolingJan HeatinX Jan Feb X Feb Mar Xj MarApr A r Ma May X] Jun X Jul ]Jun 4 Jul X Au 4 Aug Sep ri Se [ j [ j Oct Oct [ Nov [Xi Nov Dec Dec Ventin Jan [ Feb X Mar A r [ Ma ] Jun [ Jul [ Au Se [X] Oct [X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 80 80 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 80 80 78 78 78 78 78 78 78 78 Heating (WD) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating (WEH) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68. 68 68 68 68 68 68 68 11/11/2016 10:01 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 88 The lower the EnergyPerformance Index, the more efficient the home. 214 S. Elm, Sanford, FL, 32746 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 (ft2) 7. Windows" Description a. U -Factor: Dbl, U=0.65 SHGC: SHGC=0.35 b. U -Factor: NIA SHGC: c. U -Factor: WA SHGC: d. U -Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=13.0 1600.00 ft2 b. NIA R= ft2 1 c. NIA R= ft2 2 d. NIA R= ft2 10. Ceiling Types Insulation Area No a. Roof Deck (Unvented) R=20.0 1414.00 ft2 1414 b. NIA R= ft2 c. NIA R= ft2 Area 230.90 ft2 11. Ducts R ft2 a. Sup: Great Rm, Ret: Great Rm, AH: Attic 6 225 ft2 12. Cooling systems kBtu/hr Efficiency ft2 a. Central Unit 23.2 SEER:14.00 ft2 4.089 ft. 0.350 Insulation Area R=0.0 1414.00 ft2 R= ft2 R= ft2 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Natural Gas b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: kBtu/hr Efficiency 25.0 HSPF:8.20 Cap: 1 gallons EF: 0.65 None 04KHE srgr� Q f CaD WE *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 11/11/2016 10:01 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 Manual S Compliance Report Job: 00816341 +wrightsoft' p � Date: OB-29-161Rev 11-11-16 Entire House By: JND Greendog Energy Solutions 1674 County Rd 308, Crescent City, FL 32112 Phone: 386-530-1847 Project Information For: Abott Residence 214 S. Elm, Sanford, FL 32746 Design Conditions Outdoor design DB: 93.0'F Sensible gain: 16692 Btuh Outdoor design WB: 76.0'F Latent gain: 3490 Btuh Indoor design DB: 75.0°F Total gain: 20183 Btuh Indoor RH: 50% Estimated airflow: 773 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Broan or Eqv Actual airflow: 773 cfm Sensible capacity: 16704 Btuh Latent capacity: 6496 Btuh Total capacity: 23200 Btuh Design Conditions Outdoor design DB: 42.0°F Indoor design DB: 70.0°F Model: FT4BE-024K+B6BM-X24K-A 100% of load 186% of load 115% of load SHR: 72% Heat loss: 18785 Btuh Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Broan or Eqv Model: FT4BE-024K+B6BM-X24K-A Actual airflow: 0 cfm Output capacity: 25000 Btuh 133% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 0 cfm Output capacity: 8.0 kW 145% of load Temp. rise: 32 OF Meets are all requirements of ACCA Manual S. Entering coil DB: 77.1°F Entering coil WB: 63.6°F Entering coil DB: 70.0°F Capacity balance: 33 OF Economic balance: -99 OF 2016 -Nov -11 10:04:18 wrightsoft Right -Suite® Universal 2017 17.0.10 RSU07440 Page 1 ACCA C:\HVAC\aWorlc File\R8816341 - A olt\R88163411h.rop Calc = MJB Building Front (aces: E +I+ wrightsoft Project Summary Entre House Greendog Energy Solutions 1674 County Rd 308, Crescent City, FL 32112 Phone: 386-530-1847 Project• • For: Abott Residence 214 S. Elm, Sanford, FL 32746 Job: R0816341 Date: 08-29-16/Rev 11-11-16 By: JND Notes: Load Calculation was obtained from an electronic copy of drawing. Weather: Orlando, FL, US Winter Design Conditions Outside db Inside db Design TD Heating Summary Summer Design Conditions 42 'F Outside db 70 °F Inside db 28 °F Design TO Daily range Relative humidity Moisture difference Structure 15836 Btuh Ducts 1633 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 17469 Btuh Infiltration 38 Method Simplified Construction quality Semi -tight Fireplaces 0 icy Heating Cooling Area (ft') 1414 1414 Volume (ft') 14140 14140 Air changes/hour 0.31 0.16 Equiv. AVF (cfm) 73 38 Heating Equipment Summary 0 Make Broan or Eqv 3ressure 0.50 Trade Split HP Btuh 6496 Model FT4BE-024K Total cooling 23200 AHRI ref 5087847 Actual air flow 773 icy 8.2 HSPF 3 input Ducts 2221 3 output 25000 Btuh @ 47°F rature rise 0 OF air flow 0 cfm u factor 0 cfm/Btuh 3ressure 0.50 in H2O Capacity balance point = 33 OF Backup: Aux Heat Input = 8 kW, Output = 27297 Btuh, 100 AFUE 93 OF 75 OF 18 OF M 50 % 44 gr/Ib Sensible Cooling Equipment Load Sizing Structure 13431 Btuh Ducts 2221 Btuh Central vent (0 cfm) 0 Btuh Blower 1041 Btuh Use manufacturer's data y Btuh Rate/swing multiplier 1.00 ton Equipment sensible load 16692 Btuh Latent Cooling Equipment Load Sizing Structure 2415 Btuh Ducts 1075 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 3490 Btuh Equipment total load 20183 Btuh Req. total capacity at 0.72 SHR 1.9 ton Cooling Equipment Summary Make Broan or Eqv Trade Split HP Cord FT4BE-024K Coil B6BM-X24K-A AHRI ref 5087847 Efficiency 12.2 EER, 14 SEER Sensible cooling 16704 Btuh Latent cooling 6496 Btuh Total cooling 23200 Btuh Actual air flow 773 cfm Air flow factor 0.049 cfm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0.83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft- 2016 -Nov -11 10:04:18 9 Right-Sulte® Universal 2017 17.0.10 RSU07440 Page 1 +P. C:IHVAC1aWOrk FilekR0816341 - Abott\R0816341b.rup Calc = MJB Building Front faces: E + wrightsoft- Right-M Worksheet Entire House Greendog Energy Solutions 1674 County Rd 308. Crescent City, FL 32112 Phone: 386-530-1847 Job: R0816341 Date: 08-29-16/Rev 11-11-16 By: JND 1 2 3 4 5 Room name Exposed wail a Ron height Roan dimensions Room area Entire House 10.0 ft 160.0 ft d 1414.0 W Master Bath 10.0 ft 20.0ft heat/cool T.0 x 13.0 ft 91.0 ft2 Ty Construction number U -value (BtutVft2-°F) Or HTM (Btuh/ft� Area (ft5 or perimeter (ft) Load (Btuh) Area (ftp} or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 V)! I�-GG 12C-Osw 4A5-2om 4A5-2an 0.091 0.650 0.650 n n n 2.55 18.20 18.20 2.38 15.53 15.53 460 8 39 413 0 0 1053 146 704 985 124 601 70 0 0 70 0 0 178 0 0 167 0 0 11 12C-Osw 4A5.2om 0.091 0.650 a a 2.55 18.20 2.38 15.53 340 15 247 15 629 273 589 233 0 0 0 0 0 0 0 0 4A5-2om 0.650 a 18.20 36.91 18 0 328 664 0 0 0 0 4A5-2om 11 NO 0.650 0.350 a a 18.20 9.80 15.53 10.92 36 2424 36 655 235 559 262 0 0 0 0 0 0 0 0 V� 12C4)sw 4A5-2om 0.091 0.650 s s 2.55 18.20 2.38 15.53 460 17 353 17 899 313 841 267 0 0 0 0 0 0 0 0 L -G 4A5-2om 0.650 s 18.20 15.53 90 % 90 1638 1398 0 0 0 0 VJJ 12C-Osw 0.091 w 2.55 2.38 340 308 785 734 130 122 311 291 4A5-2om 0.650 w 18.20 36.91 8 0 146 295 8 0 146 295 L�_Gp C 11 NO Attic ceiring, aspha 0.350 0.050 w - 9.80 0.80 10.92 0.69 24 1414 24 1 1414 235 1124 262 980 0 91 0 91 0 72 0 63 F 22A-cp1 0.989 - 27.69 0.00 1414 160 l �I l �I �I I• �I �i 4431 0 91 20 554 0 6 c) AED excursion 0 124 Envelope loss/gain 13594 8797 1261 940 12 a) 1 nfiltration 2242 744 280 93 b) Room ventilation 0 0 0 0 13 1ntemal gains: Occupants cQ 230 3 690 0 0 Appliances/other 3200 0 Subtotal pines 6 to 13) 15836 13431 1541 1033 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 15836 13431 1541 1033 151 Duct loads 109/0 171/6 1633 2221 10% 17% 159 171 Total room load 17469 15651 1 1700 1204 Air required (cfm) 0 773 0 59 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -01j- wrilghtsoft- 2016 -Nov -11 10:04:18 Right-SuiteG Universal 2017 17.0.10 RSU07440 Page 1 '` C:IHVAC1aWork File1R0816341 - Abott1R0816341b.rup Calc = MJ8 Building Front faces: E + wrightsoft• Right -M Worksheet Entire House Greendog Energy Solutions 1674 County Rd 308, Crescent City. FL 32112 Phone: 386-530-1847 Job: R0816341 Date: 08-29-161Rev 11-11-16 By: JND 1 Room name Master Suite Mwic 2 3 Exposed wail Room height 10.0 ft 13.7 ft heat/cool 6.0 ft 10.0 ft heat/cool 4 5 Room dimensions Room area 1.0 x 193.8 ft 193.8 ftz 6.0 x 9.7 ft 58.0 ft' Ty Construction number U -value (BtutVft=--F) Or HTM (Btuh/ft� Area (ft5 or perimeter (ft) Load (Btuh) Area (ftj or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cool 612C.-Osw 4A5-2om 4A5-2om 0.091 0.650 0.650 n n n 255 18.20 18.20 238 15.53 15.53 137 0 39 98 0 0 250 0 704 234 0 601 60 0 0 60 0 0 153 0 0 143 0 0 -G �- -G 12C-Osw 0.091 a 2.55 2.38 0 0 0 0 0 0 0 0 11 4A5.2om 0.650 a 18.20 15.53 0 0 0 0 0 0 0 0 4A5.2om 0.650 a 18.20 36.91 0 0 0 0 0 0 0 0 4A5-2om 0.650 a 18.20 15.53 0 0 0 0 0 0 0 0 11NO 0.350 a 9.80 10.92 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 255 238� T=2 4A5-2om 0.650 s 18.20 15.53 0 0 0 0 0 0 0 0 4A5-2om 0.650 s 18.20 15.53 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 2.55 2.38 0 0 0 0 0 0 0 0 T=:z 4A5-2om 0.650 w 18.20 36.91 0 0 0 0 0 0 0 0 11NO 0.350 w 9.80 10.92 0 0 0 0 0 0 0 0 C Attic ceiling, aspha 0.050 - 0.80 0.69 194 194 154 134 58 58 46 40 F 22A-cpl 0.989 - 27.69 0.00 194 ; 14 i �I Ir �I �i �I 378 0 58 6 166 0 6 c) AED excursion -37 -5 Envelope loss/gain 1486 932 365 178 12 a) Infiltration 191 64 84 28 b) Room ventilation 0 0 1 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1678 1456 449 206 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1678 1456 449 206 151 Duct loads 10-/0 17%1 173 241 10% 1 17% 46 34 Total room load 1851 1696 496 240 Air required (cfrn) 0 84 0 12 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .` � wrightsoft' 2016 -Nov -11 10:04:18 �� Right -Suited Universal 2017 17.0.10 RSU07440 Page 2 C:IHVAC%aWork File1R0816341 - Aboti\R0816341b.rup Calc = MJ8 Building Front faces: E + wrightsoft - Right-JO Worksheet Entire Nouse G reendog Energy Solutions 1674 County Rd 308, Crescent City, FL 32112 Phone: 386-530-1847 Job: R0816341 Date: 08.29-161Rev 11-11-16 By: JND 1 2 3 Room name Exposed wall Room height Bath 10.0 ft 5.7 ft heat/cool Bedroom 10.0 ft 26.7 ft heat/cool 4 5 Room dimensions Room area 5.7 x 9.7 ft 54.8 ft2 1.0 x 169.9 ft 169.9 ft2 Ty Construction number U -value (Btuh/ft;--F) Or HTM (Btuhlft5 Area (ft5 or perimeter (ft) Load (Btuh) Area (ftp or perimeter (ft) Load (Btuh) Heat Cod Gross NIP/S Heat Cod Gross N/P/S Heat Cod 612C-Osw {-G �L' 4A5.2om 4A5 -tom 0.091 0.650 0.650 n n n 255 18.20 18.20 2.38 15.53 15.53 57 8 0 49 0 0 124 146 0 116 124 0 137 0 0 137 0 0 348 0 0 328 0 0 11 12C-Osw 4A5-2om 0.091 0.650 a a 255 18.20 238 15.53 0 0 0 0 0 0 0 0 130 0 112 0 285 0 267 0 4A5-2om 4A5.2om 11 NO 0.650 0.650 0.350 a a a 18.20 18.20 9.80 36.91 15.53 10.92 0 0 0 0 0 0 0 0 0 0 0 0 18 0 0 0 0 0 328 0 0 664 0 0 VJV 12C-Osw 4A5-2om 0.091 0.650 s s 255 18.20 238 15.53 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2om 0.650 s 18.20 15.53 0 0 0 0 0 0 0 0 VPJ 12C-Osw 0.091 w 2.55 2.38 0 0 0 0 0 0 0 0 4A5.2om 0.650 w 18.20 36.91 0 0 0 0 0 0 0 0 11NO 0.350 w 9.80 10.92 0 0 0 0 0 0 0 0 C Attic ceiling, aspha 0.050 - 0.80 0.69 55 I 55 44 38 170 170 135 118 F 22A-0 0.989 - 27.69 0.00 55 I 6 I! 1 l I+ I' II I' i IIS li l I� I' I' I 157 0 170 27 738 0 6 c) AED excursion -8 144 Envelope loss/gain 470 271 1835 1519 12 a) Infiltration 79 26 374 124 b) Room ventilation 10 0 1 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 0 Subtotal pines 6 to 13) 549 297 2208 1873 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 549 297 2208 1873 15 Duct loads 10% 179/6 571 491 109/0 170/a 228 310 Total room load I 1 606 346 2436 2183 Air required (cfm) 0 17 0 108 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrightscWt- 2016 -Nov -11 10:04:18 Right -Suite® Universal 2017 17.0.10 RSU07440 Page 3 CAHVAC1aWork File1RO816341 - Abott%R0816341b.rup Calc = WS Building Front faces: E + wrightsoft' Right -M Worksheet Entire Nouse G reendog Energy Solutions 1674 County Rd 308, Crescent City, FL 32112 Phone: 386-530-1847 Job: R0816341 Date: 08-29-16/Rev 11-11-16 By: JND 1 Room name Utility Dining Rm 2 Exposed wall 25.5 ft 26.0 ft 3 Room height 10.0 ft heat/cool 10.0 ft heat/cool 4 Room dimensions 9.5 x 16.0 ft 16.0 x 11.7 ft 5 Room area 1520 ft2 186.7 ft' Ty Construction U -value Or HTM Area (ftp Load Area (ftp Load number (Btuh/ftk-F) (Btuh/ftj or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cod Gross I N/P/S Heat Cod Gross N/P/S Heat Cod 6 W 12C-Osw 0.091 n 255 238 0 0 0 0 0 0 0 0 4A5-2om 0.650 n 18.20 15.53 0 0 0 0 0 0 0 0 L��G 4A5-2om 0.650 n 18.20 15.53 0 0 0 0 0 0 0 0 12C-Osw 0.091 a 255 2.38 0 0 0 0 50 50 127 119 11 4A5-2om 0.650 a 18.20 15.53 0 0 0 0 0 0 0 0 4A5-2om 0.650 a 18.20 36.91 0 0 0 0 0 0 0 0 4A5-2om 0.650 a 18.20 15.53 0 0 0 0 0 0 0 0 11 NO 0.350 a 9.80 10.92 0 0 0 0 0 0 0 0 1�U 12C-Osw 0.091 s 2.55 2.38 95 78 198 185 160 106 270 253 �-G 4A5-2om 0.650 s 18.20 15.53 17 17 313 267 0 0 0 0 l -G 4A5-2om 0.650 s 18.20 15.53 0 0 0 0 54 54 983 839 12C-Osw 0.091 w 255 2.38 160 136 347 324 50 50 127 119 4A5-2om 0.650 w 18.20 36.91 0 0 0 0 0 0 0 0 11NO 0.350 w 9.80 10.92 24 24 235 262 0 0 0 0 C Attic ceiling, aspha 0.050 - 0.80 0.69 152 152 121 105 187 187 148 129 F 22A-cpl 0.989 - 27.69 0.00 152 26 I (i { Ir { I! {! 706 0 187 26 720 0 6 c) AED excursion -44 -39 Envelope loss/gain 1920 1101 2376 1420 12 a) Infiltration 357 119 364 121 b) Room ventilation 0 0 1 0 0 13 1rdemal gains: Occupants @ 230 0 0 0 0 Appliances/other 500 0 Subtotal (Eines 6 to 13) 2277 1719 2740 1541 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2277 1719 2740 1541 151 Duct bads 10% 17% 235 284 1O°k 17% 283 255 Total room load 2512 2003 3023 1796 Air required (dm) 0 99 0 89 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A&5, � � wrightsoft- 2016 -Nov -11 10:04:18 Right -Suite® Universal 2017 17.0.10 RSU07440 Page 4 C:IHVAC1aWork File1R0816341 - Abott%RO816341b.rup Calc = MJ8 Building Front faces: E -�- wrightsoft- Right -M Worksheet Job: R0816341 Entire House Date: 08-29-16/Rev 11-11-16 By: JND Greendog Energy Solutions 1674 County Rd 308, Crescent City, FL 32112 Phone: 386-530-1847 1 Room name Kitchen Great Rm 2 Exposed wall 0 ft 36.5 ft 3 Room height 10.0 ft heat/cool 10.0 ft heat/cool 4 Room dimensions 16.0 x 9.3 ft 1.0 x 358.6 ft 5 Room area 149.3 ftz 358.6 ft2 Ty Construction U -value Or HTM Area (ftj Load Area (ftp Load number (Btuh/ftl--F) (Btuh/ftj or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6% 12C-Osw 0.091 n 255 238 0 0 0 0 0 0 0 0 {L-�C 4A5-2om 0.650 n 18.20 15.53 0 0 0 0 0 0 0 0 4A5-2om 0.650 n 18.20 15.53 0 0 0 0 0 0 0 0 12C-0sw 0.091 a 255 2.38 0 0 0 0 160 85 217 203 11 4A5.2om 0.650 a 18.20 15.53 0 0 0 0 15 15 273 233 4A5.2om 0.650 a 18.20 36.91 0 0 0 0 0 0 0 0 4A5-2om 0.650 a 18.20 15.53 0 0 0 0 36 36 655 559 11NO 0.350 a 9.80 10.92 0 0 0 0 24 24 235 262 12C-0sw 0.091 s 255 238 0 I 0 0 0 205 169 431 403 tf� 4A5 -tom 0.650 s 18.20 15.53 0 0 0 0 0 0 0 0 4A5 -tom 0.650 s 18.20 15.53 0 0 0 0 36 36 655 559 12C-0sw 0.091 w 2.55 2.38 0 0 0 0 0 0 0 0 t 4A5.2om 0.650 w 18.20 36.91 0 0 0 0 0 0 0 0 _Gp 11 NO 0.350 w 9.80 10.92 0 0 0 0 0 0 0 0 C Attic ceiling, aspha 0.050 - 0.80 0.69 149 I ' 149 119 104 359 359 285 249 F 22A-cpl 0.989 - 27.69 0.00 149 ( 0 it l I! I �1 f� I� I1 fi II I. II 1 0 0 359 37 1011 0 6 c) AED excursion -47 -88 Envelope loss/gain 119 56 3762 2380 12 a) Infiltration 0 0 511 170 b) Room ventilation 0 01 0 0 13 Internal gains: Occupants a@ 230 0 0 0 0 Applianoes/other 1800 900 Subtotal (fines 6 to 13) 119 1856 4273 3449 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 119 1856 4273 3449 151 Duct loads 100/0 17% 12 307 100/0 17 -Al 441 570 Total roomload 131 2163 4714 4020 Air required (cfm) 0 107 0 199 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4, wrtghtsoTt- 2016 -Nov -11 10:04:18 Right -Suite® Universal 2017 17.0.10 RSU07440 Page 5 ` C:IHVAC1aWork File1R0816341 - Abott1R0816341b.rup Calc = M.18 Building Front faces: E J HVAC Layout MSIR BDRM }J2 BDRM r wff J 8x4 i BATH #2 /� 0 MSTR 10 Cfm Q BATH 4 " 0 12x8 ° 1 104 cfm X67 „ 5 cfm 10x6 10 x 10 16 cfm ' 86 cfm 141 Cf 4" 0x10 j 6 ° 10 10�� 01. I 0 6 r---_ — —_— -- ENTRY ^- cfm1 O KITCHEN - 16 i1 d n t✓I A _.—k-cl 2 ^ __ r y „ L -_ o -G I $------ A' handler is 10x 10 10 x 10 be ted in the attic. 7 ,f 102 cfm 102 cfm 7„ 7„ I unury 86 cfm L 611 r_ GREAT RM 20x14 632 cfm ew 14 „ DINING ROOM Job P. Roa16741 Greendog Energy Solutions Scale: 1:51 fn Performed by JND for: R.a• I 1 D A6dl Raidance 2145. Eh 16]4C my Rd JCB RIpDWb*UnmmWM1] J1a F G C1p CAy. FLJ2112 1]DD>RSUD]4D .ZI -n r Satluld, FL 32]46 RR0n6-D6b IB47 3018-hp30 DB]6<e O Q JeW n9t6]4f-NwfA 0616J4t.,up l' RECORD COPY City of Sanford Building and Fire Prevention Product Approval #16-2458 Permit # Project Location Specification �JX\IDING SANF�RD w� °ePAR Form As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category/Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging PGT FD -5555 FL# 253.6 Sliding Sectional Wayne Dalton Garage Door Miami -Dade 14-0204.09 Roll U Automatic Other 2. Windows Single Hung PI Gem 1500 FL# 16103.2 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # cluding decimal 3. Panel Walls Siding James Hardie Artisan Cementous FL# 10477.1 Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Tamko As hault FL# 18355.1 Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives/ Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors 1 Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name (Please Print) June 2014 Page 1 of 3 K SCIS home Log in User Registration Hot Topics Submit Surcharge stab & Fad, Pimicabons I FBC Staff 1 Eli Site Map Links I seaah dbpr. Product Approval L USER: public User PrQi Approval Menu > Procuct or Application Search > Aoalleation List > Application Detall FL # FL253-R37 Application Type Revision Code Version 2014 Application Status Approved `Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived -- Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941) 486-0100 Ext 22318 dmark@pgtindustries.com Authorized Signature lens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 jrosowskl@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 08/08/2016 Date Validated 08/12/2016 Date Pending FEC Approval 11/3/2016 Page 3 of 3 contact us :: Z6al elalr Stone 0.oaJ. TallaM1assee FL 32399 Phone: 850-487-1824 The State of Florida is an ANEEO employer. Coo.Hot' 2007-2013 State of FloHda.:: privacy Statement :: Accesslbllity Statement :: Refund Statement Under Fluids law, email addresses are pudic moods. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail M this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 858.487.1395. *Pursuant to Section 455.275(1), Florida Statures, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The smalls provided may be used for official communication with the licensee. However email addresses are public *sound. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are A licensee under Chapter 455, F.S., please click hem -. Product �A�p�sprsroval Accepts: IY�I-wr M Credit Card Safe 11/3/2016 Evaluation Reports Created by Independent Third Party: 253.7 SE -3550 (Impact) Outswing Aluminum Storefront Door with or without Transom Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL253 R17 C CAC 16-0421 10 Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 01/17/2018 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL253 R17 li 16-0421.10.odf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: contact us :: Z6al elalr Stone 0.oaJ. TallaM1assee FL 32399 Phone: 850-487-1824 The State of Florida is an ANEEO employer. Coo.Hot' 2007-2013 State of FloHda.:: privacy Statement :: Accesslbllity Statement :: Refund Statement Under Fluids law, email addresses are pudic moods. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail M this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 858.487.1395. *Pursuant to Section 455.275(1), Florida Statures, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The smalls provided may be used for official communication with the licensee. However email addresses are public *sound. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are A licensee under Chapter 455, F.S., please click hem -. Product �A�p�sprsroval Accepts: IY�I-wr M Credit Card Safe 11/3/2016 MIMIE• DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 PGT Industries, Inc. 1070 Technology Drive North Venice, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/ or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD -5555" Outswing PVC French Door w/ & w/o Sidelite and Transom — L.M.I. APPROVAL DOCUMENT: Drawing No. MD -555.1, titled "Vinyl French Door and SLT/ TR", sheets 1 through 12 of 12, dated 05/07/13 with revision B dated 01/24/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded followed by the expiration date maybe displayed in displayed, then it shall be done in its entirety. by the words Miami—Dade County, Florida, and advertising literature. If any portion of the NOA is INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0409.03 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P. E. NOA No. 16-0126.04 1g�t( Expiration Date: January23,2019 Approval Date: May 05, 2016 Page I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 13-0815.03) 2. Drawing No. MD -555.1, titled "Vinyl French Door and SLT/TR", sheets 1 through 12 of 12, dated 05/07/13, with revision B dated 01/24/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a Series FD-5570/FD- 2770 PVC double entrance outswing doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8717, dated 11/16/15, signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a Series FD-5555/FD- 7700 PVC double entrance outswing doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8716, dated 11/12/15, signed and sealed by Idalmis Ortega, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a Series FD-5555/FD- 7700 PVC fixed sidelite, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8715, dated 11/05/15, signed and sealed by Idalmis Ortega, P.E. Manuel NO,P. Product Control ExAmi r NOA No. 16-0126.04 Expiration Date: January 23, 2019 Approval Date: May 05, 2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 10. Vision Extrusions, Ltd. Parts complying with PVC-AAMA 303-13. (Submitted under NOA No. 13-0815.03) 11. PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd. -VEX -1 by AAMA Fenestration Exterior Profile Certification Program. (Submitted under NOA No. 13-0815.03) F. STATEMENTS 1. Statement letter of conformance to 'and of complying with FBC IP Edition (2014), dated 03/30/15, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. (Submitted under previous NOA No, 15-0409.03) 2. Statement letter of no financial interest and of independent, issued by manufacture, dated 03/30/15, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0409.03) 3. Laboratory compliance letter for Test Reports No. FTL-7370, FTL-7371, YM -7338 and FTL-7339, all issued by Fenestration Testing Laboratory, Inc., dated 05/23/13 and 05/25/13, all signed and sealed by Jorge A. Naya, Jr., P.E. (Submitted under NOA No. .13-0815.03) G. OTHERS 1. Notice of Acceptance No. 15-0409.03, issued to PGT Industries, Inc. for their Series "FD -555" Outswing PVC French Doom/ & w/o Sidelite and Transom - L.M.I., approved on 07/02/15 and expiring on 01/23/19. Mandel P ez, P.E. Product Controla iner NOA No. 16-0126.04 Expiration Date: January 23, 2019 Approval Date: May 05, 2016 E-4 GENERAL NOTES: SERIES FD -5555, IMPACT -RESISTANT, VINYL, REINFORCED, OUTSWING FRENCH DOOR & SIDELITEnRANSOM (SLTfrR) 1) THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY. USE ONLY MIAMI -RADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE. ASTM C90 CONCRETE MASONRY UNITS (CMU -S) OF NORMAL WEIGHT AND OF COMPRESSIVE STRENGTH OF MIN. 1.9 KSI) AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1. THIS SHEET. ALL WOOD BUCKS LESS THAN 1-112' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1412• THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) IF SILL IS TIGHT TO SUBSTRATE. GROUT IS NOT REQUIRED. IF USED, NON -SHRINK. NON-METALLtC GROUT AT 3.4 KSI MIN. PER ASTM C1107. (DONE BY OTHERS). MAX 114' SHIM SPACE FOR GROUT WHICH MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE. AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION, COMPLYING WITH THE FBC. 6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE THE EMBEDMENT SHOWN ON TABLE 1, THIS SHEET. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. EXTERIOR INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALWGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 7) MAX. 1/4' SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS. BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE DOOR, SIDELITE OR TRANSOM. 8) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE. STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 9) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WLNDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (INCLUDING ADOPTED STANDARDS) FOR CORROSION RESISTANCE. 10) ALL RIGID PVC AND RIGID CELLULAR CPUC MANUFACTURED BY VISION EXTRUSIONS. LTD. HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS. 11) SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE. 12) REFERENCES: TEST REPORTS, FTL-7339, 7371. 8715, 8716 8 8717 NOA'S: ELCO ULTRACON NOA; ELCO CRETEFLEX NOA• ELCO AGGRE-GATOR NOA; VISION EXTRUSIONS, LTD. WHITE RIGID, VE 1000 TAN 202 (NON-WHITE) RIGID 8 BROWN -COATED (PAINTED OR LAMINATED) RIGID PVC NOAS, VISION EXTRUSIONS LTD. WHITE E VE 2000 TAN (NON-WHITE) RIGID CELLULAR PVC NOAS, ANSL/AFBPA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. 13) THE 5555 SERIES IS ALSO KNOWN AS THE 555 SERIES. DESIGN PRESSURE RATING IMPACT RATING VARIES, RATED FOR LARGE 8 SMALL SEE SHEETS 4 8 5 MISSILE IMPACT RESISTANCE .Group Anchor Substrata Min. Edge Distance Min. Embedment A 3/1G Elco Ultracon Ungmuled CMU, (ASTM C90) 1' 1-114' Ungmuted CMU, (ASTM 0410) 2-112' 1-114' 4 #10 Sisal SMS (GS) S.S. SMS #108- S.S. SMS 1841 #1D 1 P.T. Southern Pine (SG=0.55) 1/r 13/8' Aluminum, 6063 -TS' 5116' 0.053' Steal. A38' 5116' 0.083" Steel Stud, A653 Gr. 33• 5/16' 0.053' B 316" Elco Ultraean P.T. Southern Pine (SG=0.55) 112' 1-318" Grouted CMU, (ASTM C90) 2-11r 2414• Concrete (min. 2.85 ksi) 1' 1-318' 114' Elco Ultracon Ungrouted CMU, (ASTM C-90 2-112" 1-114' #12 Steel SMS (135) #12 410 S.S. SMS #121841 S.S. SMS P.T. Southern Pine ($G=0.55) 9116" 13/8' Alumlmtm, 6063-'W 3/8' 0.071' Steel, A36' 31W 0.071' Steel Stud, A653 Gr. 336 31W 0.071' (14 Ga C 114' Elco Ultracon P.T. Southam Pine (SG=0.55) 1' 13/8' Grouted CMU, (ASTM C-90) 2 -lir 13/4' Concrete (min. 2.85 ksl) 1' 1 -%VW 1/4' Elco 410 S.S. CreteFlex Concrete (min. 3.35 ksi) 1- 1-W Ungrouted CMU. (ASTM C-90) 2-IrZ 1-114 114' Elco 18.8 S.S. Aggre-Wor- P.T. Southern Pine (SG -0.55) 1' 131W -- Concrete (min. -3.27 kat) - -1-112 _ 1-3/8'- Ungmuted CMU, TM C-90) 4' 1-114' 114` Elco Ultracon Concrete (min. 2.85 kel) 2-112* 1318" D 1/4' Elco410 S.S. CreteFlex Concrete min. 3.35 ksi 2-112* 1314' MIN.vr.s inncnuaocrvnu Incmc�w.ovw�nn,c. Type Dewdpdon Where Ussd: 1 13116' Lant. IG (118' T- 11116' Air- 118' ANN -.OW PVB -1/8' ANN) Door 2 13116' Lent. IG (3/18' T - 518' Air -1/8' ANN - .09(' PVB -118' ANN) Door 3 1.3116" Lent. IG (118' T - 9/1(' Air - 3/160 ANN - .09D' SG - 3116' ANN) Sidelite/Transom 4 1.3116' Lan -d. IS (3/18' T -112' Air - 3/16' ANN - .090- SG - 3116' ANN) Sidelita/Tmnsom 5 13118' Lemi. IG (118' T - 911(' Air - 3116• ANN - .090' PVB - 3/16' ANN) Sidelite/Trarlsom B 1.3116- Lant. IG (3118' T -1/r Air - 3118- ANN -.09W PVB - 3116' ANN) SldelitelTtansom T 7116' Laml. (3116" ANN -.09W PVB - 3116' ANN) I Door/Skielite/Transom ANN" a ANNEALED T =TEMPERED GUIDE TO SHEETS: 'PTB' a .090" BUTACITEO PVB INTERLAYER BY KURARAY AMERICA, INC. GENERAL NOTES ...........................1 'SG' ■ .090" SENTRYGLASO INTERLAYER BY KURARAY AMERICA. INC. ELEVATIONS .....................»..... .. 2 SEE TABLE 11 FOR SPACER INFORMATION GLAZING DETAILS .......................... 3 DESIGN PRESSURES ..................... 4-5 STANDARDS USED: SIDELITE/TRANSOM ANCHORS.... 4-6 *2014 FLORIDA BUILDING CODE (FBC). STH EDITION INSTALLATION ...... ....................... 7-9 OASTM El 300-M EXTRUSION PROFILES.....__..... 10 *ANSUAFBPA NDS -2012 FOR WOOD CONSTRUCTION PARTS LIST.- .............................. ..11-12 *ALUMINUM DESIGN MANUAL, ADM -2D10 CORNER DETAILS ..........................11 *AISI-S100-07/S2-2010 HARDWARE DETAILS.- ..................12 pRODUCT REVISED w wroplyia; %vM ft Fk ride BWmina CO& 1�•012(a Awcpt> e + By Mituri a P-16.1 ire) A) UPDATED ANCHOR TABLE. k CHANGED SERIES # - JR - 03/18115 °1 B) ADDED TPS SPACER. LIMITED a 00 CFG., STD. YRS. - JR - 01/Z4116 v 0 rr W � Y U) CD aa� I] 0 r- d C7 C4 to AZ<L -1 U LL rk W V O H W m O aa t VN �xA ti s 0 -r CIL �z 0 t m 04 - C1 a O V_ OC O IaavS W FN- U O Z Z alar Q o W ,u'n U LL } Z W w O q1� •asap pu 1 U705 _jz 77 Ca. A. LYPIN ' s P.E. P.E.# 5870 37-9V16' 38-3/4' WIDTH (MAX.SLABMAX 96• % MAX. / 937 L HEIGHT MAX STAB (ALL DOOR HEIGHT CONFIGS.) L L TYP. DOOR SLAB x DETAIL HEET —�{ 76' MAXIIAX 1' MULL (X2) �� TYP w78' OC O� MAX C9 N I, DLO 11• 0A 'i i M 0 C7 C-4 4X. a C3 Z� U. GHT MOTH w m 0 t oN aeo d ] O -X- r �z az t- N y N A Z O u - O OI)0CIO (WIDE STILES AND WIDE RAILS SHOWN ON SIDELITES) 1 )A HE ORI EMMPLE CONFIGURATIONS 40• )+ -- 7(' MAX. ®v 1*MAX. MULLL 30.8 FT' MAX. SEE SIZE RANGES FROM TABLE 8 6 9, SHEET 5 30.8 FT' MAX. SEE SIZE RANGES FROM TABLE 8 & 9, SHEET 5 111' MAX. HEIGHT OR WIDTH 106.1/ir - MAX. DLO 49• MAX. r38-314" TYR MAX 1' MULL -;IFS— 1• MULL 96" MAX. VERTICAL MULLION LENGTH SINGLE 0 SINGLE O (WIDE STILES AND WIDE (NARROW STILES AND NARROW RAILS SHOWN ON SIDELJTES) RAILS SHOWN ON SIDELITES) NOTES: 1) SINGLE DOORS MAY BE LEFT OR RIGHT-HANDED. 2) MULLIONS SHOWN ARE STANDARD 1• FRENCH DOOR MULLIONS PER THIS NOA 3) MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES, SEE SEPARATE NOA 4) FRENCH DOOR MULLION IS LIMITED TO 98" IN VERTICAL APPLICATIONS AND 40' IN HORIZONTAL APPLICATIONS. 5) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SLTITR OR MULLED ASSEMBLY. 6) ADDITIONAL CONFIGURATIONS USING THE 1• FRENCH DOOR MULLION ARE POSSIBLE. USE THE ABOVE DRAWINGS AS A REFERENCE FOR SIZE LIMITATIONS. L CIMDE STILES AND WIDE RAILS (NAwsUW b res ANU WrU9Z SHOWN ON SID£LTTES) RAILS SHOWN ON SIDELITES) 40' MAX. 38 HORIZONTAL do MAX MULLION LENGTH ft=1 4(• MAX TYP• 1' MULL 010 (MAXIMUM OF 2 MULLED SIDELITES) (TIDE STILES AND NARROW_ RAILS SHOWN ON SIDELITES) 0/0 WITH HORIZONTAL MULLION (_WIDE STILES AND WIDE RAILS SHOWN ON SIDELITE & TRANSOM) ON WITH HORIZONTAL MULLION (NARROW STILES AND NARROW RAILS SHOWN ON TRANSOMI PRODUCT REVLSW as comTArng with me Fim'i&' Building Cade Acoep � •��� E a A) NO CHANGES THIS SHEET JR -03118115 B) LIMITED 00 CONFIG. a JR -01124118 U a X V) w78' OC O� MAX C9 N I, DLO 11• 0A 'i i M 0 C7 C-4 4X. a C3 Z� U. GHT MOTH w m 0 30.8 FT' MAX. SEE SIZE RANGES FROM TABLE 8 & 9, SHEET 5 111' MAX. HEIGHT OR WIDTH 106.1/ir - MAX. DLO 49• MAX. r38-314" TYR MAX 1' MULL -;IFS— 1• MULL 96" MAX. VERTICAL MULLION LENGTH SINGLE 0 SINGLE O (WIDE STILES AND WIDE (NARROW STILES AND NARROW RAILS SHOWN ON SIDELJTES) RAILS SHOWN ON SIDELITES) NOTES: 1) SINGLE DOORS MAY BE LEFT OR RIGHT-HANDED. 2) MULLIONS SHOWN ARE STANDARD 1• FRENCH DOOR MULLIONS PER THIS NOA 3) MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES, SEE SEPARATE NOA 4) FRENCH DOOR MULLION IS LIMITED TO 98" IN VERTICAL APPLICATIONS AND 40' IN HORIZONTAL APPLICATIONS. 5) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SLTITR OR MULLED ASSEMBLY. 6) ADDITIONAL CONFIGURATIONS USING THE 1• FRENCH DOOR MULLION ARE POSSIBLE. USE THE ABOVE DRAWINGS AS A REFERENCE FOR SIZE LIMITATIONS. L CIMDE STILES AND WIDE RAILS (NAwsUW b res ANU WrU9Z SHOWN ON SID£LTTES) RAILS SHOWN ON SIDELITES) 40' MAX. 38 HORIZONTAL do MAX MULLION LENGTH ft=1 4(• MAX TYP• 1' MULL 010 (MAXIMUM OF 2 MULLED SIDELITES) (TIDE STILES AND NARROW_ RAILS SHOWN ON SIDELITES) 0/0 WITH HORIZONTAL MULLION (_WIDE STILES AND WIDE RAILS SHOWN ON SIDELITE & TRANSOM) ON WITH HORIZONTAL MULLION (NARROW STILES AND NARROW RAILS SHOWN ON TRANSOMI PRODUCT REVLSW as comTArng with me Fim'i&' Building Cade Acoep � •��� E a A) NO CHANGES THIS SHEET JR -03118115 B) LIMITED 00 CONFIG. a JR -01124118 U a `��; n•..� 1 `!f ic': Nil(<<;'��� �. _ ,_ j10• Z.Pj1 . �r�'• S � nM V �^ A. LYNN MILLER. P.E. P.EJI58705 X V) to xa� OC O� 3 IS C9 N I, erne 0A 'i i M 0 C7 C-4 a C3 Z� U. UU XN d w m 0 t oN aeo d ] O -X- r �z az t- N y N A Z O u - O 5 7-45 ® 0 ZU Z U Z along W o 00.. •asap sauas `��; n•..� 1 `!f ic': Nil(<<;'��� �. _ ,_ j10• Z.Pj1 . �r�'• S � nM V �^ A. LYNN MILLER. P.E. P.EJI58705 GLAZING DETAILS a JR -03118115 1-3116' NOM. GLASS STACK 5116'LAMINATED - I GLASS STACK Y m /8' ANNEALED GLASS 11116' AIRSPACE 80" PVB 118' TEMPERED GLASS GLASS �� EXTERIOR 11118" a � GLASS BITE GLASS TYPE 1 USED IN DOOR ONLY 1-3!18" NOM. GLASS STACK __ GLASS STACK D /S' ANNEALED GLASS 518' AIRSPACE 080" PVB 3116' TEMPERED GLASS lWAN EALED GLASS EXTERIOR GLASS BITE GLASS TYPE 2 USED IN DOOR ONLY 1.3116' NOM. 13N 6' NOM. GLASS STACK 711W LAMINATED GLASS STACK 7116" LAMINATED GLASS STACK GLASS STACK 311 6"ANNEALED GLASS 3118' ANNEALED GLASS 112' AIRSPACE .090• SG 8116• AIRSPACE .060• PVB 3116' TEMPERED GLASS,,.,3/16' EALED GLASS Ire' TEMPERED GLASS,,.3/19'EALED GLASS EXTERIOR 11 11116' EXTERI - -- - -11118' GLASS BITE a ^ O GLASS BITE EXTERIOR a GLASS TYPE 4 TYP. NARROW FRAME GLAZING DETAIL, WIDE FRAME SIMILAR. 7116• LAMINATED �- GLASS STACK 3116• ANNEALED GLASS .080" PVB 311�EALED GLASS 11!18• GLASS BITE GLASS TYPE 7 USED IN DOOR. (SHOWN) & SIDELITE/TRANSOM GLASS TYPE 5 TYP. NARROW FRAME GLAZING DETAIL, WIDE FRAME SIMILAR. 1-3116" NOM. GLASS STACK 7116" LAMINATED GLASS STACK 311W ANNEALED GLASS 6116 AIRSPACE •08(• SG 1f8' TEMPERED GLASS 3118' ATEALED GLASS 14 11116• EXTERIOR GLASS SITE a o-�. GLASS TYPE 3 TYP. WIDE FRAME GLAZING DETAIL, NARROW FRAME SIMILAR 1./16' NOM. GLASS STACK 7118' LAMINATED GLASS STACK 3fl6' ANNEALED GLASS 1/2' AIRSPACE ----,090"PVB 3118' TEMPERED GLASS FGLASS EALED GLASS 'OF" EXTERIOR �• a BITE GLASS TYPE 6 TYP. WIDE FRAME GLAZING DETAIL, NARROW FRAME SIMILAR •PVB' ..ow BUTACITCe PVB INTERLAYER BY KURARAY AMERICA, INC. *SW a .09(r SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC. PRODUCT REVISED as oomplyins wilb Ibo L•'1od& Budding Codo A 1,' l -oi 4 Dmo 2007 By stili a wwd a A) NO CHANGES THIS SHEET a JR -03118115 B) ADDED GLASS TYPE 7 & TPS a JR -01/24116 u Y m m N ~ ota0 U Z r ui LD 0 ZLL 0 u.Ili —02 HZ m0 w to O X e— - 1-_ N Qjo Z CL O z a LL 0 a 0 o ,�w5 U a G z a Iz "laag H Q' IL Z u'1 U Z Z g o LL a17� 'asap sa�os ,'��t'FiIf1111 s Yn:J ......."f!(( f,C No.:'"IS lfli A. LYNN MILLER, P.E. P.E.# 8870 5 AIMM F nr)c)R INSTALLATION Head & 8111 INSTALLATION _`1 a O 46 1 60 72 1 76 �==1 'r MAX. 0 4" M AX. O THIS SHEET, ASTRAGAL 9-12- MAX r SEE TABLE 1, W MAX 912' Max rl I / -T CENTERED I i I �' BETWEEN I j ANCHORS CENTERED BETWEEN I HINGES i I I - CENTERED BETWEEN t HINGES SEE I _ SEE', NOTE 1 i 1 12' OO_.C. NOTEIII I CENTERED I BETWEEN I I I % MAX. CENTERED I BETWEEN I HINGES HINGES I I CENTERED BETWEEN 1041M�- 9• MAXANCHORS MAX ANCHOR REQUIREMENTST SAME AS HEAD X TABLE 3: X S XX Door. Deslgn Prvwum +M.0 PSF Glass Type 1 +14(1.0 PSF I pass Types 2 & 7 TABLE 4: DOUBLE DOOR Head & 8111 INSTALLATION Door Width (in) a O 46 1 60 72 1 76 �==1 4' O.C. MIN.. 0 SEE TABLE 4. O THIS SHEET, ASTRAGAL FOR QUANTITY. _ SEE TABLE 1, _ _CLU_STE_R_ SHEET IFOR zo Lo - UUr r TYPE _ XN co F- z m O oN SIAO I I N px0 �z n:z °f y co I O I SEE O NOTE 1 ® ANCHOR REQUIREMENTS SAME AS HEAD XX, (USING ASTRAGAL) XX Door: Adragal Clugor Anchors Required Head & 8111 Door Width (in) a O 46 1 60 72 1 76 m c m c m v 0 0 eC91m 1 e e e e e O e 0 80 5 4 5 4 4 96 J_4+4 4 54 6 4 8 1 5 1 4 TRANSOM -TO -DOOR (X/O) OR TRANSOM-TO-SIDELITE (0/0) MULLION ATTACHMENT& INSTALLATION ATTACH DOORS, SIDELITES & TRANSOMS TO THE MULLION AS PER THE INSTRUCTION OF THE INDIVIDUAL PRODUCT TABLE 7: HORIZONTAL MULLION DESIGN PRESSURE +f•7&0 PSF SIDELITE-TO-SIDELITE MULLION INSTALLATION (010) SEE MULLION CLUSTER DETAIL BELOW SIDELITE-TO-DOOR MULLION INSTALLATION (XIO, OIX, XIX, OIXIO, XIOIX, OIXXIO, ETC) — -- SEE MULLION CLUSTER DETAIL BELOW SAME AS HEAD MAX. MAXF,1- MULLION IVI., 4.O.C. MIN.r 6'4.O.C. MIN FOE SEE TABLE 6. 1_ THIS SHEET, �\ SIDE- FOR ANCHOR QUANTITY, SEE UTE TABLE 1, SHEET 1 FOR TYPE A6" 1'MULLION HORIZONTAL I MULLION l APPLICATIONS j I 9.12" ALWAYS REQUIRE TWO (2) ANCHORS (TYPE A -D) AT EACH MULLION END. 4U Mft& Mv"lUn LCIVUlm In nU+acVnle+a.Nrr4�rrVn•1. TRANSOMS WIDER THAN 40- WILL REQUIRE ADDITIONAL STRUCTURE OR DADE-APPROVED MULLION BETWEEN TRANSOM AND DOORIS03ELITE. SAME AS HEAD MAX.` �. 4' O.C. MIN.- r t WX. ON H IN ;AL TIONS \ 1' MULLION 4.O.C. MIN. Anchors Required for a Vertical Mullion (each mul Dooror Sift&eMsrucm ftD 12 24 sZ 3&M Hsg A R SEE TABLE 6. THIS SHEET, -FOR ANCHOR QUANTITY, SEE TABLE 1, SHEET 1 FOR TYPE FOR 'OIXX10- AND SIMILAR CONFIGURATIONS CONTAINING A DOUBLE DOOR (XX), USE ONLY HALF OF THE FRAME WIDTH OF THE DOUBLE DOOR WHEN USING THIS TABLE. INSTRUCTIONS: 1) DOOR HINGE JAMBS OF ALL HEIGHTS TO ALWAYS BE ANCHORED WITH SIX ANCHORS. SEE TABLE 1. SHEET 1. FOR ALL APPROVED ANCHORS. FOUR OF THE SIX ANCHORS MUST BE INSTALLED THROUGH THE HINGES, ONE AT EACH HINGE LOCATION (RECOMMENDED #10 FLATHEAD SMS OR 3H6- FLATHEAD ULTRACON FOR EACH HINGE ANCHOR). 2) FOR A MULLED UNIT. DETERMINE THE DESIGN PRESSURE OF EACH COMPONENT IN THAT CONFIGURATION. FOR EXAMPLE. ON AN -XIO- CONFIGURATION, THE DP FOR THE DOOR. THE MULLION AND THE SIDELITE MUST EACH BE DETERMINED. THE LOWEST DP APPLIES TO THE ENTIRE ASSEMBLY. NOTES: 1) SINGLE DOOR MAY BE LEFT OR RIGHT-HANDED. 2) MULLIONS SHOWN ARE STANDARD 1" FRENCH DOOR MULLIONS. 3) MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES. SEE SEPARATE NOA . THE LOWEST COMPONENT DP IS TO BE THE OVERALL ASSEMBLY DP. 4) FRENCH DOOR MULLION IS LIMITED TO 96- IN VERTICAL APPLICATIONS AND 40" IN HORIZONTAL APPLICATIONS. 5) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITERRANSOM OR MULLED ASSEMBLY. 6) FOR SIZES NOT SHOWN ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. PRODUCT REVISED as complying with dw Florida Btu""ng Cock Acmpw oe No 1 O -&- HM#-=3iqo Do 2019 a A) NO CHANGES THIS SHEET a JR -03f18115 m B) ADDED GLASS TYPE 7 TO tr TABLE 3; JR - D124116 v 0 uJx r Co 'Age a O u7 _ 0 0100 O lri ON O0 -V a o w UOre MrUQ zo Lo - UUr r _ XN co F- z m O oN SIAO N px0 �z n:z °f y co O O a ® � ra��Is O = U z co) Z orosg U. ° It IL to Lu LL Z z � W LL > O etl!,I �sa0 sans i -/•• FLUF�`�t� ,kms A. LYNN MILLER P.E. P.E.f 58705 NOTES: 1) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITE/TRIWSOM OR MULLED ASSEMBLY. 2) SIDELITERR/WSOM MAY BE A SINGLE, STAND-ALONE UNIT. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. SIDELITE/TRANSOM INSTALLATION (0) 28.O.C. MAX IF SHORT SIDE IS 40' OR LESS I �s 2B-O.C.MAX I IF LONG SIDE ISI 40.OR LESS I I I I I 23.1I2.O.C. MAX. I IF LONG SIDE IS I OVER 40- I I e- MAX (SHORT SIDE) ~ 23-112' O.C. MAX. F SHORT SIDE IS 3VER 40' (WIDE STILES AND WIDE RAILS SHOWN ON SIDELITES) SEE TABLE 10, SHEET 6 FOR ANCHOR i QUANTITY. SEE TABLE 1, SHEET 1 FOR ANCHOR I TYPE. I I I I I I I I 1 12- MAX (LONG SIDE) f 28' O.C. MAX. 23-112' O.C. MAX. IF SHORT SIDE IS IF SHORT SIDE IS 40.OR LESS OVER 40- nt!-------------- 28.O.C. MAX. I IF LONG SIDE IS 40' OR LESS I I t 1 I 23.12" O.C. MAX. IF LONG SIDE IS OVER 40- I SEE TABLE 10, SHEET 6 FOR ANCHOR QUANTITY. SEE TABLE 1. SHEET 1 FOR ANCHOR TYPE. t--------------- 12- MAX (LONG SIDE) 6- MAX. L --------------J (SHORT SIDE) �- (NARROW STILES AND NARROW RAILS SHOWN ON SIDELITES) PRODUCT REVISED as complying wish dw Ekdfds Ruildiug Code ACwp wbcc m :1R'ii) .4q A) CORRECTED TABLE 8 DIM. - a JR -03118115 m B) ADDED GLASS TYPE 7 TO a TABLE 9• JR - 0124116 U a Y rn co •�aa Sidellte/Trarrwm Design Prosaule (+/ti pat) for Glass Types3 d.4 Sldelite/Tronsom Design Pressure, p3f for Glaw Types S. 6 & 7 O C7 N 04 0 ui Lo A a6 Z LL t� LL ural d 6 a Lang Side (in) Long Side ('n) It 'ON M1p O 0 a- �z az N 633118 684/8 68 70 72 78 78 82 84 Be 92 1 98 98 104 108 111 24 +1-70 +/--70 +170 +1-70 +/-70 +1.70 +170 +1-70 +/-70 +1-70 +1-70 +1-70 +170 +170 +1-70 +ti70 28 +170 W-70 +170 W-70 +1.70 +1.70 +1-70 +1-70 +1-70 +1-70 +1-70 +1.70 +170 W-70 +/-70 +I70 32 +170 W-70 +170 +/-70 +170 +1-70 +1-70 W-70 +1-70 +1-70 +/-70 +1-70 +170 .070 +/-70 +/-70 38 +170 +1-70 +170 +1-70 +170 +/-70 +1-70 W-70 +1-70 +1-70 +1-70 +1.70 +1-70 +/70 +1-70 W-70 38.914 +170 +170 +1.70 +1-70 1 +170 +1-70 +/-70 +170 +1-70 +170 W-70 +1-70 1 +/-70 +1-70 +1-70 +1-70 40 +/-70 W-70 +1-70 +/-70 +170 +1.70 +170 +1-70 +170 +170 +1.70 +170 1 +1-70 +170 +1.70 +1.70 42 +1-70 +170 +/-70 +1-70 +170 +1-70 +1-70 +1-70 +170 +170 +170 +170 1 +1.89.6 +1.88.5 +170 +149.5 44 +170 +/-70 +170 +170 +170 +170 +1-70 +1-70 +170 W-69.6 +138.6 +137.7 +1437.3 +170 +/-70 +149.1 48 +170 +170 +170 +170 +1-70 +140 +/-70 +149.4 +168.7 +147.6 +1.58.5 +1.65.6 +170 +1-70 +1-6.9.4 +148.4 to 48 +170 +1.70 +170 +170 +170 +149.9 +MA +137.8 +/47 +1435.8 +144.7 co 48 +170 +148.8 +188 50 +170 +170 +170 +170 +170 038.4 +147.6 +1436 +135.4 +134.1 50 +149.9 +/437.6 52 +1-70 +170 0-70 +170 +139.1 +/-87.1 +1.88.2 +134.6 +143&9 52 +/-69 54 W-70 +170 +/-70 +1.89.2 +148 +1•85.9 +135 +133.4 54 56 +170 +170 +1.69.7 +1-88.3 +/•67.1 +144.9 +143.9 58 +170 +1-70 +139 +137.6 068.3 +134 60 +170 +149.6 +168.5 +1.87 +145.6 62 +170 +139.2 +1.88 +188.5 833118 +/-70 +189.1 +137.9 +136.2 68-b/8 4/39.1 +138.9 633116 466.8 NOTES: 1) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITE/TRIWSOM OR MULLED ASSEMBLY. 2) SIDELITERR/WSOM MAY BE A SINGLE, STAND-ALONE UNIT. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. SIDELITE/TRANSOM INSTALLATION (0) 28.O.C. MAX IF SHORT SIDE IS 40' OR LESS I �s 2B-O.C.MAX I IF LONG SIDE ISI 40.OR LESS I I I I I 23.1I2.O.C. MAX. I IF LONG SIDE IS I OVER 40- I I e- MAX (SHORT SIDE) ~ 23-112' O.C. MAX. F SHORT SIDE IS 3VER 40' (WIDE STILES AND WIDE RAILS SHOWN ON SIDELITES) SEE TABLE 10, SHEET 6 FOR ANCHOR i QUANTITY. SEE TABLE 1, SHEET 1 FOR ANCHOR I TYPE. I I I I I I I I 1 12- MAX (LONG SIDE) f 28' O.C. MAX. 23-112' O.C. MAX. IF SHORT SIDE IS IF SHORT SIDE IS 40.OR LESS OVER 40- nt!-------------- 28.O.C. MAX. I IF LONG SIDE IS 40' OR LESS I I t 1 I 23.12" O.C. MAX. IF LONG SIDE IS OVER 40- I SEE TABLE 10, SHEET 6 FOR ANCHOR QUANTITY. SEE TABLE 1. SHEET 1 FOR ANCHOR TYPE. t--------------- 12- MAX (LONG SIDE) 6- MAX. L --------------J (SHORT SIDE) �- (NARROW STILES AND NARROW RAILS SHOWN ON SIDELITES) PRODUCT REVISED as complying wish dw Ekdfds Ruildiug Code ACwp wbcc m :1R'ii) .4q A) CORRECTED TABLE 8 DIM. - a JR -03118115 m B) ADDED GLASS TYPE 7 TO a TABLE 9• JR - 0124116 U a Y rn co •�aa Sldelite/Tronsom Design Pressure, p3f for Glaw Types S. 6 & 7 O C7 N 04 0 ui Lo A a6 Z LL t� LL ural d 6 a Long Side ('n) It 'ON M1p O 0 a- �z az N tY W z 63.3116 668/8 Be 70 72 76 78 82 84 Be 92 98 Be 104 108 111 cr LL 24 +/-70 +170 +/-70 +/-70 +1-70 +1-70 +170 +1-70 */-70 +1-70 +170 +1-70 +170 +/-70 +1-70 +170 28 +170 +170 +170 +170 +170 +170 +170 +170 +170 +1-70 +170 +1-70 +170 +170 +1-70 +170 32 +f_70 +170 +170 +170 +/70 +170 +1-70 +1-70 +170 +170 +170 +/70 +170 070 +1-70 +1.70 36 +1--70 +1-70 +170 +170 +170 +1-70 +170 +1-70 +170 +1-70 +170 +1-70 070 +170 +1-70 +170 38314 +/-70 +/--70 +170 +1-70 +170 +1-70 +170 +1-70 +170 +/-69.9 +149 +/-%3 +/437.9 40 +170 +1-70 +170 +1-70 +170 +1-70 +170 +139.8 +149.3 +138.3 +137.4 +1.66.7 +136.3 42 +170 +170 +170 +1.70 +170 +149.5 +148.8 +147.6 +1.67 +166 +1851 9_ 44 +170 +170 +170 +/-70 +149.1 +/$7.5 +148.8 +145.6 +f -W +144 46 +170 +1-70 +1-6.9.4 +148.4 +1$1.4 +135.8 1145.1 +143.8 +143.2 co 48 +170 +148.8 +188 +146.9 +148 +144.3 463.5 +/32.2 50 +149.9 +/437.6 +166.8 +146.7 +134.7 46ZI) +162.1 52 +/-69 +146.6 +145.7 +144.6 +143.6 +1.81.7 54 +1.88.3 +145.7 +1-64.8 +143.6 +142.6 56 +147.7 +145 +/464.1 +142.8 58 +/4'67.3 +144.5 +133.5 60 +1.87 62 +186.9 633116 466.8 NOTES: 1) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITE/TRIWSOM OR MULLED ASSEMBLY. 2) SIDELITERR/WSOM MAY BE A SINGLE, STAND-ALONE UNIT. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. SIDELITE/TRANSOM INSTALLATION (0) 28.O.C. MAX IF SHORT SIDE IS 40' OR LESS I �s 2B-O.C.MAX I IF LONG SIDE ISI 40.OR LESS I I I I I 23.1I2.O.C. MAX. I IF LONG SIDE IS I OVER 40- I I e- MAX (SHORT SIDE) ~ 23-112' O.C. MAX. F SHORT SIDE IS 3VER 40' (WIDE STILES AND WIDE RAILS SHOWN ON SIDELITES) SEE TABLE 10, SHEET 6 FOR ANCHOR i QUANTITY. SEE TABLE 1, SHEET 1 FOR ANCHOR I TYPE. I I I I I I I I 1 12- MAX (LONG SIDE) f 28' O.C. MAX. 23-112' O.C. MAX. IF SHORT SIDE IS IF SHORT SIDE IS 40.OR LESS OVER 40- nt!-------------- 28.O.C. MAX. I IF LONG SIDE IS 40' OR LESS I I t 1 I 23.12" O.C. MAX. IF LONG SIDE IS OVER 40- I SEE TABLE 10, SHEET 6 FOR ANCHOR QUANTITY. SEE TABLE 1. SHEET 1 FOR ANCHOR TYPE. t--------------- 12- MAX (LONG SIDE) 6- MAX. L --------------J (SHORT SIDE) �- (NARROW STILES AND NARROW RAILS SHOWN ON SIDELITES) PRODUCT REVISED as complying wish dw Ekdfds Ruildiug Code ACwp wbcc m :1R'ii) .4q A) CORRECTED TABLE 8 DIM. - a JR -03118115 m B) ADDED GLASS TYPE 7 TO a TABLE 9• JR - 0124116 U a x. - 16 A. LYNN MATER P.E. P." 58705 Y rn co •�aa O C7 N 04 0 ui Lo A a6 Z LL t� LL ural d 6 a wv 02 I- Z in 0C It 'ON M1p O 0 a- �z az N tY W z 0 'n $ Cc 0UJ a r"vS o N � t=j Z N LU Z a�oo 0 O cr LL 0.. Z te) Lf) Z W tri0 LL 6 o> •��p ea!ios x. - 16 A. LYNN MATER P.E. P." 58705 NOTES: 1) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITEnRANSOM OR MULLED ASSEMBLY. 2) SIDELITEITRANSOM MAY BE A SINGLE, STAND-ALONE UNIT. 3) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. P;*,011LICT REVISED A complyini with the Flotift Aempto Not ' �i •��' din Data , 2Olt Mica lio8xt �ZJA) NO CHANGES THIS SHEET a JR - 03/18115 m B) NO CHANGES THIS SHEET a JR 01124116 v Y to -gab D: G �n 0 C4 CY O ` LO b zLL USIJL to ura A d HLuv I -Z O it 'ON mp to IN Siderdeffransom U) w u. o Q F t p °o o ,>aqs Z Z dc IJU U z aro>5 o ~ HE J Q ,to n K LL N atl!� •asap salsas : + ml- m— ��.:*�0000000�■0000000000©©©©©©©oo©©000■r-� 0[.:.4*"��00©0©0©0©t1�s7000510©�©ice©�©�©0©©�DE70 ]©©DDDDDOODDDDDODODDDODDD©ADD©���� ' Qin©v©v©0000■c�0000000©v©v©����������■� NOTES: 1) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITEnRANSOM OR MULLED ASSEMBLY. 2) SIDELITEITRANSOM MAY BE A SINGLE, STAND-ALONE UNIT. 3) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. P;*,011LICT REVISED A complyini with the Flotift Aempto Not ' �i •��' din Data , 2Olt Mica lio8xt �ZJA) NO CHANGES THIS SHEET a JR - 03/18115 m B) NO CHANGES THIS SHEET a JR 01124116 v Y to -gab D: G �n 0 C4 CY O ` LO b zLL USIJL to ura A d HLuv I -Z O it 'ON mp to IN 0 v— n: z U) w u. o Q F t p °o o ,>aqs Z Z dc IJU U z aro>5 o ~ HE J Q ,to n K LL N atl!� •asap salsas A. LYNTI ulaFi P.E. P.E l50706 EMBEDMENT 114• INSTALLATION MAX OPTION 1 SHIM 23 INSTALLATION ANCHORS EDGE 18 INTO 2X WOOD. DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 1, SHEET 1. 1 ANCHOR PER HINGE c� TO BE THROUGH SUBSTRATE. MIN. A10 C FLATHEAD SMS. SEE 72 5 TABLE 1. SHEET 1. EXTERIOR �5 7D DETAILQ 2X WOOD BUCKSTRIP ALSO SEE BELOW OR FRAMING. SEE NOTE 2, THIS SHEET Ld • 26 4 72 • . EXTERIOR 47 48 EXTERIOR 32 .10 1- FRENCH DOOR MULLION 18 70 � 20 28 1 ANCHOR PER HINGE TO BE THROUGH EXTERIOR DETAILQA SUBSTRATE. MIN. 3/18' FLATHEAD DETAILQI DETAV ALSO SEE ABOVE ULTRACON. SEE TABLE 1, SHEET 1. INSTALLATION NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 1, SHEET 1. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE DOOR, SIDELITE OR TRANSOM. 2) WOOD BUCKS DEPICTED ON THIS SHEET AS -1X-, ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.12•. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO MASONRY. WOOD BUCKS DEPICTED AS WARE 1-12- THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 3) FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR, SIDELITE OR TRANSOM. 4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR, SIDELITE, TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 1. SHEET 1. PRODUCTREVLSED as complying wisb 9w Flmidit Buildiro Code Acaptaaoo No '0 OA E .Dma 19 11y Miami Z& r at 'CIA) NO CHANGES THIS SHEET a JR - 03118H 5 m B) NO CHANGES THIS SHEET JR -0124116 v 1 TYP. ANCHOR TYPE, EMBEDMENT o0 �a G� u� AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. -i O TYP. ANCHOR TYPE, EMBEDMENT AND H AVOID INTERFERENCE WITH LL zLL7: EDGE DISTANCE PER SUBSTRATE. SEE OPPOSING ANCHOR BY CHOOSING 18 O uf L)aJ X L TABLE 1, SHEET 1. THE CORRECT LENGTH OR TYP. ANCHOR TYPE, ILI02 r- aa -J STAGGERING LOCATIONS. , EMBEDMENT AND EDGE EMBEDMENT N DISTANCE PER SUBSTRATE. - - _� MAX.23 23 SEE TABLE 1. SHEET 1. { - • SHIN! 0: 0: 00 EDGE • 16 O DISTANCE , =Z U 1 ANCHOR PER HINGE TO BE • Q u_ O W THROUGH SUBSTRATE. MIN. 'O Lu 810 FLATHEAD SMS WITH LQ tJ Z MIN. 3 THREADS BEYOND INSTALLATION . • 1 METAL SUBSTRATE. 52 • • 28 OPTION 241 71 7 UVSTALIArON ANCHORS DIRECTLY INTO MASONRY. - Ld • 26 4 72 • . EXTERIOR 47 48 EXTERIOR 32 .10 1- FRENCH DOOR MULLION 18 70 � 20 28 1 ANCHOR PER HINGE TO BE THROUGH EXTERIOR DETAILQA SUBSTRATE. MIN. 3/18' FLATHEAD DETAILQI DETAV ALSO SEE ABOVE ULTRACON. SEE TABLE 1, SHEET 1. INSTALLATION NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 1, SHEET 1. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE DOOR, SIDELITE OR TRANSOM. 2) WOOD BUCKS DEPICTED ON THIS SHEET AS -1X-, ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.12•. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO MASONRY. WOOD BUCKS DEPICTED AS WARE 1-12- THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 3) FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR, SIDELITE OR TRANSOM. 4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR, SIDELITE, TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 1. SHEET 1. PRODUCTREVLSED as complying wisb 9w Flmidit Buildiro Code Acaptaaoo No '0 OA E .Dma 19 11y Miami Z& r at 'CIA) NO CHANGES THIS SHEET a JR - 03118H 5 m B) NO CHANGES THIS SHEET JR -0124116 v _ w �'� ,- , • .� ,. Cil°•%t • � • .`.,J . 1 A LYNN MILLER, P.E. PEA 58705 1 2 o0 �a G� u� ow -i O � LL zLL7: YM O uf L)aJ X L ILI02 r- aa -J OQ �z az N N LL Za Qr-- O ® 0: 0: 00 1aaYs O CO =Z U 0 Z ala' Q u_ O W � Lu LQ tJ Z Z LL LL aq1 1 '75(i sauas _ w �'� ,- , • .� ,. Cil°•%t • � • .`.,J . 1 A LYNN MILLER, P.E. PEA 58705 EXTERIOR 31 L 1' FRENCH DOOR MULLION INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH IX BUCKSTRIP INTO MASONRY. EMBEDMENT 114' MAX. •' ".: � SHIM EDGE DISTANCE ' •' TYP. ANCHOR TYPE, SUBSTRATE PROPERTIES, m EMBEDMENT .• 41 AND EDGE DISTANCE PER AND EDGE SUBSTRATE, SEE TABLE 1, SHEET I. EMBEDMENT DISTANCE X d ua' MAX. CONCRETEICMU PER ANCHOR 17 orr PER •• • - . INSTALLATION o> OY SUBSTRATE. DISTANCE a Z D- Z v }� SEE TABLE 1, LL LL . D Z Q SHEET 1. It CONCRETEICMU • • � O 1"45 PER ANCHOR O = N Z fA Z REQUIREMENT 1XWOOD EXTERIOR SUCKSTRIP. ID SEE NOTE 2, THIS SHEET. INSTALLATION NOTES:. TYP. ANCHOR TYPE. EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 1. SHEET 1. SIDELITEn RANSOM FRAME WIDTH DETAILQ TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. 1 ANCHOR PER HINGE TO BE THROUGH SUBSTRATE. MIN. #10 FLATHEAD SMS WITH MIN. 3 THREADS BEYOND METAL SUBSTRATE. DETAIL) G DOOR VISIBLE LIGHT WIDTH (DLO) / EXTERIOR 10, DOOR FRAME WIDTH INSTALLATION OPTION 4 114• MAX INSTALLATION ANCHORS SHIM EDGE DIRECTLY INTO METAL. DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 1. SHEET 1. AVOID INTERFERENCE WITH OPPOSING ANCHOR BY CHOOSING THE CORRECT LENGTH OR STAGGERING LOCATIONS. EXTERIOR ID TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 1, SHEET 1. v MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA). ALUMINUM, STEEL DETAILQ FRAMING OR STEEL STUD. SEE 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 1, SHEET 1. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE DOOR, SMITE OR TRANSOM. 2) WOOD BUCKS DEPICTED ON THIS SHEET AS'1X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112'. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO MASONRY. WOOD BUCKS DEPICTED AS -2r ARE 1-112' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 3) FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR, SIDELITE OR TRANSOM. 4) IF APPLICABLE. LOWEST DESIGN PRESSURE FROM DOOR, SIDELITE. TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. SUBSTRATE PROPERTIES, m TABLE 8,THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT 41 AND EDGE DISTANCE PER • ' '� SUBSTRATE, SEE TABLE 1, SHEET I. EMBEDMENT _ ' X d ua' MAX. CONCRETEICMU PER ANCHOR 17 orr • SHIM 23 EDGE INSTALLATION o> OY - DISTANCE a Z D- Z v }� 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 1, SHEET 1. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE DOOR, SMITE OR TRANSOM. 2) WOOD BUCKS DEPICTED ON THIS SHEET AS'1X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112'. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO MASONRY. WOOD BUCKS DEPICTED AS -2r ARE 1-112' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 3) FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR, SIDELITE OR TRANSOM. 4) IF APPLICABLE. LOWEST DESIGN PRESSURE FROM DOOR, SIDELITE. TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. INSTALLATION ANCHORS DIRECTLY INTO MASONRY rRC DUCT REVISLLD as complying with ft Fladit Building cone 4 Acoquance No i ' P Ercpimtion t�tc � BY M' Pro" A) NO CHANGES THIS SHEET JR -03118115 m B) NO CHANGES THIS SHEET a JR -01/24116 v a 4 > Y m ' + 41 • ' '� 4 EXTERIOR X d ID CONCRETEICMU PER ANCHOR 17 orr 32 REQUIREMENT INSTALLATION o> OY DETAILQ OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY rRC DUCT REVISLLD as complying with ft Fladit Building cone 4 Acoquance No i ' P Ercpimtion t�tc � BY M' Pro" A) NO CHANGES THIS SHEET JR -03118115 m B) NO CHANGES THIS SHEET a JR -01/24116 v a 4 > Y m Ln N cm i 2LLtoLL m X d XS2 p-ZILI m O t aMO o> OY �_ a Z D- Z v N LL LL D Z Q co It O 1"45 O = N Z fA Z U Won If LL g L0 Z Z> I.L. op�,1 •�soa lauds ' f 1.1; � .7 Lu_ A. LYNN MILLER, P.E. P.E.B 58705 INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. EDGE DISTANCE 2X WOOD CONCRETE BUCKSTRIP PER ANCHOR OR FRAMINQ REQUIREMENT „ • . sD114* BEDMENT SEE NOTE 2, THIS SHEET 1X WOOD BUCKSTRIP, SEE NOTE 2. THIS SHEET. HIM 11 hivAtill VISIBLE LIGHT iiF� I DOOR FRAME i2lm 11 �/�a, , r INSTALLATION NOTES: V `�' I U l TYP. ANCHOR TABLE 1. SHEET 1. FOLLOW EMBEDMENT AND EDGE DISTANCE INSTALLATION I TYPE, EMBEDMENT ANY SIDE OF THE DOOR, SIDELITE OR TRANSOM. UV_ XT 02 in O 1 I I 29 AND EDGE DISTANCE PER ANCHOR TYPE, OPTION 2 1 WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED OPTION 1 j 22 23 EDMENT AND EDGESURSTR INSTALLATION ANCHORS T* I 1 1-112' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE SEE FLUSHBOLT 1, E�. ONCE PER SUBSTRATE, 24 T APPROVED BY THE AUTHORITY HAVING JURISDICTION. DETAIL, SHEET 12 I SABLE 1, SHEET 1. AVOID 2 0 SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE 0 — IFERENCE WITH FULL LENS 114' MAX. SH! 4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR. o W )SING ANCHOR BY SYSTEM. 2X WOOD BUCKSTRIP 114' MAX. SHIM OR )SING THE CORRECT OR FRAMING, SEE j Lo NOTE 2. THIS SHEET SUBSTRATE, SEE iTH OR STAGGERINGA 23 EDGE DISTANCE{ TABLE 1. SHEET I. DETAIL IQ LTIONS. L A LENGTH 11 hivAtill VISIBLE LIGHT iiF� I DOOR FRAME i2lm 11 �/�a, , r INSTALLATION NOTES: `�' 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON EXTERIOR �1 1, DETAIL JQ TABLE 1. SHEET 1. FOLLOW EMBEDMENT AND EDGE DISTANCE INSTALLATION LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON TYP. ANCHOR ANY SIDE OF THE DOOR, SIDELITE OR TRANSOM. UV_ XT 02 in O j 1 2) WOOD BUCKS DEPICTED ON THIS SHEET AS'1X'. ARE INSTALLATION *i BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'.1X OPTION 2 I 1 WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED OPTION 1 j 22 23 DIRECTLY TO MASONRY. WOOD BUCKS DEPICTED AS -2r ARE INSTALLATION ANCHORS o Qo) 1-112' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE INTO 2X WOOD. DISTANCE PER OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS 24 T APPROVED BY THE AUTHORITY HAVING JURISDICTION. 29 I 3) FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER 2 0 SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE 0 — FRAME OF THE DOOR, SIDELITE OR TRANSOM. FULL LENS 114' MAX. SH! 4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR. o W SIDELITE. TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. 2X WOOD BUCKSTRIP 114' MAX. SHIM OR DISTANCE PER OR FRAMING, SEE 0) Z Lo NOTE 2. THIS SHEET SUBSTRATE, SEE •asaQ 23 EDGE DISTANCE{ INSTALLATION OPTION 4 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO 2X WOOD. j EDGE DISTANCE EMBEDMENT I 1X WOOD BUCKSTRIP, SEE NOTE 2. THIS SHEET. 114' MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. DETAILQ SIDELITE/ TRANSOM WINDOW FRAME VISIBLE LIGHT HEIGHT HEIGHT(DLO) V41 I 1'ROOLICT REVISW m wmoyins with me Fiaidn pal ppumm No _ i0•04 Byexxf++ Miami A) NO CHANGES THIS SHEET JR -03118115 m B) NO CHANGES THIS SHEET JR -01124H8 OLoLo 14taIOO CD N N j Y 3 0 O ui m waa DETAILQ yU t o 8 INSTALLATION 6 TYP. ANCHOR UV_ XT 02 in O ON TYPE. EMBEDMENT 1cq OPTION 2 QZ IL AND EDGE INSTALLATION o Qo) Q DISTANCE PER ANCHORS DIRECTLY 29 SUBSTRATE. SEE TYP. ANCHOR INTO MASONRY. OQ U 0 TABLE 1. SHEET 1. TYPE, EMBEDMENT w aro o W ANO EDGE z 114' MAX. SHIM OR DISTANCE PER 0) Z Lo 3.4 KSI NOW SHRINK SUBSTRATE, SEE •asaQ 23 NONMETALLIC TABLE 1. SHEET I. GROUT - FULL L LENGTH EMBEDMENT CONCRETE PER EMBEDMENT ANCHOR REQUIREMENT " ' •• EDGE DISTANCE 1'ROOLICT REVISW m wmoyins with me Fiaidn pal ppumm No _ i0•04 Byexxf++ Miami A) NO CHANGES THIS SHEET JR -03118115 m B) NO CHANGES THIS SHEET JR -01124H8 OLoLo 14taIOO CD N N j Y 3 0 O ui m waa yU t o 8 8 uM 6 UV_ XT 02 in O ON WZ �> pp 1cq QZ IL o Qo) Q 0.c � � 04 CO ;"q5 OQ U 0 Z a w aro o W gIn z G 0) Z LL aN!! •asaQ sauas :It?ir. • Y � •\C,•=l I ^tom .;i A. LYNN MILLER. P.E. P.E fi 58106 4.565" .500" Lf:]:f 1.000" OFRAME HEAD & JAMB J #20000.Rigid Cellular PVC 1.503' « •089' 3.564" ILL- --4- 1.o7s 5 HINGE STILE REINFORCEMENT #20013,6063-T6 4�z 1.99a• 1.359' Ogg INACTIVE S ASTRAGAL COVER 020004, Rigid PVC 3.925' ---� .OTS' 1.37 0 5 2 FRAME SILL #20001, Rigid PVC �•+• 1.500' �{ .089' 3.518' 9 LM LMI --I .888' �- TOP & BOTTOM RAIL REINFORCEMENT #20014,6063-T6 -LI.140" �•�- -� 1.140' �+ .2-8+111 Il* .281 ��, 060' ! I BEVELED 80200M, OGEE 14BEAR BEAD #20005, Rigid PVC Rigid PVC 4.922' 187• 312 1.759" -ti 3 PANEL RAIL & STILE #20002, Rigid Cellular PVC 1.450" iq 610" .070" 1 FRAME SC COVER #20007, Rigid PVC �-- 2.281' .58r U 0Q 1.457075' D OSIDELITE ADAPTER #20003, Rigid PVC GINACTIVE )020017.6063-T6ASTRAGAL .374' 4.561' .100' tow 1O 1"FRENCH POOR MULLION #20022, 6063-T6 7 .075' 0 n 2.488" 2.146' -�{ 761' .278' 1" MULLION CAP (t=, #20008, Rigid PVC 3.518• .080" 3.518' ow -� 1.075• ul.� STILE ACTIVE aPANEL REINFORCEMENT a ASTRAGAL #20015,6063-T6 #20016,6063-T6 1.450" iq 610" .070" 1 FRAME SC COVER #20007, Rigid PVC �-- 2.281' .58r U 0Q 1.457075' D OSIDELITE ADAPTER #20003, Rigid PVC GINACTIVE )020017.6063-T6ASTRAGAL .374' 4.561' .100' tow 1O 1"FRENCH POOR MULLION #20022, 6063-T6 7 .075' 0 n ow 375'I �840'u1 343 TFC' 1.825" ADD-ON 17 FIN/FLANGE 1" MULLION CAP (t=, #20008, Rigid PVC Rigid PVC ,.258• .773' � .062 ACTIVccccE 19 ASTRAGAL COVER #20011, Rigid PVC 1.012' r -I .901' F�- -j �{ .632' .540' �j 935' 0.125' r- 2.2W �" 1.625' 1.041' 080' II � ..L I .930' Li �� w 500' 0c O50' •� .191' � -��- .063' .200' T SINGLE DOOR ANCHOR THRESHOLD I HINGE TRIM 7116" SQUARE 20 ASTRAGAL COVER @#19009, SILL CAP 23 PLATE 24 CAP 25 pRiP CAP 26 COVER 27 BEAD #20012, Rigid PVC Rigid PVC #19031, 6063-T6 #20020, 6063-T6 #20021, 6063-T6 #20023, Rigid PVC #20047, Rigid PVC ALL RIGID AND RIGID CELLULAR PVC BY VISION EXTRUSIONS, LTD. PRODUCTREVL8ED as c mpiyln= with the Florida 1 AcMtw 16-011(p.1l Praam 'cA) NO CHANGES THIS SHEET a JR -03118115 m B) ADDED PART #27 a JR -01124!16 u 0 Y m O � d too N O Uj O� N W "'w z tt7 LL N V U XUJI 6 H ZZ m O t ori a++o O> .0 rn �z az .., J O Q u - O o a 0 »a�S Q) ? Q etwS a LL m U Z 5 w ager 'asap sa!ia4 t vtyrl At,', '- , 7Z. -7-'T' A. LYNN MXLER, P.E. P.E f 58705 TABLE 11: # POT Part 0 Description Naterlal 1 - M Dm & SkMKWftmm Mstln Franca C 2 20001 Door Frame SW Riffid PVC 9 20002 Panel Sth 8 RM Cellar PVC 4 .... Sideft Adapter ftm PVC 5 20015 Kmgs StOe ReblutrcerneM Alum.. W03-78 8 20014 Panel Rao Ralnbrtorrwr4 Alum .6083-T5 7 20015 Parol Stle Reudorcemont Alum 8089.78 S 20016 Acthe AstrugW Rigid PVC 9 20017 k=Uw AWagd Rigid PVC 10 20022 1- Fdsreh Door Mulllm Mari. T6 13 20004 Ytacdw AstraW Com PVC 1 20003 1.11 Bead PVC 151 20000 1.1116' Ops Bead PVC 10 20007 Screw Covet Id PVC 17 20006 Add-on FINFlange R ld PVC 15 2000r Mddiork ca PVC 19 20011 At6ve As Cover ft PVC 20 20012 Single Door Astragal Cam ftid PVC 22 20015 Sill Screw Corer Rigid PVC 23 11-001 Anchor Plate Ahmra. 6063-78 241 2002D IThroshoid Cover Akm. 6083-76 25 20021 Drip m PVC 28 20023TMn Cover Rigid PVC 27 20047 7/18- Squaw Bad PVC 28 V Fin Wbalflamutp CC v 28 167V3 FamwW •orae 31 714FPT41 9Scew 014 X 1-1/r PhFH16.W O.0 Stse! 321 7S101X jFrams,4pWv. Slab Scram. 010 X 1' Ph. Fol, 25.0.C. Stalyds s Shoal 33I 7MFK410 lReInImmont Screw. #8X1' Ph. FH. "rO.C. slaw"& Steel 34 TIOWPAX Frame Asn Screw. 810X2' Ph FH St s Ston! 33 714FPT41 WW Slab Amontly Screw. 014 X 1.112' Ph. FH Stations Stew 301 71420)¢.25 NW S -ab Screw. 814 X2 -V4- PR FH Stainless Sea! 37I TPS Spm System 3111 Cetdrnal XL E�o REE 391 Quanex 0=5011 spacer, alts SealaM/Oealcant 40 - - 82689 Cuma.3 ar. Fam EPDM w/ Dnslocant 411 Sottft Block. 85 M- 5 duo. mi 42 Dan995 or GE -7700 8ticedx 43 Argan Gas M SHL5140 Hot Melt Butyl 45 1552 So ebck 8175' x 4- x 3118', 85 +1.5 dura. ne 48 1814 se clock V2' x 1- x 116•, 55 w. 5 dare. I Romn, 47 -73 see Hard+Mrs 80111. Table 12, Shoat 12 1901:20033 i -%W AstrVel CIP Acetal 1911 lAc" Astragal Ca Acetaf ALL RIGID PVC AND RIGID CELLULAR PVC BY VISION EXTRUSIONS. LTD. ANCHOR O.C. DIMENSIONS SHOWN AS MAXIMUM. DAYLITE OPENING (DLO) SIZES WHEN USING PART 0 3: (WIDE RAILS OR STILES) X DOOR FRAME HEIGHT -12.1 a DLO HEIGHT X DOOR FRAME WIDTH -12.3 = DLO WIDTH (XX DOOR FRAME HEIGHT) -12.1= DLO HEIGHT (XX DOOR FRAME WIDTH /2)-11.5 a DLO WIDTH SLT/TR FRAME HEIGHT -12.1= DLO HEIGHT SLTRR FRAME WIDTH -12.1 a DLO WIDTH WHEN USING PART 0 4: (NARROW RAILS OR STILES) SLTRR FRAME HEIGHT 4.8 = DLO HEIGHT SLTITR FRAME WIDTH - 4.8 s DLO WIDTH DOOR JAMS DOOR JAMB DOOR HEAD DOOR PANEL HEAD HINGE STILE DOOR PANEL LOCK STILE INSTALLATION ANCHOR INTERIOR 72 SIDELIE/TRANSOM 34 JAMB W/NARROW FRAME SIDELITENRANSOM SILL WMIDE FRAME (HEAD SIMILAR) A 191ODUCT RSVL58D as cemoyin wish me "adds BkdslamaCodo %G-0AcaepraaceNo 'O Lxp(>ot §0 By Miakn) I'rodtxt A) ADDED #W - JR - 0318115 m B) ADDED PARTS #27,045 & #46 JR -01/24118 a s 1 S CO m �a 0 N t4 Aa* -2a WU O 2 OD I— w m p oN Delo �> Op v �.r �z a y N in 0 CO LL 0 �0® a a o $ U H z Q W G alooS !L' tL W Lf)O in do V Z S CC v LL. a/i!.1 •orae saua LYNN MILLER, P.E. P.E.# 58705 HARDWARE DETAILS & LOCATIONS n 7-49 62.63 EQUALLY- SPACED QUALLYSPACED / 67 / �'�4749 / E 53.64 EQUALLY- o SPACED O \ o \ 4,r EQUALLY- MAX. SPACED\ \MAX 8• _ . MAX. "X" CONFIGURATION # POT Part# Deacriptlon Material m -nab 1 P3000 3 -PT Rhino ), Amesbury Inc. Ma n ass St 48 666032702 P3000 3 -PT Rhino Lock (over M. Amesbury Inc. Stainless Steel 49 71032X1FPFX Rhino Lock Screw 10.32 X 1" Phil. FH Stainless Steol 521 20027 Adjustable Strike Plate Assemb , Amesbury Inc. Stainless Steel 531 20028 Center Strike Plate Assembly, Amesbury Inc. Stainless Steel 541 7S101X Strike Plate Screw, Qq: 410 X 1" Phil. FH 410 S.S. 551 7SX12PFHUX Strike Plate Screw. : #8 X 112" Phil. FH 410 S.S. 601 7SB1202 Flush Bolt QN Lu F- Z0 O d W • Y- 611 7803725 Flash Boit Rod 'JAN 621 420034 Flush Bolt Guide ()00 M rn 63 78=12FPXP Flush Bots Guide Screw: 8.32 X 1/Y Phil. FH 64 48033N Guide Pin ,L 0 N 65 78036 Flush Boli Strike Plate , Amesbury Inc. Stainless Steel 66 7832X12FPXP Flush Bolt Strike Plate Screw, ()00: 98 X314" Phil. FH 410 S.S. 67 varies Handle/Lew 68 vales Dummy HandlelLever a 70 20025 Butt Hinge, Amesbury Inc. Stainless Steel 71 71032XIFPFX Knge. Slab Screw: #1032 X 1' Phil FH Stainless Steel 1721 7S101X KuVe. Frame Screw: #10X 1" Phil. FH Stainless Steel �i Y m -nab 0 0100 L6 a (Y � GGG Z ll. C04�-1� s uwP�Q d ")X" CONFIGURATION \ 61 SEE DETAIL, TOP LOCK SIMILAR HINGE DETAIL• ens• BEYOND PANEL 7073 W PRODUCT REVISED as cwnptyiEn6 with a Florida ewA �No 1%�CI A) NO CHANGES THIS SHEET JR -03/16N8 B) NO CHANGES THIS SHEET a JR -01/24/16 v 'u Y m -nab 0 0100 L6 (9 N N 0�1 � (Y � GGG Z ll. C04�-1� s uwP�Q d La Lu F- Z0 O d W • Y- 'JAN ^> d 0 a z a z _It.__ M rn Qo -1 ,L 0 N � H ® O raa4S a � O U to Z W d 110-ISIX U. O LL z Lo ti Z w d LL � O a17� •xap sauaS A. LYNN MILLER, P.E. P.E.# 58705 COUNTY MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175.2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www. mi amIdada.gov/economy Wayne Dalton a Div. of Overhead Door Corporation 3395 Addison Drive Pensacola, FL 32514 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Code 2350 Insulated Steel Sectional Garage Door lip to 18'-2" Wide x 8'-0" High with Optional Impact Resistant Glazing APPROVAL DOCUMENT: Drawing No. 353188, titled "Windload Specification Option Code 2350", sheets 1 through 7 of 7, dated 04/09/2014, prepared by Overhead Door Corporation, signed and seated by Mark A. Sawicki, P.E. on 01/07/2016, bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing addresses in Pensacola, FL or Mt. Hope, OH, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. LIMITATION: This door has not been tested for air infiltration. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature, If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA k 14-0204.09 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 16-0119.07 Expiration Date: November 27,2019 Approval Date: May 19, 2016 OS/1 U(" 16 Page 1 Wayne Dalton a Div. of Overhead Door Coraorati.on NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 353188, titled "Windload Specification Option Code 2350", sheets 1 through 7 of 7, -dated 04/09/2014, prepared by Overhead Door Corporation, signed and sealed by Mark A. Sawicki, P.E. on 01/07/2016. B. TESTS "Submitted under NOA # 14-0204.09" 1. Addendum letter to Architectural Testing's test report # C9364.01401-18, dated 07/07/2014, signed and sealed! by Vinu J. Abraham, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202=94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC, TAS 202-94 5) Tensile Test per ASTM E8 along with marked -up drawings and installation diagram of Series 8300, Option Code 2253 (2350),181213x 8', Sectional Garage Doors, prepared by Architectural Testing, Inc., Test Report No. C9364.01-801-18, dated 10/02/2013, signed and sealed by Vinu J. Abraham, P.E. 3. Test report on Salt Fog Spray per ASTM B 117 prepared by Environmental Testing Laboratory, Inc., Test Report No. 12732, dated 06/22/2013, signed by Brady Richard. C. CALCULATIONS "Submitted under NOA # 14-0204.09" 1. Structural and anchor calculations prepared by Overhead Door Corporation, dated 06/26/2014, signed and sealed by Mark A. Sawicki, P.E. 2. Structural and anchor calculations prepared by Overhead Door Corporation, dated 01 /28/2014, signed and sealed by Mark A. Sawicki, P.E. D. - QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) Carlos M. Utrera, P.E. Product Control Examiner NOA No. 16-0119.07 Expiration Date: November 27, 2019 Approval Date: May 19, 2016 E-1 WUne Dalton a Div. of Overhead Door Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS "'Submitted under NDA # 14-0204.09" 1. Test report on flame spread and smoke developed of BASF polyurethane foam per ASTM E84, Test Report # RJ1980-3, dated 07/20/2012, prepared by QAI Laboratories, signed by Greg Banasky. 2. Test report on ignition temperature of BASF polyurethane foam per ASTM D1929, Test Report # 01.17794.01.304, dated 12/20/2012, prepared by Southwest Research Institute, signed by Matthew S. Blais. 3. Notice of Acceptance No. 12-0605.05 issued to Bayer MaterialScience LLC (MA) for its Makrolon Polycarbonate Sheets,; approved on 12/06/2012 and expiring on 08/2712017. -7. STATEMENTS 1. Statement letter of code conformance to the 51' edition (2014) FBC issued by Overhead Door Corporation, dated 01/06/2016, signed and sealed by Mark A. Sawicki, P.E. "Submitted under NOA # 14-0204.09" 2. Statement letter of code conformance to 2010 FBC issued by Overhead Door Corporation, dated 01/24/2014, signed and sealed by Mark A. Sawicki, P.E. 3. 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V)(3aT N 0 CL \z ♦♦i v,a �i A)"tuo a 0.2+ 1- - ki �`• l� �♦�?y F �.`0-64 0 INVA ��n�r N N boo Tl- vl- 0 '� co jll® « §�Ew IfILEE r 1000 0 TOP LOCK PLATE 1020 CO G-60 H.D.G. r- u• --� Fr -- r I I L� oar w, .-Ar TOP PLATE EXTENSION JQ20 CO G-60 H.D.G. 01 10 I I 01 10 ala• .00r wN HEADER LOCK BRACKET_ 1Q?0 CO G-60 H.D.G. ser i1 car Val -+ •ar LOCK STRAP 1020 CO G-60 _H.D.1 .Yif A YOt00. .! as s It." n n naa u rt gem 7a• n 6063 T-6 ALUMINUM INNER POST a HALF HINGE HOT DIPPED GALVANIZED STEEL HITCH PIN 1020 CO G-60 H.D.G. 1 ,.5,• .,rr sw i Is 0 0 L BOTTOM LOCK PLATE 1020 CO G-60 H.D.G. .7I-9590 a�I/ florid i00as 4500/4550/ CO/MW/a=/5150/5200/rus,s/ruus �Mml Z) w CRAYMO PART NO. WINDLOAD SPECIFICATION OPTION CODE 2350 1 353188 (5) -SECTION DOORS WITH (9) 3" 18 GA 80 KSI U—BARS LOCATED AS SHOWN (4) SECTION DOORS WITH (7) 3" 18 GA 80 KSI U—BARS LOCATED AS SHOWN va"& Storm PC 2 f0 11-%11101s`9 : 2m R a a K ,am HEADER L TO SECUR POST FOR CORROSIOI CHAINS. T HALF HINT BOTTOM C STORAGE POST SYSTEM STORAGE NOTE: POST SYSTEM SHALL BE STORED IN A CONVENIENT LOCATION AS CLOSE TO GARAGE DOOR AS POSSIBLE. MAX SPACING OF ANCHORS/SCREWS PER JAMB (IN) NTO HD8'SCREWSANCHORON NTO X LONG ,1�11111111/�� � l LAG SCRWiim' LAG E MINIMUM 2000 PSI r�%%LY6 7 613 •; ' I Z7 STAT OF ALL U—BARS SHALL BE WITH 0. ; ��� ATTACHED (2) ;,;k P.6 �� �S•�� 1/4-14x7/8 SELF •..... ?�� ONAf1 ���� s DRILLING CRIMPTITE SCREWS AT EACH HINGE LOCATION AND BETWEEN ALL END HINGES AND INTERMEDIATE HINGES, A MINIMUM OF (22) FASTENERS ARE TO BE USED. va"& Storm PC 2 f0 11-%11101s`9 : 2m R a a K ,am HEADER L TO SECUR POST FOR CORROSIOI CHAINS. T HALF HINT BOTTOM C STORAGE POST SYSTEM STORAGE NOTE: POST SYSTEM SHALL BE STORED IN A CONVENIENT LOCATION AS CLOSE TO GARAGE DOOR AS POSSIBLE. MAX SPACING OF ANCHORS/SCREWS PER JAMB (IN) NTO HD8'SCREWSANCHORON NTO X LONG HDBSCREWSANCH RON LAG SCRWiim' LAG E MINIMUM 2000 PSI MINIMUM 2000 PSI CONCRETE' GROUT FILLED CMU"°"' 24 24 24 1. BASED ON 3/8" SIMPSON TITEN HEAVY DUTY SCREW ANCHOR WITH A 1" O.D. WASHER INTO CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2--3/4" AND A MINIMUM EDGE DISTANCE OF 2-3/4". 2. BASED ON 3/8" SIMPSON TITEN HEAVY DUTY SCREW ANCHOR WITH A 1" O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4", A MINIMUM EDGE DISTANCE OF 4", AND A MINIMUM END DISTANCE OF 4". CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. BASED ON 3/8" DIAMETER x 3" LONG LAG SCREWS WITH 1" O.D. WASHERS WITH A 1-9/32" THREAD PENETRATION INTO SEASONED DRY WOOD SUPPORTING STRUCTURE. 4. PROVIDE QUANTITY OF SCREW ANCHORS OR LAG SCREWS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) SCREW ANCHORS OR LAG SCREWS PER JAMB. SCREW ANCHORS OR LAG SCREWS AT TOP AND BOTTOM OF JAMB SHALL BE ,PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 5. LOAD PER JAMB CALCULATED TO BE A MAXIMUM OF +130.8/-130.8 LBS PER FOOT. 6. CHART INCLUDES A SAFETY FACTOR OF 4. 7. DOOR JAMB TO BE MINIMUM 2x6 NO. 3 SOUTHERN PINE LUMBER (MIN) MOUNTED DIRECTLY TO SUPPORT STRUCTURE. 8-- DESIGN -OF THE SUPPORT- STRUCTURE SHALL BE THE SOLE_ RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE LOADS LISTED IN NOTE 5. 9. SCREW ANCHORS OR LAG SCREWS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. FROM= REVEM 00pm;olhv% homWorld/ Bullft Ae 6t W, B+Id�' 14 P.enfrld Wa*��}�• DESM •40.00 -57.00 MAX WAIN ,g_7- DATE gime 7ml PSF moa/ -moo MAX NEIG"i a• -O" AMef s/4/44 umlon IMPACT RATED (VM/W). YES MAX SCCflON NEKi 24- DAIS M� MooEEs 4550/4650/6=/&IW/aSW/5130/5200/USIS/n+$25SREEF 6 C 3m A00oOM Omw DRAYENG PART NSACOIw. FLORIDA 37311 WINDLOAO SPECIFICATION OPTION CODE 2350 353188 88l£9£ -oe iava OWJAV u 06£Z 3000 N011d0 NORV31.4103dS OYO'tONM os" ►,m vv=ori v 1vmOCOm vim NOSINV as „ L iars usei/srspu/opts/osrs/Ooso/ooro/ooOO/ossNoos► swoon ' x nvoW -�N . MUIS xvn Sax JOWS34 aRvL arra tavdnl �� ♦t/ • NK .o -a -umm xvn oo4t /ao'ss« iu) I= nvo I.t-xr moat xvn aozs /aoe>« Asa) rrsssa ria e� p aN aorald�oay i • 'S213HSYM '0'0 t,/I-L HIM SM3U3S OVI ONOI »£ x •Vla »8/£ (4) ANOV288 J 3NId NH3H1nOS N30I U30V3H IJ £# 9XZ nnNIINIYV 113 -Ilvm T'= '»t+ AO 33NV1S10 »�'/£-Z d0 30NViSIO 3903 NInINININI V CNV »-P/£-Z 3903 Ihniumvt V aNV »b/£ -Z JO H1d30 1N3Wa3HW3 WNIINIIN V ONV 30 H1d30 1N31Na38N13 NInVIINIYN V ONY 83HSVM '0'0 V RUM 2OADNV u3HSVM '0'0 „t►/l-1 V H1IM NOHONV M383S ON N3111 NOSdNIIS „8/2 {tr) MUOS ON N3111 NOSdNIIS »9/£- (Z) •• .Nat ly Ar »� •838rinl N38Ntm 13NOVM8 3NId N83H1nOS 13N3V88 3NId N83HLnOS N30I 430V3H -1 £# 9xZ YNnNIINIYI NODI N30V3H 3J £ 9XZ YmAINIiN �t��urrrrrr sivri js • Com.• d �'Y d0 31d1S 817 449P, 0�i �� �3^• ' ����� •�W31`' S ONIONo3NGH 1SOd IVOI1a3A 110.E O3=03H — £ (INV 'Z 't SIIV130 33S vn .9 I WCM XYn •7Jt • • 'NAvini 3NId N83HLnOS o 9XZ NInvilNIN L 133HS 3113V1 83d S83N31SV3 ' aora nvrnn Ll •�W31`' S ONIONo3NGH 1SOd IVOI1a3A 110.E O3=03H — £ (INV 'Z 't SIIV130 33S vn .9 I Page 1 of 3 Professional Regulation Z MEMM SCIS Home LN 1. i User Reglstretlon Hot Tapia Submit Surcharge stats & Facts Publkations 1 FBC Sun 'i BaS Site Mao Links Search Florida Product Approval pr U USER: Public User P iict Aoorcval Menu > Pro ud or Aoalkatloa Search > APPlkation List > APPlicntian Debit FL # FL16103-R7 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Ply Gem Windows 433 N. Main St. Rocky Mount, VA 24151 (540) 484-6271 ablomberg@plygemwindows.com Adam Blomberg ablomberg@plygemwindows.com Windows Single Hung Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard AAMA 506 AAMA 506 AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 Year 2006 2008 2005 2008 v'1 affirm that there are no changes in the new Florida Building Code which affect my product(s) and my products) are In compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A Product Approval Method FL16103 R7 COC SA16103 SS 2015-05-05.odf Method 1 Option A 11/3/2016 Page 2 of 3 Date Submitted 05/06/2015 Date Validated 05/06/2015 Date Pending FBC Approval Certification Agency Certificate Date Approved 05/17/2015 Date Revised 10/27/2016 Summary of Products FL # Model, Number or Name Description 16103.1 Ply Gem 1500 Single Hung, Non -Impact (Alt. Substrates) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16103 R7 C CAC N1011350.01.2df Approved for use outside HVHZ: Yes FL16103 R7 C CAC NI011350.02.0f Impact Resistant: No FL16103 R7 C CAC NI011350.04.0df Design Pressure: N/A FL16103 R7 C CAC NI011350.05-R1.Ddf Other: Refer to Installation detail for sizes, configurations FL16103 R7 C CAC N1011350.06.pdf and ratings. FL16103 R7 C CAC NI011350.07.odf FL16103 R7 C GAC NI011350.08-R1.Ddf FL16103 R7 C CAC NI011350.10.12df FL16103 R7 C CAC NI011350.11-R1.Ddf FL16103 R7 C CAC N1011350.16.gdf FL16103 R7 C CAC N1011350.17.odf FL16103 R7 C CAC NI011350.18.1df FL16103 R7 C CAC N1011350.19.odf FL16103 R7 C CAC NI011350.20.pddf FL16103 R7 C CAC NI011350.21.0ddf FL16103 R7 C CAC NI011350.22.Ddf FL16103 R7 C CAC NI011350.25.12df Quality Assurance Contract Expiration Date 09/30/2016 Installation Instructions FL16103 R7 II PGW181 SS.2df Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL16103 R7 AE PER3237 SS.odf Created by Independent Third Party: Yes 16103.2 Ply Gem 1500 Single Hung, Non -Impact (As Tested) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16103 R7 C CAC NI011350.01,odf Approved for use outside HVHZ: Yes FL16103 R7 C CAC NI011350.02.g_df Impact Resistant: No FL16103 R7 C CAC N1011350.04.2df Design Pressure: N/A FL16103 R7 C CAC N1011350.05-R1.2df Other: Refer to installation detail for sizes, configurations FL16103 R7 C CAC NI011350.06.Ddf and ratings. FL16103 R7 C CAC NI011350.07.oddf FL16103 R7 C CAC N1011350.08-Rl.p_df FL16103 R7 C CAC NI011350.10.1df FL16103 R7 C CAC NI011350.11-RI.odf FL16103 R7 C CAC N1011350.16.odf FL16103 R7 C CAC NI011350.17.pdf FL16103 R7 C CAC NI011350.18.Ddf FL16103 R7 C CAC NI011350.19.odf FL16103 R7 C CAC NI011350.20.2df FL16103 R7 C CAC NI011350.21.odf F116103 R7 C CAC N1011350.22.pdf FL16103 R7 C CAC NI011350.25.odf Quality Assurance Contract Expiration Date 09/30/2016 Installation Instructions FL16103 R7 II PGW182 AT.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 16103.3 1 Ply Gem 1500 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Refer to installation detail for sizes, configurations and ratings. Single Hung, Impact (Alt. Substrates) Certification Agency Certificate FL16103 R7 C CAC NI011350 14-signed.12df FL16103 R7 C CAC NI011350.12.Ddf FL16103 R7 C CAC N1011350.24.pdf Quality Assurance Contract Expiration Date 11/30/2016 Installation Instructions FL16103 R7 II PGW183 SS 2014-01-31.odf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports 11/3/2016 116103.4 1 Ply Gem 1500 1 Single Hung, Impact (As Tested) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Refer to Installation detail for sizes, configurations and ratings. Page 3 of 3 Yes Certification Agency Certificate FL16103 R7 C CAC NIO11350 14 -sinned odf FL16103 R7 C CAC N1011350 12 odf FL16103 R7 C CAC NI011350.24.pdf Quality Assurance Contract Expiration Date 11/30/2016 Installation Instructions FL16103 R7 II PGWI84 AT 2014-01-31.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 6acN Ne[t contact us :: 2601 B a r Smne Road TallaM1assee FL 32399 Phone: 850-487-1824 The State of pence is an W EEC, empbyen CoovrioM1t ]007-2013 State of Floritla.:: NNacv Statement :: Accesslblllty statement :: Refund statement Under Florida law, email addresses are public recants. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail m this entity. InsttaQ 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 he used for official communication with the licensee. Ituwever 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 he made available to the public. 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Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived ._- Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 (909) 349-2927 pi n gsheng.zh u @ja mesha rd ie. com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardle.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 (909) 349-2927 pingsheng.zhu@jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 (909) 349-2927 pingsheng.zhu@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Certification Mark or Listing Certification Agency Intertek Testing Services NA, Inc. Validated By John Southard, P.E. IJ Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2002 ASTM E136 2004 ASTM E330 2002 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Approved Certification Agency Florida Licensed Professional Engineer or Architect FL10477 R4 Eouiv ASTM O1186FL10477 R4 ASTM 01186 EaulvalencyW FL 477 R4 Eauiv ASTM E136 Foulvalencyi ne df 11/3/2016 Page 2 of 2 Product Approval Method Method 1 Option A Date Submitted 05/10/2016 Date Validated 06/16/2016 Date Pending FBC Approval Approved for use in HVHZ: Yes Date Approved 06/19/2016 Date Revised 11/01/2016 Summary of Products FL # Model, Number or Name Description 10477.1 Artisan® Lap Siding 5/8 Inch thick fiber -cement horizontal lap siding with tounge and groove end Joints. Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL10477 R4 C CAC Adlan Lao and V -Rustic ATM.udf FL10477 R4 C CAC Miami Dade NOA 15-0122.03.0df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No Design Pressure: N/A 01/01/2017 Other: For use in HVHZ install in accordance with Miami Installation Instructions Dade County Florida NOA 15-0122.03; For use outside HVHZ FL10477 R4 II Artisan Installation Irstructioij,pdf FL10477 R4 ti Miami Dade NOA 15-0122.03.odf Install in accordance with manufacturer's installation Verified By: Intertek Testing Services NA, Inc. Instructions. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 10477.2 Artisan® V -Rustic Siding 5/8 inch thick fiber -cement siding with interlocking horizontal and vertical joints Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL10477 R4 C CAC Artian Lap and V -Rustic ATM.Pdf Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: No 01/01/2017 Design Pressure: N/A Installation Instructions Other: FL10477 R4 11 Artisan V -rustic installation.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Beek Next Contact us :: 2601 Blair Stone Road, Tallahassee FL 31399 Phone: 850-087-1024 The Stale of Florida k an AA/EEO employer. Copvdaht 2007-2013 Slate of Florida.:: privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact me office, by phone or by traditional mail. If you have any questions, please contact 850.487.1395, -pursuant to Section 455.275(1), Florida Stites, effective Oca her 1, 2012, acamees 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 to Ikensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accept: 91 ® E� E Credit Card Safe 11/3/2016 MIAMI•DADE:. c a WE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE James Hardie Building Product, Inc. 10901 Elm Avenue Fontana, CA 92337 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T(786)315-2590 F(786)315-2599 mvw.mia midade.eov/economy SCOPE: This NOA is being issued trader the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Artisan Lap Sitting APPROVAL DOCUMENT: Drawing No. 2008-8-7.vsd, titled " Artisan Lap Siding ", sheets 1 through 4 of 4, prepared by Ronald 1. Ogawa, P.E., dated August 07, 2008, last revision #1 dated August 27, 2008, signed and sealed by Ronald I. Ogawa, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA ntunber preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 12-0517.05 and consists of this page 1, evidence submitted pages E-1 & E-2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. MRlcar, P.E., M.S. NOA No. 15.0122.03 MIAM D DE COUN ..., ,® EpvDate: 10/02/2018 A UUU Approprovalal Date: 04/16/2015 04 //4 /20 I V- Page 1 James Hardie Building Product, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0514.11. A. DRAWINGS 1. Drawing No. 2008-8-7. vsd, titled " Artisan Lap Siding ", sheets I through 4 of 4, prepared by Ronald I. Ogawa, P. E., dated August 07, 2008, last revision #1 dated August 27, 2008, signed and sealed by Ronald 1. Ogampa, P. E. B. TESTS 1. Test Report #MID3137643-01, by Inlerlek ETL Semka, dated January 30, 2008, per TAS 202 and TAS 203, signed and secrled.by Rick Curkeet, P.E. 2. Test Report #MID3137643-03, by Intertek ETL Semko, dated April 16, 2008, per TAS 202 and TAS 203, signed and sealed by Rick Ctmkeet, P.E. 3. Test Report #3097158-009B, by Intertek ETL Semko, dated May 04, 2007, per Acceptance Criteria for Fiber Cement Siding used as Exterior YYall Siding, signed and sealed by Kai Kooner, EIT. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE I. By Miami --Dade Coitnty Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. Test Report #3099611 SAT -001, by Intertek ETL Semko, dated June.28, 2006, per ASTM E84-05, Sltiface Bilrning Characteristics of Building Materials, signed by C. Anthony Penalozo, Flammability Testing Team Leader. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0517.05 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. y A. Makar, P.E., M.S. Prod net Control Unit Supervisor NOA No. 15-0122.03 Expiration Date: 10/02/2018 Approval Date: 04/16/2015 E-1 James Hardie Building Product, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. F. OTHERS 1. Florida Building Code, 2014 edition, compliance letter issued by R. I. Ogawa & Associates, Inc., dated March 17, 2015, signed and sealed by R. I. Ogawa, P. E. H&fiy A. Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 15-0122.03 Expiration Date: 10/02/2018 Approval Date: 04/16/2015 E-2 11:10 L SOOZ/L/e Nnea I .0-.L =..= P•^'<9aa2d�ledsl agar-voN.aaO wept y ON 9ND oW woca >h qo(;c uol,:gdwn uo pug uo.,Mmb 41,im paumry aq rano pue ra OSWEVA —%JEPWM Aue u! 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Login I User Reglstration Mot Topics Submit Surcharge Sta%&Fads Publications FBCSWff eCISSltewan Links Search dF'f'apr Product Approval USER: Public User Product Approval Menu > Product or AODlicatlon Search > Aoolicauon Ust> Application Detail FL # FL18355-R2 - Application Type Revision Code Version 2014 Application Status Approved Comments Archived — Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 (417) 624-6644 Ext 2305 kerri_eden@tamko.com Authorized Signature Kerri Eden kerd_eden@tamko.com Technical Representative Address/Phone/Email 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 Zachary R. Priest the Evaluation Report Florida License PE -74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden R. Validation Checklist - Hardcopy Received Certificate of Independence FLIB355 R2 COI TBP15001 2 FBC 2014 Product Evaluation Report Shingles odf Referenced Standard and Year (of Standard) Standard ASTM D 3161 ASTM D 3462 ASTMD D 7158 TAS 100 Equivalence of Product Standards Certified By Sections from the Code Year 2009 2009 2008 1995 11/3/2016 Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 12/16/2015 Date Validated 12/18/2015 Date Pending FBC Approval 12/19/2015 Date Approved 02/10/2016 Summary of Products FL At Model, Number or Name Description 18355.1 Glass -Seal, Elite Glass -Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles Heritage, Heritage Premium, Heritage Woodgate, Heritage Vintage, Hip and Ridge, and Vintage Hip and Ridge Shingles Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL18355 R2 II TBP15001.2 FOC 2014 Product Report Shinales.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest PE -74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL18355 R2 AE TBP15001.2 FBC 2014 Product Evaluation Report Shinules.odf Created by Independent Third Party: Yes Back Nea[ contact us :: 1601 Blair Stone Raaf- Tanaha•zee FL nT+99 Phone: 850-487-1824 The State of nonce Is an AA/EEO employer. Coovdoht 2007-2013 State of Flores.:: Privacy Statement :: Accsssm biry Statement :: Refund Statement Under Florda law, email addresses are public records. If you do not want your e-mail address released in response to a publiorecmds request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Flonda Statutes, eRective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address It they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. It you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click hi,,,. Product Approval Accepts: ® ® El E �off-TellIL4f To SCCUilf}'METRICS' 11/3/2016 CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES. LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE ST" EDITION Manufacturer: TAMKO BUILDING PRODUCTS 220 West 0 Street Joplin, MO 64801 (417)624-6644 Manufacturing Plants: Joplin, MO Phillipsburg, KS Frederick, MD Dallas, TX Tuscaloosa, AL Quality Assurance: UL LLC (QUA9625) SCOPE Issued December 14, 2015 Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1507.2.5, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties, Wind Resistance, Wind Driven Rain REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies (TST5878) TAP -043-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -051-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -054-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -114-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -117-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -130-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -131-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -165-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -280-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -303-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -307-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -314-02-01 Rev 2 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -315-02-01 ASTM D 6381 2008(2013)ei PRI Construction Materials Technologies (TST5878) TAP -317-02-01 TAS 100 1995 UL LLC (TST9628) 02NK9507 ASTM D 3161 2009 UL LLC (rST9628) 04NK24366 ASTM D 3462 2009 UL LLC (TST9628) 05NK28006 ASTM D 6381 2008(2013)ei UL 2390 ASTM D 7158 2008d UL LLC (TST9628) 06NK03898 ASTM D 3161 2009 ASTM D 3462 2009 UL LLC (TST9628) OBCA59132 ASTM D 3161 2009 UL LLC (TST9628) 09NK07896 ASTM D 3161 2009 ASTM D 3462 2009 UL LLC (TST9628) 10CA50498 ASTM D 3462 2009 UL LLC (TST9628) 10CA64882 ASTM D 3161 2009 UL LLC (TST9628) 11NK14014 ASTM D 3161 2009 ASTM D 3462 2009 UL LLC (TST9628) 12CA24551 ASTM D 3161 2009 UL LLC (TST9628) 4786110543 ASTM D 6381 20011 UL LLC (TST9628) 4787043752 ASTM D 3161 2009 UL LLC (TST9628) 4787148748 ASTM D 7158 2008d ASTM D 3161 2009 ASTM D 3462 2009 TBP15001.2 FL18355-112 Page 1 of 11 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION Elite Glass -Seal@ 12-1/4' x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3 -tab (Frederick, Joplin & asphalt shingle with fiberglass mal coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass -Seal 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 34ab (Frederick & asphalt shingle with fiberglass mai coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass -Seal 12-1/4' x 36", ASTM D 7158, Class H self-sealing, 3 -tab asphalt shingle with fiberglass (Joplin) mat coated on both sides with asphalt and surfaced with ceramic granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Heritage@ 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas, Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Joplin, Phillipsburg & complying with ASTM D 3462. Tuscaloosa) Heritage@ Premium 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas, Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Phillipsburg & complying with ASTM D 3462. Tuscaloosa) Heritage@ Premium 12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage@ Vintage@ 17-1/2' x 40", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage@ Woodgate 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas & Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage@ Woodgate 12" x 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated architectural (Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Hip and Ridge Shingles 12-1/4' x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt (Frederick & Joplin) shingle surfaced with mineral granules complying with ASTM D 3462. Vintage@ Hip and Ridge 12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle (Phillipsburg) surfaced with mineral granules complying with ASTM D 3462. TBP15001.2 FL18355-R2 Page 2 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. G R EEK V TAMKO BUILDING PRODUCTS fi G G I` Asphalt Shingles TECHNICAL SERVICES. LLC INSTALLATION Elite Glass -Seal® Basic Wind Speed (V jt): Max. 194 mph (Frederick, Joplin & Basic Wind Speed (V�a): Max. 150 mph Tuscaloosa) Deck (HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 19/32 in. plywood or wood plank for Glass -Seal new construction; Min. 15/32 in. plywood existing (Frederick, Joplin (Non- construction. HVHZ) & Tuscaloosa) Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. Undedayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation (HVHZ): Installed with 5-1/8 inch exposure in accordance with RAS 115 and manufacturers published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5 -1/8 -inch exposure in accordance with FBC requirements and manufacturers published installation instructions. Shingles shall be attached using either "4 Nail Pattem" or'6 Nail Pattern" detailed below. Nailing Area Figure 1. Elite Glass -Seal & Glass -Seal 4 Nail Pattern (Non-HVHZ only) 1 011IN Butt Edge Figure 2. Elite Glass -Seal & Glass -Seal 6 Nail Pattern -70 5-1/8" 15-718" 5-1/8" TBP15001.2 FL18355-R2 Page 3 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ®CREEK TECHNICAL SERVICES, LLC Heritage® (Dallas, Frederick, Joplin, Phillipsburg & Tuscaloosa) Heritage® Premium (Dallas, Frederick Phillipsburg & Tuscaloosa) & Heritage® Woodgate (Dallas & Frederick) Basic Wind Speed (Vut): Basic Wind Speed (V d): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installed with 5-5/8 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5-5/8 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattem" or "6 Nail Pattern" detailed below. FASTENERS NAIL ZON E BOND EXPOi URE 1 " �-- 12-1 /2" �•- 12-3/8" --►�- 12-1 /2'11-►� L-1 " Figure 3. Heritage®, Heritage® Premium, and Heritage® Woodgate (Dallas) 4 Nail Pattem (non-HVHZ only) FASTENERS NAIL ZONE COMMON r BOND EXPOSURE 5-5/8" 1� h-7-1/2'ih-7-112"-►h- 7�8"�-7-1/2"-►h-7-112"-►� Figure 4. Heritage® & Heritage® Premium 6 Nail Pattern TBP15001.2 FL18355-R2 Page 4 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. MCREEK TECHNICAL SERVICES, LLC TAMKO BUILDING PRODUCTS Asphalt Shingles "'"" ZONE! MON BOND 1L-1 �7-1/2'+7-1/2'L47-3/8+-1/2+7-1/241 �-1 Figure 5. Heritage® Woodgate 6 Nail Pattern PAINT LINE, WrIP3i 6-1/8" 39-3/8" 0 Common Bond r io 1 Figure 6. Heritage®, Heritage(D Premium, & Heritage® Woodgate Alternate 6 Nail Pattern ACCEPTABLE FASTENER LOCATION DO NOT FASTEN ALONG EDGE OF COMMON BOND PREFERRED FASTENER LOCATION LZONE Figure 7. Heritage® (Tuscaloosa) Expanded Nail Zone Nail patterns from Figures 3, 4, and 6 may be placed in the nail zone as described above TBP15001.2 FL18355-R2 Page 5 of it This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Heritage® Premium Basic Wind Speed (Vm): (Frederick) Basic Wind Speed (Vmd): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturers application instructions when installing shingles at slopes greater than 21:12. . Installed with 5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. NAIL ZONE/ COMMON BOND �I I I 1 l l 1 l Il 1" �-- 11"—►� — 12" —+--11 1" Figure 8. Heritage® Premium (Frederick) 4 Nail Pattern (non-HVHZ only) FASTENERS 5" NAIL ZONE COMMON BOND 51 2" EXP SUR � E 5" Figure 9. Heritage® Premium (Frederick) 6 Nail Pattern TBP15001.2 FL18355-R2 Page 6 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Heritage® Woodgate Basic Wind Speed (Vat): (Frederick) Basic Wind Speed (V�): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (Non-HVHZ): 5-1/2" 1 TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or '6 Nail Pattern" detailed below. r --1T EXPOSURE 5" --L—j + 1'1=-� �— 11" —+-12-3/8"--+— 11" -- k-1" Figure 10. Heritage® Woodgate (Frederick) 4 Nail Pattern (non-HVHZ only) 5. ZONE/ NON BOND 1"-- I 9-1/2"-46-3-+-9-3/8"-�+3+9-1/2"-►I [1111-1" Figure 11. Heritage® Woodgate (Frederick) 6 Nail Pattern El BOND TBP15001.2 FL18355-R2 Page 7 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ®CREEK TECHNICAL SERVICES, LLC Heritage® Vintage® Basic Wind Speed (Vat): (Phillipsburg) Basic Wind Speed (Vwd): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installed with 5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation Instructions. Shingles shall be attached using either "5 Nail Pattem" or "6 Nail Pattern" detailed below. Figure 12. Heritage® Vintage® 5 Nail Pattern (non-HVHZ only) Mresue wcn Figure 13. Heritage® Vintage" 6 Nail Pattern TBP15001.2 FI -18355-R2 Page 8 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Hip & Ridge Basic Wind Speed (Vur): (Frederick & Joplin) Basic Wind Speed (V„d): Deck (HVHZ): Deck (Non-HVHZ): Undedayment: Min. slope: Installation: TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 In. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Installed with 5-1/8 inch exposure in accordance with the FBC and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction prevailing wind exposure Figure 1 to r 1 Fastener Figure 2 ;xposure Figure 14. Hip & Ridge (Frederick & Joplin) TBP15001.2 FL18355-R2 Page 9 of 11 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ®CREEK TECHNICAL SERVICES, LLC Vintage® Hip & Ridge Basic Wind Speed (Vat): (Phillipsburg) Basic Wind Speed (Vmd): Deck (HVHZ): Deck (Non-HVHZ): Undedayment: Min. slope: Installation: TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Installed with 5 inch exposure in accordance with the FBC and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction of prevailing wind exposure Figure 1 ` � 1 • C Fastener Figure 2 U - exposure rtgure 's Figure 15. Vintage® Hip & Ridge (Phillipsburg) TBP15001.2 FL78355-R2 Page 10 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ® GREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height of 33 -ft or less. 5) Deck substrates shall be dean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3, COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5� Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. O�,,G?PRGf// E N '. No 74021 •• STATE OF 9 � '4.�(cs c4 O R.I.....' CERTIFICATION OF INDEPENDENCE 2015.12.14 13:44:19 -05'00' 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 or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have. nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP15001.2 FL18355-R2 Page 11 of 11 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. CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: A0 a Documented Construction Value: $ q0ov'- a40/(O-10 )(I G Job Address: 2A 4 Historic District: Yes M No ❑ d� Parcel ID: 2-5- 1 G - 30 - 5 A61 - (5 40-7 - n C) L+O Residential DO Commercial ❑ Type of Work: New2rAddition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Mo El of Work: OW 1' aJ - 51 r ,n 4 h 1 CLArA 11 U ('I1 t 0 Plan Review Contact Person: % XAAc C/ 1 Title: Phone: d61 Fax: y0'1 `L(s �2b`F Email: M'tilt-Ccm-c-> s�.Y1�vJ()at�tcrGls T Property Owner Information 30.(o 3l/o (o?. -,57 Inorv�kl V. Name G t✓nr�rpc�r.0 Street: 4A( oaa .c PI City, State Zip: L&Lk M�.vu r_7L. 3z7VI Phone: 401 4 41 -713 q Resident of property? 1 (nContractor Information j] Name >Iy`ukL7A' &X'mut�'L(y� (q,�, Phone:961 Street: && \n f?k r,,t`o k-lp Fax: �cli (P_U4 City, State Zip: A'w pt9(2.�XV '3 -L - 7m State License No.: 65G 12515(ai Architect/Engineer Information t� 1 Name: —i� Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: lune 30, 2015 :; o 5 �- u—) r«' v Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. tX�h - - / Signature of Owner/Agent /� Date i sign Lure ofGonttor/Agent Date —t 46Mns Alnt�o'% R t CCC///C l_6/)M Com. k013t6cZn/'! t � 1 y Print numir/Aeent's Name Print Contractor/Agent's Name :5-3-) � Zi ary public State of Flodtla oso',,Notary Public State of Flodda ieBradllum Mgie BradburnmmlSslon FF 931751 'sy �,My Cammiision FF 931751 ires 10/28/7018o Expires 1028x2019f�F� Me or Contractor/Age s or 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: Flood Zone: - Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads Fire Alarm Permit: Yes ❑ No ❑ APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: J 9 WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application 9/1/2016 SCPA Parcel View: 25.19 -30 -SAG -0407-0040 Property Record Card M Parcel: 25-19-30-5AG-0407-0040 1PA*ZU& Owner: ABBOTT THOMAS P & KONIECZNY LEON Sao 00UW% Property Address: ELM AVE SANFORD, FL 32771 Parcel Information Parcel 25-19-30-5AG-0407-0040 Owner ABBOTT THOMAS P & KONIECZNY LEON Property Address ELM AVE SANFORD, FL 32771 Mailing 481 AUTUMN OAKS PL LAKE MARY, FL 32746 - Subdivision Name SANFORD TOWN OF Tax District S3-SANFORD-WATERFRONT REDVDST DOR Use Code 10 -VAC GENERAL -COMMERCIAL Exemptions Land Value (Market) Y� ------------------- Land Value Ag E Legal Description LOT 4 BLK 4 TR 7 TOWN OF SANFORD PB 1 PG 61 Taxes Value Summary Tax Amount without SOH: $274.74 2015 Tax Bill Amount $274.74 Tax Estimator Save Our Homes Savings: $0.00 TRIM Notice HeID * Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority 2016 Working Values 2015 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value _ $0 $13,500 Depreciated EXFT Value $13,500$0 $13,500 $0 Land Value (Market) Y� ------------------- Land Value Ag $13,500W W -___.�...._._......___._._._..._...._._.__.. $13,500 Just/Market Value " $13,500 1$13,500 Portability Adj ___._..... _..... -.............. .......---------_.._._....--_.._...._._.. Save Our Homes Adj .................................. $0 l -.................._........ ........ ._........ Iso Amendment 1 Adj $0 !so P&G Adj $0 1 $0 Assessed Value $13,500 1$13,500 Tax Amount without SOH: $274.74 2015 Tax Bill Amount $274.74 Tax Estimator Save Our Homes Savings: $0.00 TRIM Notice HeID * Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund $13,500 $0 $13,500 Schools_ $13,500 _ $0 $13,500 City Sanford ___.._...___.__._.._..... .___._.._--__-__._- SJWM(Saint Johns Water Management) $13,500$0 $13,500 $0 $13,500 $13,500 County Bonds $13,500 $0 $13,500 Sales Description P , Date Book Page Amount Qualified Vac/Imp SPECIAL WARRANTY DEED 14/112013 - _ 08023 0627 I $10,000 No Vacant CERTIFICATE OFTITLE 12/1/2011 07685 ; 1848 $100 No Vacant WARRANTY DEED 1 2/1/2008 106935 ' 0281 I $34,000 ,Yes I Vacant Find Comparable Sales Land Building Information Method Frontage Depth Units Units Price Land Value FRONT FOOT &DEPTH 50.00 117.00 0 $270.00 $13,500 Permits http://parceldetail.scpafl.org/ParceiDetaillnfo.aspx?P[D=2519305AGO4070040 1/2 Or � APPLICATION # 16 b55� FOR A CERTIFICATE OF APPROPRIATENESS o? - r7 . a0IL Answer all the questions on this form and submit all required attachments. Incomplete applications will not be reviewed. If you have questions about application requirements contact the Historic Preservation Officer at 407.688.5145 to ensure your application is complete. General Information Downtown Commercial Historic District[] Residential Historic District.0 Is this a retroactive request? Yes[] No❑ Is this application filed in response to a Notice of Violation from the Code Enforcement Department? Yes❑ No❑ Proposed improvements will faffect the following elevations: North ❑ South ❑ East ❑ West ❑ Property Address: Property Owner Information Print Name: ^HS -?• A � L°Lo v-, C c Z n Mailing Address: �ff F'+ �k V'\v\ C& Phone: 3A-316 6 3S % Email: Signature: Applicant/Agent Information Print Name: M; U - f- C-oh\J\-`f��} v Mailing Address: r \� , `\ bo-\, VC, Phone: y0 ] 752mail: M ` I ter C oo t kr,,- t; Signature:�— ✓ cFL. 22 . C0" BY SIGNING BELOW YOU ACKNOWLEDGE THAT A BUILDING PERMIT MAY BE REQUIRED FOR THE SCOPE OF WORK LISTED BELOW. YOU MUST CONTACT THE BUILDING DEPARTMENT TO DETERMINE IF A BUILDING PERMIT IS REQUIRED. FAILURE TO OBTAIN A BUILDING PERMIT WILL RESULT IN A STOP WORK ORDER, DOUBLE PERMIT FEES, AND POTENTIAL FINES. BY SIGNING BELOW, YOU ALSO ACKNOWLEDGE THAT THE INFORMATION CONTAINED IN THIS APPLICATION IS TRUE AND ACCURATE TO THE BEST OF YOUR KNOWLEDGE. 99 Signature: Date: ❑ Would you like to receive emails regarding Historic Preservation and Community Planning within your community? Description of proposed work Completely describe the entire scope of work, including changes in material and color, and methods that will be used to accomplish the proposed work. For large projects an itemized list is required. Use the reverse side if necessary. Nei/ itrkcl;�-'v l\or'I'-- HISTORIC PRESERVATION BOARD • 300 S. Park Avenue • Sanford, Florida 32771 •407.688.5145 • www.sanfordfl.gov/HP APPLICATION # FOR A CERTIFICATE OF APPOPRIATENESS Supplemental Information - Please use the space below to provide additional details regarding proposed work. Description of proposed work (continued from previous page): ONLY WORK SPECIFICALLY INDICATED ABOVE IS PERMITTED. ANY CHANGES TO THE BUILDING NOT LISTED ABOVE ARE NOT PERMITTED AND REQUIRE AN ADDITIONAL CERTIFICATE OF APPROPRIATENESS, Site Details Please use the space below to illustrate site details. HISTORIC PRESERVATION BOARD • 300 S. Park Avenue * Sanford, Florida 32771 a 407.688.5145 a www.sanfordfl.gov/HP n I This Instrument Prepared By and Return To: Ms. Christine Dalton Community Planner/Historic Preservation Officer Planning and Development Services Department City Hall 300 North Park Avenue Sanford, Florida 32771 Tax Parcel Identification Number: 25-19-30-5AG-0407-0040 nARYANNE 11ORSEY SEMINOLE COUNTY CLFRK OF CIRCUIT COURT & COMPTROLLER Bi: 8659 Pss 756-790 (5Pss) CLERK'S Y 2016033113 RECORDED 03/30/2016 02:12:45 Ph RECORDING FEES $44.00 RECORDED BY Wevore HISTORIC PRESERVATION BOARD OF THE CITY OF SANFORD DEVELOPMENT ORDER RELATING TO 214 SOUTH ELM AVENUE AND ISSUING CERTIFICATE OF APPROPRIATENESS On February 17, 2016, the Historic Preservation Board of the City of Sanford issued this Development Order issuing a Certificate of Appropriateness relating to and touching and concerning the following described property: 214 South Elm Avenue, Seminole County Tax Parcel Identification Number: 25-19-30-5AG-0407-0040. FINDINGS OF FACT Property Owners: Thomas P. Abbot and Leon Konieczny 481 Autumn Oaks Place Lake Mary, Florida 32746 Applicants: Thomas P. Abbot and Leon Konieczny 481 Autumn Oaks Place Lake Mary, Florida 32746 Project: To construct a one-story house, 1,414 square feet in size, and a two car garage, 575 square feet in size, relative to property located at 214 South Elm Avenue. Requested Development Approval: The Applicants have requested approval to construct a one-story house, 1,414 square feet in size, and a two car garage, 575 square feet in size. Additional Findings: The proposed design features Hardi Plank lap siding and architectural shingles. The exterior building materials are acceptable. The proposed alterations are consistent with the purpose and intent of Schedule "S" of the City's Land 1 Development Regulations as set forth in the Code of Ordinances of the City of Sanford. Specifically, the designs are similar in proportion/scale and are in character with neighborhood and surrounding properties and will not adversely impact the Historic District. CONCLUSIONS OF LAW (a). Pursuant to Section 8.0 of Schedule "S" of the City's Land Development Regulations as set forth in the Code of Ordinances of the City of Sanford, the Historic Preservation Board has reviewed the proposed Certificate of Appropriateness and all matters relating thereto in accordance with the procedures for altering historic landmarks or structures within historic districts as set forth in Schedule "S". (b). Schedule "S" provides with regard to the facts of this case as follows: (1). In the case of an infill lot, the setbacks shall match one or the other of the existing setbacks on adjacent properties. (S-23). The building will be situated on the lot to comply with the required setbacks. (2). In the residential Historic District, the scale and massing of new structures and their architectural elements shall be similar to the contributing structures of similar use in the historic district. (S-25). The scale of the proposed building is consistent with other buildings in the Historic District. (3). New residential structures shall include a raised foundation to compliment the character of contributing structures in the Historic District. (S-25). The proposed design features a raised foundation. (4). In the residential Historic District, new buildings shall not exceed thirty-five feet (35') in height. (S-25). The proposed design does not exceed that height. 2 (5). Building features within new construction shall be compatible with the color, material, and character of the property, neighborhood and immediate environment. (S-28). The proposed building features are compatible with the neighborhood and immediate environment. (6). The use of synthetic materials is prohibited and unlawful for exterior wall surfaces with the exception of fiber cement siding, which may be approved by special Development Order for detached new construction only. (S-29). Fiber cement siding is the proposed wall surface. (7). Synthetic materials can be allowed for trim details and architectural elements on new construction. (S-29). Synthetic materials have not been proposed for trim details or architectural elements. (8). Board trim at corners and around openings shall not exceed six inches (6") except at the front door surround which may be any size or configuration. (S-29). The proposed board trim does not exceed that dimension. (9). All new windows shall have mullion profiles similar to contributing structures. If single hung or double hung windows are placed in groupings, a four to six inch trim piece shall separate the windows. (S-33). Installation of windows with mullion profiles similar to contributing structures shall occur and is required. (10). Windows shall be proportioned such that the height shall be equal to or greater than the width, with the exception of historically appropriate window groupings. (S-33). The proposed window heights comply to. this standard. (11). Windows on new houses shall have definition and a profile. Windows with flat profiles shall be prohibited. (S-34). Installation of windows with definition and profiles 3 similar to contributing structures shall occur and .is required. (c). To the extent that a conclusion of law as set forth herein also constitutes a factual finding, then such shall be taken to be so as part of this Development Order. (d). The proposed Certificate of Appropriateness is hereby found and determined to comply with the aforestated requirements. (e). Additionally, the Certificate of Appropriateness sought is hereby found and determined to be consistent with the City of Sanford Comprehensive Plan and development of the property as proposed would be consistent with and in compliance to applicable land development regulations and all other applicable regulations and ordinances as set forth in the Code of Ordinances of the City of Sanford. ORDER NOW, THEREFORE, IT IS ORDERED THAT: (1). The aforementioned application for a Certificate of Appropriateness is APPROVED. (2). This Development Order granting approval of a Certificate of Appropriateness touches and concerns the aforedescribed property. Done and Ordered on the date first written above. As approved and authorized for execution by the Historic Preservation Board of the City of Sanford at its meeting of February 17, 2016. A EST.• HISTORIC PRESERVATION BOARD OF THE CITY OF SANFORD Mary Muse, Bbard Clork Ian Carfagna, hairman Date: ?- n j Nunc pro tunc to February 17, 2016. ADDITIONAL SIGNATURE BLOCK FOLLOWS: 4 1 f JOINDER AND APPROVAL OF CONDITIONS BY PROPERTY OWNERS IN WITNESS WHEREOF, the subject Property Owners have signed and sealed these presents, through its authorized officer and representative, the day and year written below and AGREE to all of the terms and conditions of this Development Order approving a Certificate of Appropriateness. ATTEST. THOMAS P. ABBOT AND LEON KONIECZNY !l & &6 -Nat'6� Signature of Witn s # 1 Thomas P. Abbot Printed Name:. '\ . &,--% "/,(� G� � �r ��,e,� s ///SidAA-,4narA'& itness tt# 2 Leon Konieczny Pri to me: �rtWA 6 fir ' ACKNOWLEDGMENT STATE OF FLORIDA ) COUNTY OF SEMINOLE ) The foregoing was sworn to and subscribed before me this ,day of A.D. 2016, by Thomas P. Abbot and Leon Konieczny, who are personally known to me or who produced rLPL Y\5;5V9-T9-9 11-0 as F -L t71_ tac 13 o- a3S 41. 4 21- o identification. WITNESS my hand and official seal in the County and State aforesaid this��� day ofVffA1'CZ.Z, A.D. 2016. r' P'''.,, JESSIE COUCH Notary Public - State of Fiorfda Commission # FF 194560 "'•.; n My Comm. Expires Feb 1, 2019- tary Public //My Commission Expires: 5 REQUIRED INSPECTION SEQUENCE BP# 16-2458 Address: 214 Elm Ave BUILDING PERMIT Min Max Inspection Description 10 10 Footer / Setback 20 Electric Rough Stemwall 30 1000 Foundation / Form Board Survey 30 Gas Underground Slab / Mono Slab Pre our 40 1000 Sheathing — Walls 40 Sheathing — Roof 50 Roof Dry In 50 1000 Final Stucco / Siding 60 Frame 60 1000 Final Roof 70 Insulation Rough In 80 Drywall / Sheetrock 80 1000 Insulation Final 1000 Final Single Family Residence REVISED: June 2014 ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 Electric Rough 30 Pre -Power Final 1000 Electric Final 10 Gas Underground 20 Gas Rough 1000 Gas Final PLUMBING PERMIT Min Max Inspection Description 10 Plumbing Underground 10 1000 Plumbing Sewer 20 Plumbing Tub Set 1000 Plumbing Final Min Max Ins ection Description 10 Gas Underground 20 Gas Rough 1000 Gas Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final Min Max Ins ection Description 10 Gas Underground 20 Gas Rough 1000 Gas Final Revision,[ AP City of Sanford Response to Comments 13R 12 2017 Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # I 2 -(S Submittal Date '1112 /17 16 C/M U ir-0- Project Address: 2 Contact: Ph: `7 C� �G Z ^ Z, Email: ~. o Trades encompassed in revision: P/Buildmg ❑ Plumbing ❑ Electrical ❑ Mechanical ❑ Life Safety ❑ Waste Water Department ❑ Utilities ❑ Waste Water ❑ Planning ❑ Engineering ❑ Fire Prevention �- _❑Building � Fax: General description of revision: (c, r- " 5 ck t, f � r � nt� ROUTING INFORMATION Approvals " BOUNDARY SURVEY " "REAL PROPERTY DESCRIPTION" LOT 25, BLOCK 25, DREAMWOLD, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 3, PAGE 90, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. NORTHWEST CORNER BLOCK 25 F- REC. 1/2" REBAR NSI w 0 00 0 010 Go 0 Z REC. 1/2" REBAR #4402 30.0' It 0 JUL 19 2U117 LOT 26 BLOCK 25 DREAMWOLD P.B. 3, PG. 90REC. 1/2" REBAR NSI CONCRETE FOUNDATION TOP = 101.42 REC. 1/2" REBAR NSI I LOT 24 BLOCK 25 DREAMWOLD P.B. 3, PG. 90 LOT 25 BLOCK 25 DREAMWOLD P.B. 3, PG. 90 WATER METERS j" p 0 R E V I A 0 3 G E N D, - CONCRETE CR W.N. - WATER METER I LOT it Ci Ci V1 GONG. ASSUME P.B. -PLAT BOOK A/C ELEV. W F F.H. 100.00 00 P9. Q TIP. - TYPICAL W.F. �I N 4 D - NAL AND CSC P.R.C. - PONT OF REVERSE CURVATURE 1� '2 U.E p C k G J B.N. 0 P.C.C. - PONT OF COMPOUND CURVATURE 'III - RATA. V) 30.0' It 0 JUL 19 2U117 LOT 26 BLOCK 25 DREAMWOLD P.B. 3, PG. 90REC. 1/2" REBAR NSI CONCRETE FOUNDATION TOP = 101.42 REC. 1/2" REBAR NSI I LOT 24 BLOCK 25 DREAMWOLD P.B. 3, PG. 90 LOT 25 BLOCK 25 DREAMWOLD P.B. 3, PG. 90 WATER METERS j" p 4EC. 1/2" REBAR NSI 0.66' N. 0.19' W. A P.R.M. - PERMANENT REFERENCE MONUMENT 0 R E V I A T 1 3 G E N D, - CONCRETE CR W.N. - WATER METER I LOT it EL - ELEVATION GONG. BLOCK 25 DREAMWOLD P.B. -PLAT BOOK A/C P.B. 3, PG. 90 Gi F F.H. - FRE HYDRANT e P9. Q TIP. - TYPICAL W.F. - 11001) FENCE N 4 D - NAL AND CSC P.R.C. - PONT OF REVERSE CURVATURE N.R. '2 U.E - UPUTY EASEMENT 4EC. 1/2" REBAR NSI 0.66' N. 0.19' W. A P.R.M. - PERMANENT REFERENCE MONUMENT 8 8 R E V I A T 1 O N L E G E N D, - CONCRETE CR W.N. - WATER METER C'M. - CONCRETE MONUMENT EL - ELEVATION GONG. P.O.O - PONT OF COMMENCEMENT P.B. -PLAT BOOK A/C - AR CONDITIONER CLF. -CHAR LINK FENCE F.H. - FRE HYDRANT P.C. - PUNT OF CURVATURE P9. - PAGE TIP. - TYPICAL W.F. - 11001) FENCE N 4 D - NAL AND CSC P.R.C. - PONT OF REVERSE CURVATURE N.R. - NON -RACAL U.E - UPUTY EASEMENT C k G - CURB k GUTTER B.N. - BENCH MARK P.C.C. - PONT OF COMPOUND CURVATURE RAD. - RATA. D.E. - DRAINAGE EASEMENT CAN - CABLE T SIM RISER PKAT. - PAVEMENT P.T. - PONT OF TANGENCY R. - RADIUS F.F. - FINISHED FLOOR TELE - TELEPHONE RISER F.B. - FIELD BOCK P.I. - PUNT OF INTERSECTION L - ARC LEMON B.S. - BUDDING SETBACK TRANS - TRANSFORMER PAI M.H. - MANHOLE P.C.P. - PERMANENT CONTROL PONT - DELTA CB.S. - CONCRETE BLOC( STRUCTURE LP. - LIGHT POLE (A) - ACTUAL P.O.L - PONT ON UNE R.P. - RADIUS PONT ((P - PLAT P.P. - POWER POLE HSI - NO SURVEYOR C.B. - CHORD BEARING R/W - RICHT-OF-WAY (N - MEASURED N.C. - NATURAL CROTID IDENTIFICATION T.B. - TANGENT BEARING f - CENTER UNE (C - CALCULATED S0. FT. - SQUARE FEET FNO - FOUND PEC - RECOVERED SURVEYOR'S NOTES: 1. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. THE "REAL PROPERTY DESCRIPTION" SHOWN HEREON IS IN ACCORDANCE WITH THE DESCRIPTION PROVIDED BY THE CLIENT. 3. NO UNDERGROUND IMPROVEMENTS OR VISIBLE INSTALLATIONS HAVE BEEN LOCATED OTHER THAN SHOWN. 4. BEARINGS ARE BASED ON THE CENTFRUNE OF EL CAPITAN DRIVE STREET ASSUMED AS BEING N. 00'00'00" W. PER PLAT. 5. HAVING CONSULTED THE NATIONAL FLOOD INSURANCE PROGRAM FIRM, I HAVE DETERMINED THAT THE SUBJECT PROPERTY UES IN ZONE "X", NOT A SPECIAL FLOOD AREA PER FIRM PANEL B 12117CO070 F, DATED 9/28/2007, SEMINOLE COUNTY, FLORIDA. CLIENE CHARLIE B. JONES JOB NUMBER 17-52 CADD DNB. FILE.' I7-52 r COMMENTS I FIELD DATE I OFFICE DATf 4 PLOT PLAN NA S.R.B. J/JO/JO BOUNDARY SURVEY B. W. 4/20/17 S.R.B. 4/25/17 FOUNDATION SURVEY a. W. 7/0/17 S.R.B. 7/17/17 ROBIN HICKMON CHARLIE B. JONES SURVEYORS CER77FICATE.- THIS IS TO CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. PROFESSIONAL SURVEYOR & MAPPER FLORIDA REGISTRATION NUMBER 5807 SCOTT'S SURVEYING SERVICES, INC. L8 # 7442 8 S. HWY. 17-92, SUITE 8—A DEBARY, FLORIDA PH. (386) 668-7332 FAX 668-7337 r r' • r V r 1 r i I i 1(1 � I I' 1, i . ' � 1 /• I 1 • 1 y i J. , i i I ! � ! V i i I i i ;V I , i i rr i i - li i 11111111 91adLL39 l d0 L ON 133HS 2l/ZL/10 31v0♦\\ '� 0 asua011 epualj lv0a ♦ !/S AD N 409 o aleo9!4a0 N c � OZ'i eciold'PuelaO �y p nuaA j) v1 LFSN ISOM 909 � -0N 1N311O 03 Z �7N 31(94�JNI 3t� O1H038 310N 3aVU91N3S3Ud Ao 3ovjUnS womwawaoftkkkS M3131S313N1V 3U rrnn X £'L6 9,00L 91 U3NUOO 1SV3H1110S t, . X 6'L6 L10L 6'9 .. 'd3NUOO1S3MH.LnOS E X Z'96 V66 L'9 .. 21314800 1S3MH121014 Z , X L-0 9'96 Vzol. 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ID0 30VId-NI d0 iNOd3N ONIUMN19N3 MLHD 8W To:'admin@millerconstructionservices.net' <admin@millerconstructionservices.net> Cc: Blanton, Deborah <DEBORAH.BLANTON@Sanfordfl.gov>;'Scott, Annette' <ANNETTE.SCOTT@Sanfordfl.gov>; Johnson, JoAnn <JOANN.JOHNSON@Sanfordfl.gov> Subject: 000 Elm St lot 4 single family detached Good morning, Attached is the impact fee statement for 000 Elm St lot 4, single family detached. The fees can be paid either to the City with permit issue or here at my office. At the city, please make sure to take a copy of statement to sign when permit is issued and fees paid, that way i receive a signed copy with the monthly City reportfor my file. if you have any questions please do not hesitate to contact me. Best Regards, Jami Forte l Planning Coordinator / Impact Fees & Concurrency Seminole County Planning and Development / Business office / Building Div. 1101 Fast First Street / Sanford, FL 32771 / 407-665-7356 / j &rte P eminolecounf&gao . 4 U r:t(;Nk'Y: (.: Y,:V) "*We are paperless! Please submit electronically... NEW. Digital Signature Appearance Requirements for all Licensed Design Professionals Click to find out more: Planning & Development I Building Permitting I Digital Signature Requirements Customer Service, our top priority. www.seminolecountvfl.govidevcustomersurvey ****Florida has a very broad Public Records Law. Virtually all written communications to or from State and Local Officials and employees are public records available to the public and media upon request. Seminole County policy does not differentiate between personal and business emails. E-mail sent on the County system will be considered public and will only be withheld from disclosure if deemed confidential pursuant to State Law.**** SCPA Parcel View: 25-19-30-5AG-0407-0040 Page 1 of 2 Property Record Card fgi�amParcel: 25-19-30-5AG-0407-0040 3%Pa%Owner: ABBOTT THOMAS P & KONIECZNY LEON wm�o�coounrnrta�aoA Property Address: 216 ELM AVE SANFORD, FL 32771 Parcel Information Parcel 25-19-30-5AG-0407-0040 Owner ABBOTT THOMAS P & KONIECZNY LEON - Property Address 216 ELM AVE SANFORD, FL 32771—__ Melling 481 AUTUMN OAKS PL LAKE MARY, FL 32746 Subdivision Name SANFORD TOWN OF Tax District S3-SANFORD-WATERFRONT REDVDST DOR Use Code 00 -VACANT RESIDENTIAL Exemptions Depreciated EXFT Value Legal Description LOT 4 BILK 4 TR 7 TOWN OF SANFORD PB 1 PG 61 Taxes Sales Value Summary Tax Amount without SOH: $271.00 2016 Tax Bill Amount $271.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Description 2017 Working 2016 Certified Page Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value 12/1/2011 07685 Depreciated EXFT Value $100 No Vacant Land Value (Market) $17,000 $13,500 Land Value Ag $34,000 Yes Vacant Just/Market Value " $17,000 $13,500 Portability Adj Save Our Homes Adj $0 $0 Amendment 1 Adj $2,150 $0 P&G Adj $0 $0 Assessed Value $14,850 $13,500 Tax Amount without SOH: $271.00 2016 Tax Bill Amount $271.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Description Date Book Page Amount Qualified Vacnmp SPECIAL WARRANTY DEED 4/1/2013 08023 0627 $10,000 No Vacant CERTIFICATE OF TITLE 12/1/2011 07685 1848 $100 No Vacant WARRANTY DEED 2/1/2008 06935 0281 $34,000 Yes Vacant Find Comparable Sales l Land J Method Frontage Depth Units Units Price Land Value FRONT FOOT & DEPTH 50.00 117.00 0 $340.00 $17,000 Building Information Permits Permit # Description Agency Amount CO Date Permit Date No Permits http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=2519305AGO4070040 6/13/2017 Miller Construction (407) 792-3955 Debbie Blanton Building Permit Coordinator Building & Fire Prevention Division CITY OF S,kNFO-XDN D FIRE DEPARTMENT City of Sanford 300 N Park Ave Sanford FL 32771-1244 Phone # 407.688.5061 Fax # 407.688.5152 Debble.Bianton@sanfordfl.gov www.sanfordfl.gov Bland, Annette From: Hinson, Eileen Sent: Tuesday, June 13, 2017 11:06 AM To: Blanton, Deborah; Bland, Annette Cc: Smith, Jordan; Dalton, Christine; Zachary Miller; Cash, Michael; Colbert, Sabreena; Cross, Taneka Subject: RE: 214 Elm Ave 16.2458 CO request Debbie Please do not issue the CO until we correct the address. All permits, meters and related will need to be moved to 216 Oak Avenue. The CO needs to be issued for 216 Elm Avenue. We are working on the back end paperwork right now. The property appraiser has already been corrected. http://Parceidetaii.scpafl.org/ParcelDetailinfo.aspx?PID=2519305AGO4070040 You will receive formal notification when everything has been resolved. If you have any questions, please let me know. Thank you. Eileen Hinson, AICP Development Services Manager Planning and Development Services City of Sanford 300 N. Park Avenue Sanford, FL 32771-1244 Phone: 407.688.5147 Fax: 407.688.5141 hinsone@sanfordfl.gov www.sanfordfl.gov From: Blanton, Deborah Sent: Monday, June 12, 2017 4:17 PM To: BLAKE, RICHARD <RICHARD. BLAKE @Sa nfordfl.gov>; Bland, Annette <Annette. Bland @Sa nfordfl.gov>; Cash, Michael <Michael.Cash@Sanfordfl.gov>; Colbert, Sabreena <Sabreena.Colbert@Sanfordfl.gov>; Dalton, Christine <CHRISTI N E. DALTON @Sa nfordfl.gov>; Davis, Jeff <JEFF.DAVIS@Sanfordfl.gov>; Gibson, Russell <RUSSELL.GIBSON@Sanfordfl.gov>; Grose, Quentin <Quentin.G rose @Sanfordfl.gov>; Hinson, Eileen <EILEEN.HINSON@Sanfordfl.gov>; Johnson, JoAnn <JOAN N.JO H NSON @Sanfordfl.gov>; LOTEMPIO, CATHY <CATHY. LOTEM PIO @Sa nfordfl.gov>; Smith, Chris <CHRIS.SMITH@Sanfordfl.gov>; Smith, Jordan <Jordan.Smith@Sanfordfl.gov>; Thorne, Michelle<Michelle.Thorne@Sanfordfl.gov>; Wagner, Cyndi <Cyndi.Wagner@Sanfordfl.gov> Subject: 214 Elm Ave 16.2458 CO request New single family home -detached Bland, Annette From: Zachary Miller <millerconstruction@cfl.rr.com> Sent: Tuesday, June 13, 2017 11:14 AM To: Hinson, Eileen; Blanton, Deborah; Bland, Annette Cc: Smith, Jordan; Dalton, Christine, Cash, Michael; Colbert, Sabreena; Cross, Taneka Subject: RE: 214 Elm Ave 16.2458 CO request Also, to clarify, all permits, meters and related will need to be moved to 216 Elm Ave (Not Oak)... From: Hinson, Eileen[mailto:EILEEN.HINSON@Sanfordfl.gov] Sent: Tuesday, June 13, 2017 11:06 AM To: Blanton, Deborah<DEBORAH.BLANTON@Sanfordfl.gov>; Bland, Annette <Annette.Bland@Sanfordfl.gov> Cc: Smith, Jordan <Jordan.Smith@Sanfordfl.gov>; Dalton, Christine <CHRISTINE.DALTON@Sanfordfl.gov>; Zachary Miller <millerconstruction@cfl.rr.com>; Cash, Michael <Michael.Cash@Sanfordfl.gov>; Colbert, Sabreena <Sabreena.Colbert@Sanfordfl.gov>; Cross, Taneka <Taneka.Cross@Sanfordfl.gov> Subject: RE: 214 Elm Ave 16.2458 CO request Debbie Please do not issue the CO until we correct the address. All permits, meters and related will need to be moved to 216 Oak Avenue. The CO needs to be issued for 216 Elm Avenue. We are working on the back end paperwork right now. The property appraiser has already been corrected. http://Parceidetail.scpafl.org/ParcelDetaillnfo.aspx?PID=2519305AGO4070040 You will receive formal notification when everything has been resolved. If you have any questions, please let me know. Thank you. Eileen Hinson, AICP Development Services Manager Planning and Development Services City of Sanford 300 N. Park Avenue Sanford, FL 32771-1244 Phone: 407.688.5147 Fax: 407.688.5141 hinsone@sanfordfl.eov www.sanfordfl.eov From: Blanton, Deborah Sent: Monday, June 12, 2017 4:17 PM To: BLAKE, RICHARD <RICHARD.BLAKE@Sanfordfl.eov>; Bland, Annette <Annette.Bland@Sanfordfl.eov>; Cash, Michael <Michael.Cash@Sanfordfl.eov>; Colbert, Sabreena<Sabreena.Colbert@Sanfordfl.eov>; Dalton, Christine <CHRISTINE.DALTON@Sanfordfl.zov>; Davis, Jeff <JEFF.DAVIS@Sanfordfl.zov>; Gibson, Russell <RUSSELL.GIBSON@Sanfordfl.zov>; Grose, Quentin <Quentin.Grose@Sanfordfl.zov>; Hinson, Eileen <EILEEN.HINSON@Sanfordfl.zov>; Johnson, JoAnn <JOANN.JOHNSON@Sanfordfl.gov>; LOTEMPIO, CATHY <CATHY.LOTEMPIO@Sanfordfl.zov>; Smith, Chris <CHRIS.SMITH@Sanfordfl.zov>; Smith, Jordan <Jordan.Smith@Sanfordfl.zov>; Thorne, Michelle<Michelle.Thorne@Sanfordfl.zov>; Wagner, Cyndi <Cynd i. W azner@Sanfordfl.zov> Subject: 214 Elm Ave 16.2458 CO request New single family home -detached Miller Construction (407)792-3955 Debbie Blanton Building Permit Coordinator Building & Fire Prevention Division CITY OF S, 1NFO1RX D FIRE DEPARTMENT City of Sanford 300 N Park Ave Sanford FL 32771-1244 Phone # 407.688.5061 Fax # 407.688.5152 Debbie. Blanton @Sanfordfl.zov www.sanfordfl.gov PLEASE NOTE: Florida has a very broad public records law. Any written communication to or from City officials regarding City business is a public record available to the public and media upon request. Your e-mail communications may be subject to public disclosures. MILLER CONSTRUCTION SERVICES LLC 8241 Via Bonita St. Sanford, FL 32771 e P(407)792-3955 a F(407)264-6284 www.milierconstructionservices.net a FL Reg. CBC1251569 THE PROJECT AND LOCATION: DATE: AGREEMENT BETWEEN (CONTRACTOR): AND (CLIENT): LEGAL NOTICE: The Abbott - Konieczny Residence r -{240) Elm Ave. Sanford, FL 32771 July 25, 2016 MILLER CONSTRUCTION SERVICES LLC 8241 Via Bonita Ct. Sanford, FL 32771 Florida Registration CBC1251569 Curtis Miller Vice President Zachary Miller Vice President Phone: 407-792-3955 Fax: 407-264-6284 Leon Konieczny and Thomas Abbott 481 Autumn Oaks PI. Lake Mary, FL 32746 ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001-713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. IF YOUR CONTRACTOR OR SUBCONTRACTOR FAILS TO PAY SUBCONTRACOTRS Oil SUB -SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED ♦ 0 . YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERIALS, OR OTHER SERVICES THAT YOUR CONTRACTOR OR SUBCONTRACTOR MAY HAVE FAILED TO PAY, TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COMPANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER". FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY. -Saoff. OF—OR= E�: The CONTRACTOR proposes to accomplish the following construction services for the CLIENT: To accomplish the complete the construction of the CUSTOM HOME In place of the existing, home on lot owned by CLIENT at (218) Elm Ave. In SANFORD, FL according to Construction, Documents provided by CLIENT and reviewed and approved by CLIENT prior to construction, (construction pricing based on plan and elevation In this contract). See attached plans for clarifications. If conditions are encountered at the site which are (1) sObsurface or otherwise concealed physkal conditions which differ materially from those Indicated M the Contra# Documents or (2) unknown physical conditions of an unusual nature, which differ materialk from those ordinarily found to exist and generally recognized as inherent In construction activities of the grader provided for in the Contract Documents. then notice. by the ob"ng party shall be given to the other party promptly before conditions are disturbed and In no event later than 21days after first observance of the conditions, Claims by the CONTRACTOR for ;an adjustment to the contract sum or the contract time must be made within 21 days after the firs observance of the conditions. TIME SCHEDULg Construction shag be completed 210 working days rCbntrad Time's from date of permit approval. The Contract Tare Is for services listed only in this agme neat. Additional time may be required if additional services are requested or If dells are caused which are beyond the CONTRACTOR's control. In the event that additional services are requested, the CONTRACTOR shag state whether the additional services will result in the need far an extension of the contred time, and If so, the amount of days that the requested additional services will add to the contract time. The failure to request an extension of the contract time an a proposal for additional services will waive any entitlement to a time extension, unless the CONTRACTOR expressly reserves its rights !1 to the time extension on the proposal. The CONTRACTOR shag notify the CLIENT no less than five (5) days in advance of when any responses are. due from CLIENT on any subject. Delays that will be considered not the fault of the CONTRACTOR Include. but are not limited to delays caused by the CLIENT or his representatives, delays due to ads of God, extreme and unusual Inclement weather, striikei, lodkouds, material and/or labor shortages, lack of availability of utgtty services, fire, storms, theft and vandalism. ADDITIONAL CONSTRUCTION SEMMUS.S: d� I .b Any changes beyond approved plans shall be subject to a change order and charged to CLIENT CLIENT shall designate a representative to act on its behalf with respect to the project, such representative to have authority to render timely decisions and approvals regarding performance of CONTRACTORS services. CLIENT shall designate a rieEpresentative to act on Its behalf for billing and accounts receivable responsibility. The CLIENT shall furnish all legal, accounting and other services and expenses required to prepare, present and process arty application for governmental or private financing mortgage insurance or subsidy. CLIENT represents that to the best of its knowledge, records and Investigation, the project and requested services will not Include exposure to, or analysis of, hazardous substances or wastes (Including, but not limed to, asbestos or any material containing asbestos or any disease directly or Indirectly related to asbestos). The CLIENT admowledges that such materials are largely uninsurable risks excluded from CONTRACTOR's standard errors and omissions Insurance. In the event such substances or contamination are found to exist at the project, the CLIENT agrees to Indemnify, hold harmless and defend the CONTRACTOR and C+ONTRACTOR's sub -consultants, If any, and their respective principals and employees, to the fullest extent allowed by lava frim and against any and all environmental risk daims, liability or damages, however caused, associated iwith the presence, discharge, release or escape of such waste or contaminants. In the event such substapres are encountered, the CONTRACTOR may suspend contrucfion. In light of CONTRACTOR's lin*W ability to protect or to Insure against certain environmental rfsks attendant to Involvement with the subject project, CLIENT shall release, Indemnify, hold harmless and defend CONTRACTOR and CONTRACTOR's sub -consultants, if any, and their respective principals and employees, to the fullest extent allowed by law concerning any and all environmental claims, liability, costs and/or losses of ariy kind or cause whatsoever even in situations involving actual or alleged "active neglignce" or "design defects" and excluding only Indemnification for any Indemnlly's sob negligence or willful misconduct found by a court of competent jurisdiction, related to the Project and any or all of the foilowtng: 1. The dispersal, discharge, escape, release or saturation of smoke, vapors, soot, fumes, acids, alkatls, toxic chemicals, liquids, gases or any other materiels, Irritant, contaminant or pollutant In or Into the atmosphere, or on, onto, upon, In, or Into surface or subsurface soil, water or water courses, objects and/or any tangible or Intangible matter, whether sudden or not. 2. Any other subject, element, or topic for which any claim Is made, that CONTRACTOR's Professional Liability Insurance Company that Is responsible for coverage on the date that said claim Is made, deems excluded from CONTRACTOR's Professional Liability Insurance coverage. 3. Radon Gas. 4. Electnunagnetic Intrusion and/or effects. CLIENT shag purchase and maintain, during the course of the pmject's construction, builder's risk "ail risle Insurance If deemed necessary by finical Institution pfioviding financing. It is the CLIENTs responsibility prior to or during constnution to not€fy the CONTRACTOR In writing of any of which the dent has actual knowledge errors or omissions In the drawings and other documents. The CLIENT will be responsible for any defects In construction If these procedures are not Wowed. The CLIENT warrents that funds are or will be available for prompt payment under the terms of this AGREEMENT. The CONTRACTOR shall be entitled to fool payment for completed work regardless of timing or the CLIENT'S failure to receive financing. The' CONTRACTOR Is NOT a ca -venturer with the CLIENT and payment of fees is NOT at risk. t . # 1, 7-77777711171 1 Statements are due and payable upon receipt. and the CONTRACTOR shall have the right to suspend work or withhold completed work on this project, or any, other project in progress between the CLIENT and CONTRACTOR If payments are not received whhin thirty (30) days of statement dates. If a performance time schedule Is Involved In the work under this AGREEMENT, any time lost while work Is suspended will be added by the CONTRACTOR to the end of any such schedule. If work has been suspended by the CLIENT, the ARCHITECT shah retain the right to charge a restart fee, to be negotiated prior to resumption of the work. Payments due to the CONTRACTOR and unpaid thirty (30) days after the billing date under this AGREEMENT shall bear interest from the billing date at a rate of 11% per month. The CLIENT agrees that In the event of CLIENTS failure to pay amounts due, under the terms of this AGREEMENT, the CONTRACTOR shall have the right to utilize professlorW mon services, and to receive payment from CLIENT of mon fees In addition to contract amounts due. CONTRACTOR shall maintain Comprehensive General Liability coverage, a statement of policy heli by CONTRACTOR shall be given to CLIENT or representatives before starting work. The CLIENT and the CONTRACTOR, respectively, bind themselves, their partners, successors, assigns and legal representatives of such party with respell to 60 covenants of this AGREEMENT. Neither the CLIENT nor the CONTRACTOR shall assign, sublet or transfer any interest In this AGREEMENT'without the written consent of the other. CONTRACTOR shall have the right to Include photographs, drawings and information on the,puoject In public relations and marketing materials; and to submit photographs, drawings, and Information to design competitions and publications. CLIENT may Include 'information about ARCHITECT In promotional materials, sales centers and model units, advertising and other display of project plans and Inforrnation If project is bulk and finished substantlaily as designed. In recognition of the relative risks and benefits of the project to both the CLIENT and the CONTRACTOR, the risks have been agocated such that the CLIENT agrees, to the fullest extent permitted by law, to limit the liability of the CONTRACTOR and his/her subco4uitents to the CLIENT and to all construction contractors and •subcontractors on the project for any ®nd all claims, losses, casts, damages of any nature whatsoever or claims expenses from any cause or causes, including attorney's fees and casts and expert witness fees and costs, so that the total aggreiste liability of the CONTRACTOR and his/her subconsultants to all those named shall not exceed the CONTRACTOR's Insurance coverage [Imus or the total project fee received for services rendered, whfche�er Is greater. It Is Intended that this bmitation apply to any and all liability or cause of action however alleged or arising, unless otherwise prohibited by law. Notwithstanding any other provision of this AGREEME neither the CLIENT nor the CONTRACTOR, their res contractors or subconsultants shall be liable to the of Indirect or consequential damages arising out of any circ control, such as acts of God, extreme and unusual Incl labor shortages, lack of availability of uglily services or d this agreement This mutual waiver of consequential de use, loss of profit, loss of business, lass of Income. damages that either party may have incurred from any c breach of contract and breach of strict or implied warm shall require similar waivers of consequential damages p In all contracts and subcontracts with others Involved In t VT, and to the fullest extent permitted by law, ective officers, directors, partners, employees, or or shag make any claim for any incidental, fmstances that are outside the CONTRACTOR's ment weather, strikes, lockouts, material. and/or lays that have been given notice as explained In pages shall Include, but Is not limited to, lass of loss of reputation or any other consequential use of action Including'negligence, strict liability, nty. Both the CLIENT and the CONTRACTOR otecting all the entitles or persons named herein Is project. If at any time either party should feel that the other has materially breached this AGREEMENT, titan it shall notify that party In writing setting forth clearly what must be done to cure that breach; and thereafter the parties so notified shall have seven M calendar day4 to take that prescribed action. Any claim which either party has or may have against the other Is Irrevocably waived if the claiming party does not at feast notify the other party In writing of the existence of the claim within one year of the date when the claiming party knew or shod have known that it had or arguably *ad the claim. In the event of failure to cure the breach, this AGREEMENT may be terminated by either party upon seven (7) days written notice. In the event of termination, where the CONTRACTOR is not In breach of this agreement, the CONTRACTOR shall be compensated for all services performed to i terndnation date, together with Reimbursable Expenses then due. In the event of a termination where the CONTRACTOR Is In breach of this agreement, the CONTRACTOR shag not be entitled to .receive further payment until project Is finished. If the unpaid balance of the contract sum exceeds cost of finishing the project and other damages Incurred by the CLIENT and not expressly waived, such excess shall be paid to the CONTRACTOR. Should any litigation be commenced between the parties hereto or their personal representatives concerning any provision of this Agreement or the rights sand dudes of any person In cele#on !hereto, the party prevailing In such litigation shag be endued, In addition to such other relief that may be granted, to a reasonable sum as and for their or his or its attorney's fees and any other Filiation costs In such litigation. The parties agree to personal jurisdicHon In Seminole County, Florida and that the sole venue for any dispute arising out of this agreement shag be in Seminole4County, Florida. In an effort to resolve any conflicts that arise during the construction of the project or following the completion of the project, the CLIENT and the CONTRACTOR agree that all disputes between them arising out of or relating to this AGREEMENT shall be submitted to non binding mediation unless the parties mutually agree otherwise. The CLIENT and CONTRACTOR further agree to include a similar mediation provision In all agreements with Independent contractors and consultants detained for the project thereby providing for mediation as the primary method for dispute resolution between the parties to those agreements. This AGREEMENT represents the entire and integrated agreement between the CONTRACTOR and CLIENT; the Project described; the Services; the Condiibns; the Fees. Extra work or changes len the work shag be by CONTRACTOR'S addendum or CLIEeCO (change order) only. Upon acceptance in writing by both CONTRACTOR and CLIENT, all such a work or changes shag become incorparaied herein. Any additional Insurance, certificate or certifications rewired or requested by the CLIENT shag be considered additional work. The proposed language of such certifications requested of the CONTRACTOR or CONTRACTOR's Consultant:shall be submitted to the CONTRACTOR for review and approval at least fourteen (14) days prior to executiori. The CLIENT shall not request or require additional Insurance or motions that would require kirowledge or services beyond the scope of thle AGREEMENT. Any additional legal fees required in preparation of said berrfifications shag be considered a reimbursable expense. The CLIENT and CONTRACTOR agree in accordance with the terms and conditions of this AGREEMENT that, If the scrape of the Project or of the CbNTRACTOR's services Is changed materially, the amounts at compensation shag be equitably ad*ted; ted; and, If the services covered by this AGREEMENT have not been completed within twelve (12) months of the date hereof, through no fault of the CONTRACTOR. the amounts of compensation, rates and mulliples set forth herein shag be equitably adjusted. Chapter 558, Florida Statutes, contains important requirements you must follow before you may bring any legal action for an alleged construction defect In your hone.. Sixty days before you bring any legal action, You must deliver to the other party to this contract a written notice, referring to Chapter 558, of any construction conditions you allege are defective and provide such person the opportunity to Inspect the alleged construction defects and to consider making an 1 to repair or pay for the alleged construction defects. You are not obligated to accept any offer which may be made. There are strict deadlines. and Procedures. under this Florida Law which must be met and followed to protect your Interest. g Proposal valid for thirty (30) days from date listed below.; Once executed. this contract is only valid for above described work and Is not valid for any other similar work Pricing In this contract is also ony valid for above described work and Is not transferable to other similar work. CLIENT acknowledges that any unforeseen conditions wlll be subject to change order to CLIENT. Barring extreme circumstances. such as ads of God, extreme and unusual Inclement weather, strikes, lockouts, material and/or tabor shote, lack of availabft of utility services, material cosi shall remain fhced as noted In this contract. No work shall commend until contract Is executed. Contract is not considered executed until Initial deposit Is made and funds conftmmed. The proposed budget does not include any municipal fees and ALL PERMIT and IMPACT FEES will be paid for by CLIENT In addition to the proposed budget Base for Payment: For cast break downs and total sum of project seePROP ED B1„ L PAYMENT SCHEMLE:E. Fees for Basic Services shall be payable as follows: - initial deposlt 10% of total contract $24,067.08 - At completion foundation 20% of total contract and any outstanding Change Orders $48,134.15 - At Sheathing Inspection 20% of total contract and any outstanding Change Orders $48,134.15 - At Mechanical, Electrical and Plumbing Rough4n 20PA of total contract and any outstanding Change Orders $48,134.15 - At Drywall Screw Inspection 10% of total contract and any outstanding Change Orders $24,067.08 - At Mechanical Final inspection 10% of total contract and any outstanding Change Orders $24.067.08 - At Issuance of Cerfikate of Occupancy 10% of total contract and any outstanding Change Orders $24,067.08 Total Con Fee: $240,670.76 Payment sch b-submiitest financial institution, whets payment Is remitted monthly based an percentage of completion wWl be accepted In lieu of above payment schedule. Upon request of the final payment, the CONTRACTOR wW provide to the CLIENT a release of Hen -for any sub -contractor that has Issued a Notice to Owner' to the;CLIENT. CLIENT will provide Copies of `Notice to Owner' that were sent to the CLIENT, upon request by CONTRACTOR. Stated tees are plus relmbureahle expenses. Payment Is flue and payable upon completion of each phase. changes to contnd shag be in written form and applied to Construction Documents Include In contract prior to change In work starting. INAGM CONTRA ' CLIENTS Authorization: By* EKY: Mr. Zadibletiny FILLER UCTI SERVICES LLC CBC1 1 q{^2' is DATE DATE s Abbott i