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HomeMy WebLinkAboutProduct ApprovalProperty Card Michelle Franklin, CFA -- Saint Lucie County Pr( Property Identif Site Address: 4104 STONE RIDGE CT Sec/Town/Range: 07/34S/40E Map ID: 14/07S Zoning: RS -4 Ownership Mohammad Afzal Anwari Afzal 14 Meadowvale RD Plattsburgh, NY 12901 Legal Description HOLIDAY PINES S/D-PHASE III- LOT504 (MAP 14/07S)(OR 3131-642; 643) Current Values Just/Market Value: $144,600 Assessed Value: $144,600 Exemptions: $0 Taxable Value: $144,600 Taxes for this parcel: SLC Tax Collector's Office Download TRIM for this parcel: Download PDF p This information is believed to be correct at this time but it is © Copyright 2018 Saint Lucie County Property A, Total Areas Finished/Under Air (SF): 1,952 Gross Area (SF): 3,124 Land Size (acres): 0.44 Land Size (SF): 19,307 to change and is not warranted. All rights reserved. ge 1 of 1 http://www.paslc.org/RECard/ 4/3/2018 my 1 C) —L 1 r_ a ri r. f 46 w 44 LL �} r � it t c7 w J.t^ a It Ee Q ar% u r UtA Y Ck:y�Ct6J W \ Ce 11 f 6 ASA k 49 i' W1l t.. C - to e Y 13 `, } t €f 1 il L• 3. 1A i 3 Asx C9 CCH f �.W J t7 i N � •� Cx i � e � � ! � C{ w &%q, ;<'FYY ...,..._,..._ _ l 'LM N01103 'X V,-,' .......�......_...._._._..,...,_,�_. t.J m J Ga CNN S E ilia loyi M m J k � a I s C t*' loo V N L? owl V Q � 2 m Y 6 !., 2 ,. aN 1 a ISO ) ra -sg '� C IN 4-1 m � l.a lr ,'K S a I tl 4L 4 F- J. �. E ilia m I s C t*' loo V owl V 2 m Y 6 !., 2 ,. aN 1 a ISO E ilia ISO m 11013'11 WOO " INNIH OMN�dO Florida Building Code Online BCIS Home Log In ? User Registration Hot Topics Submit Surcharge Stats & f t Product Approval db .;USER: Public User rs Product Approval Menu > Product or Aoolication Search > FL # FL16546-R9 Application Type Revision Code Version 2017 Application Status Approved Page 1 of 6 Publications € FBC Staff I BCIS Site Map Links Search Comments Exterior Doors I Subcategory Archived (.... Evaluation Report from a Florida Registered Architect or a Licensed Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd.l Scott Hamilton the Evaluation Report Mason, OH 45040 Florida License PE -63286 (513) 770-6062 Intertek Testing (!Services NA, Inc. - QA Entity mwesterfield@clopay.com Authorized Signature Scott Hamilton !, shamilton@)clor)ay.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors I Subcategory Sectional Exterioir Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Scott Hamilton the Evaluation Report Florida License PE -63286 Quality Assurance Entity Intertek Testing (!Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Gary Pfuehler Validation Checklist - Hardcopy Received Certificate of Independence 1:1.16546 R9 COI Certification of Inde endenca of Validation Entity- Gary,.,._PfUehler 2016,-02-19.A f FL16546 R4 COI Statement on Independence of Evaluation Entity- Scottiiamiiton 2010.01 19.pdf Referenced Standard and Year (of Standard) Standard Year ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 ASTM E1886 2005 ASTM E1996 2009 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 7n: 1aoa https://www.floridabuilding.org/pr/pr_app_dtl. VXQwtDgvgqu2w%2bnF... 4/3/2018 Florida Building Code Online Equivalence of Product Standards Certified By Florida Licensed Sections from the Code Product Approval Method Method 1 OptionlD al Engineer or Architect Rno - FR(' - nvcMa .I n1` Page 2 of 6 Date Submitted 08/10/2017 Date Validated 08/14/2017 Date Pending FBC Approval 08/16/2017 Date Approved 10/10/2017 Summary of Products Go to Page Page 1 / 3 FL # Model, Number or Name Description 16546.1 01 W5-16-HY PAN -21`153/6: 73, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) 1500, 75, 76, 190, 84A, 94, 42, WINDCODE@ W5 Garage Door 42B, 48, 48B, 55, 4F, 4RST, 6RST, WINDCODE@ WS Garage Door 4RSF, 6RSF, GD5S, GD5SV, GR5S, 42B, 48, 48B, 55, 4F, 4RST, 6RST, GR5SV, ARSS, AR5SV, ED5S, Impact Resistant: Yes ED5SV Design Pressure: +46 PSF/-52 PSF Limits of Use Installation Instructions Approved for use in HVHZ: No FL '16546 R9 II 101922-A-Revl5.adf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +32 PSF/-32 PSF Evaluation Reports Other: Solid doors (no glazing) or doors with optional FL16546 R9 AE CBPC 131211-A.pclf impact -resistant glazing are impact -resistant (large missile Created by Independent Third Party: No impact). Evaluation Reports 16546.2 02 WS-16-HY PAN -21`153/6: 73, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) Limits of Use 1500, 75, 76, 190, 84A, 94, 42, WINDCODE@ WS Garage Door FL16546 R9 II _104791-Rev05.odf 42B, 48, 48B, 55, 4F, 4RST, 6RST, Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes 4RSF, 6RSF, GD5S, GD5SV, GR5S, Design Pressure: +46 PSF/-52 PSF Evaluation Reports GRSSV, AR5S, AR5SV, ED5S, FL16546 R9 AE CBPC 131211-A.odf glazing) or doors with optional impact -resistant glazing are ED5SV i t,,resistant (large missile impact). Limits of Use Installation Instructions Approved for use in HVHZ: No F!._16546 R9 II 101922 -B-Revl5.odf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +32 PSF/-32 PSF Evaluation Reports Other: The standard glazing available for this product 1_1..1.6.946_ R9 AE CBPC,_1,3i113-A,pcif meets the wind load requirements of the building code but Created by Independent Third Party: No DOES NOT meet the impact resistant requirement for windborne debris regions. 16546.3 03 W8-16 PAN -21`443: GD4S, GR4S, ED4S, AR4S Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Double -Car (9'2" to 16'2" wide) WINDCODE@ W8 Garage Door with Optional Impact -Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16546 R9 II _104791-Rev05.odf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +46 PSF/-52 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors (no FL16546 R9 AE CBPC 131211-A.odf glazing) or doors with optional impact -resistant glazing are Created by Independent Third Party: No i t,,resistant (large missile impact). 16546.4 04 W6-16 PAN -21`153: 73, 1500, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'2" wide) 75, 190, 84A, 94, 42, 42B, 48, WINDCODE@ W6 Garage Door with Optional Impact 48B, 55, 4RST, 6RST, 4RSF, 6RSF, Resistant Lites GD5S, GDSSV, GRSS, GR5SV, ARSS, ARSSV, ED5S, ED5SV Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16546 R9 II 104710-A-Rev03.1)df Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +36 PSF/-42 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors (no https://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgvgqu2w%2bnF 4/3/2018 Florida Building Code Online Page 3 of 6 standard glazing) are impact -resistant (large missile Fj_ljk9 AE C6......................................13i.-A,p _.. . if impact). Created by Independent Third Party: No 16546.5 05 W6-16 PAN -21`153: 73, 1500, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'2" wide) 75, 190, 84A, 94, 42, 48, 55, WINDCODE@ W6 Garage Door 4RST, 611ST, 4RSF, 6RSF, GD5S, GD5SV, GR5S, GR5SV, ARSS, ARSSV, ED5S, EDSSV Limits of Use Installation Instructions Approved for use in HVHZ: No F1_16546 R9 II 104710-B-Rev03.pdf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +36 PSF/-42 PSF Evaluation Reports Other: The standard glazing available for this product FL16546 129 AE CBPC._131.?1,.1.._A.Irdf meets the wind load requirements of the building code but Created by Independent Third Party: No DOES NOT meet the impact resistant requirement for standard glazing) are impact -resistant (large missile windborne debris regions. impact). 16546.6 06 W6-16 PAN -21`156: 76, 2RST Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'2" wide) WINDCODE@ W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16546 R9 II 104710-A-Rev03.pdf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +36 PSF/-42 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors (no FL16546 R9 AE CBPC 131211-A.Ddf standard glazing) are impact -resistant (large missile Created by Independent Third Party: No impact). FI -16546 R9 II 3.04814-A-Rev00.pdf 16546.7 07 W6-16 PAN -21`156: 76, 2RST Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'2" wide) WINDCODE8 W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL16546 R9 II 104710-6-Rev03.odi` Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +36 PSF/-42 PSF Evaluation Reports Other: The standard glazing available for this product FL16546 R9 AE CBPC 131211-A.oclf meets the wind load requirements of the building code but Created by Independent Third Party: No DOES NOT meet the impact resistant requirement for FI -16546 R9 II 3.04814-A-Rev00.pdf windborne debris regions. Verified By: Scott Hamilton FL PE 63286 16546.8 08 W5-16 PANSP-21`153/6: 73SP, 15SP, GDSSSP, GD5SSPV, 76SP, 76VSP Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) WINDCODE8 W5 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL16546„_R°..._iI_.._104818_A_RevOl- ed.odf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +32 PSF/-37 PSF Evaluation Reports Other: Solid doors (no glazing) or doors with optional FL16546 R9 AE CBPC 131211-A.pdf impact -resistant glazing are impact -resistant (large missile Created by Independent Third Party: No impact). FI -16546 R9 II 3.04814-A-Rev00.pdf 16546.9 09 W5-16 PANSP-21`153/6: 73SP, 15SP, GD5SSP, GD5SSPV, 76SP, 76VSP Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) WINDCODEO W5 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: No ,' .16546 R9 II 104818-B-ReV03.-sioned.pdf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +32 PSF/-37 PSF Evaluation Reports Other: The standard glazing available for this product FL16546 R9 AE CBPC 131211._A..pdf meets the wind load requirements of the building code but Created by Independent Third Party: No DOES NOT meet the impact resistant requirement for FI -16546 R9 II 3.04814-A-Rev00.pdf windborne debris regions. Verified By: Scott Hamilton FL PE 63286 16546.10 10 W6-09 DSIE-1A171: 2050, Double -skin Insulated EPS (exterior skin 27 ga. min.; 2051, 2053, 4050, 4051, 4053, 62, interior skin 29 ga. min.) Single -Car (up to 9'0" wide) 64, 65, 62G, 62LG, 64G, SDP38, WINDCODE® W6 Garage Door SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FI -16546 R9 II 3.04814-A-Rev00.pdf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +36 PSF/-44 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors (no �?.:_16546._R9 .AE_CBPC...._13.121.1..-A&I f glazing) are impact -resistant (large missile impact). Created by Independent Third Party: No http s: //www. floridabuilding. org/pr/pr_app_dtl . aspx?param=wGEVXQwtDgvgqu2w%2bnF... 4/3/2018 WIND SPEED CONVERSIONB'"b V- 100 liO 1 120 1 130 1 140 1 150 160 170 180 190 1 200 V 78 85 1 93 1 101 1 108 1 116 1 124 A 132 1 139 1 147 1 155 For SI: I mile per hour =0.44 rals.. a Linear interpolation is permitted. b. Vw= nominal design wind speed applicable to melt ods specified in Exceptions l `through 5l of Section I609.I.1. c, V.& = ultimate design wind speeds determined from Figum 16MA, 16098, or 16o9G. NGMINAL,(ASD) GARAGE DOORAND ROLLING A MEAN ROOF HEIGHT OF30-FEET ULTIMATE DESIGN WIND SPEED (V,,,� DETERMINED IN ACCORDANCE WIITH SECTiOiI 1606.3 (MPH -3 SECOND GUM Width 'ia'ghi tn) (R) 100 MPH 110 UPH i20 MPH ISO M P14 140 MPH 159 MPH 1601APH 170 MPH 180 AWN 190;M 2 O MPH Roo3 Angie 0-10 ttm3g? 1.40 8 8 8.7;9.8 10.5-11.9 12.5-14.2 14.7-16.5 17.1-19.3 WA -232 22.3-25.2 25.1-28S 28.2-31.9 31.4--355 344-19.4 10 10 8A.-9.4 10.2-114 12.1--13.6 14.2-16.0 16.5-18.5 i89-21.2 21.5-24.2 i .24.3-27.3 273-304 30.4-34.t 33.7-374 14 14 8.0-8.9 97-10.8 115-12.8 33.5=15.0 15.7-17.4 18.6-20.0 2"-22.8 24.1-25,7 25.9-28.8 28.9-32.1 32.0-35.6 Roof Angle } 10 degrae8 9. 7 %6 -10-9 11A-12.9. 13.7-r15.5 16.1-182 18.5-209 21:3-74.1 24;3-27.5, 27:6-31.2 30.6.-3416 34.2-38.6 384-43.0 16 7 9.2-10.3 10.9-12.2 13.1-14.6 15.5-172 )7.7-19.7 20:4-2271 233-26�.0 )26A-29.4 29.3-32,6 32.7--353 36A-40.6 79 MPH BS Ton 931M 101.WH 108 Wn 116?VH 1124MPH 132h" 139 MPH 147 MPH 135IdPH For Sh I foot = 304.8 mm, i mile per hoar=1.609 knelt, I psf= 47.98 NhO. Nominal Design Wind Speed (Vasil) converted from ultimate Design Wind Speedper Section 16093.1 1. For effective areas or wind speeds between time given above the load may be. imrterpclaft4 otherwise use the load assodatcd with tbo lower effective ansa. 2. Table Woes sbalt be adjusted for height and exposure by multiplying by tate adjustment coe ficlent la Tabble 1609.7(2) V --A 3. Plus and minus signs signify pressures acting toward anal away from the building sutfhoes. 4. Negativt pressurr8 assume door bas 2 feet of width in building's end zone. 5. Table values include the0.6load reduction fact. c j e2 i TABLE 160.7(2) ADJUSTMENT FACTOR FOR BUILDING HEIGHT AND EXPOSURE, (l+ ) MEAN ROOF HEfCdff (foot} 13 (EXPOSURE ..,..... E} 15 20 1.00 1.40 1.21 � 1-.29 i.4T -:SS 25 1.00 1.35 1.61 30 1.00 1.40 1.66 35 1.05 L45 1.70 44 1.09 3.49 >1,74 45 2.12 1.53:. 1.78 50 1.16 1:56 1181 55 1.19 1.59 1.84 60 1.22 1.62. 1.87 FLORIDA BUILDING CODE:- 81 R6,12.4i1 Garage door labeling. Garage doom shall be labeled I with a petrmnent label provided by the gauge do®r manufacturer. The ;label shall identify the garage door manufacum, the garage door modellseries nurdber, the positive and negative design pressure rating, indicate impact rated if applicable, the installation instruction drawing reference number, the Morida Product Approval or Miami -Dade Product Approval number if applicable, and this applicable test standards. Ile regumed garage door components for an approved garage door assembly may be indicated (king a checklist form on the label. N a checklist foiamatis used on the label, the door installer or the garage door manufactn= Shall mark the selected components on the checklist that ane required to assemble an approved garage floor system The installation instructions shall be provi&d and available on thesab site.. (20`14)