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Home My WebLink AboutBUILDING INFORMATIONMichelle Franklin, CFA-- Saint Lucie County Property Appraiser -- All rights reserved. Building Information Finished Area: 957 SF Gross Sketched Area: 1,604 SF All information is believed to be correct at this time, but is subject to change and is provided without any warranty. 0 Copyright 2020 Saint Lucie County Property Appraiser. All rights reserved. Exterior Data Building Type: HC Grade: C Year Built: 1981 Effective Year: 1981 No. Units: I Primary Wall: CB Stucco Secondary Wall: FrcdHoLAir Roof Cover: Fibrglss Shg Roof Structure: Hip View: 0 France: 100% Story Height: I Story All information is believed to be correct at this time, but is subject to change and is provided without any warranty. 0 Copyright 2020 Saint Lucie County Property Appraiser. All rights reserved. Interior Data Bedrooms: 2 Full Baths: 2 Half Baths: 0 Primary Int Wall: Drywall Primary Floors: Carpet Avg Hgt/Floor: 0 Heat Type: FrcdHoLAir Heat Fuel: ELEC Electric: MAXIMUM 0 Heated %: 100% Int Sprinkler %: N/A% All information is believed to be correct at this time, but is subject to change and is provided without any warranty. 0 Copyright 2020 Saint Lucie County Property Appraiser. All rights reserved. m6a E ME= SCIS Home I log to I User Registration I Hot Topics I Submit Surcharge I Stats a Facts I Publications ( Contact Us I SCIS Site Map I Unks I Search Florida k Product Approval - OBER: Public User d,"<I Prnduc[ Approval Menu > ProduR or Aoplicatlon Search > Ap011catlon List > Application Detail FL # FL16107-R11 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason, ON 45040 (513)770-6062 mwesterfield@clopay.com Authorized Signature Scott Hamilton shamitton@clopay.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Scott Hamilton Evaluation Report ANSI/DASMA 108 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 2002 -': Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards FL16107 R11 COI Certification of Independence of Validation Entity_ Gary Pfuehler pdf FL16107 R11 COI Statement on Independence of Evaluation Entity_ ScottHamiiton 120424.pdf 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 203 1994 Certified By Florida Licensed Professional Engineer or Architect FL16107 RII Equiv 20170809 - FBC - DASMA 108 ecuiv.pdf FL16107 Rll Equiv 20170809 - FBC - DASMA 115 equiypdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/10/2020 Date Validated 04/10/2020 Date Pending FBC Approval 04/13/2020 Date Approved 06/02/2020 Date Revised 08/13/2020 Summary of Products Go to Page (0 0 0 Page 1 / 3 _.......... FL # Model, Number or Name Description 16107.1 01 W6-16 DSIE-IF171: 4300, 4301, Double -skin Insulated EPS (exterior skin 27 ga. min.; interior 4310, HDG, HDGL, HDGF, 66, 66G, skin 27 ga. min.) Double -Car (97" to 16'2" wide) WINDCODE@ 67, 67G, 68, SP200, SF200, SE200, W6 Garage Door 6200, 6201, 6203 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 Rll II 104724-A-RevO3-signed 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: +38 PSF/-42 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R11 AE CBPC 121212-A,pdf doors with optional impact -resistant glazing are impact- Created by Independent Third Party: No resistant (large missile impact). 16107.2 02 W6-16 DSIE-1F171: 4300, 4301, Double -skin Insulated EPS (exterior skin 27 ga. min.; interior 4310, FOG, HDGL, HDGF, 66, 66G, skin 27 ga. min.) Double -Car (9'2" to 16'2" wide) WINDCODE® 67, 67G, 68, SP200, SF200, SE200, W6 Garage Door 6200, 6201, 6203 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 BIT If 104724-B-RevO3-signed.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: +38 PSF/-42 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R11 AE CBPC 121212-A.pdf requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No mtm*tequitoment for windborne debris regions. 16107.3 3 W6-16 PAN -21`153: 73, 75, 84A, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'2" wide) 4, 42, 48, 42B, 48B, 4RST, 6RST, WINDCODE® W6 Garage Door with Optional Impact -Resistant GDSS, GRSS, ARSS, EDSS Lites Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R11 II 104710-A-ReV03-signed.pdf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton IT 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 or FL16107 RI1 AE CBPC 121212-A.pdf doors with optional impact -resistant glazing are impact- Created by Independent Third Party: No resistant (large missile impact). 16107.4 04 W6-16 PAN -21`153: 73, 75, 84A, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'2" wide) 94, 42, 48, 42B, 48B, 4RST, 6RST, WINDCODE® W6 Garage Door GDSS, GRSS, ARSS, EDSS Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R11 II 104710-B-Rev03-signed.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: +36 PSF/-42 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R11 AE CBPC 121212-A.pdf requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No resistant requirement for windhorne debris regions. 16107,5 05 W6-16 PAN -21`143: 84A, 94, 98, Steel Pan (min. 24 ga.) 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G - y m "'gym - m m 5m•, oQ m %7. ,9 m11 �inl n mJ ..WA'ai ro .,SNF•........: % _ ^� ago N-- o �< ? m n n 3n�g nI L f1p P -----OPCNING IIfICHiDOOR HEIGHT —_I Z y,-OPCNING HfICNI IICICHI� 0 Po' N _ _T r 6 Ns \o �o m0:u �q< fff^^^ « o.� n i 01� x°�4''��r1 9 F a ion ug o�r� NK r 1 r 00 2^O o uml I W—Im 10 A&fit;: � avY N Nr m� o~ z s££ D c ko a s a - U' z<19" m yy11 n h O 69?Um 91- Z. nYw�= a o o N^ .Mbu 4 ua�t vin r m'-7 v D S' Ellz m. o D F G A P•'=1 ,n `^. '-�.' Y..m� Y_, m1Nm DO ` z �•'O o � E y a s a z 8 x�=m gg bio^=� � � 7 O :mA u r y =:- pYC O F Y � � _ O December 12, 2012 (revised 8/28/15) Evaluation Report for Clopay Building Products Company Sectional Garage Doors, W6 through W8 I have evaluated the wind load door designs as shown on the drawings listed below. I have reviewed the test reports, which were generated by accredited independent laboratories as required by the relevant Florida Administrative Rule, the engineering rational analysis, and the product drawings. The test reports are listed below. Assembly testing was conducted by American Test Lab North Carolina. Component testing was conducted by HETI and ETC. For the doors listed in Tables 1 through 5, Static Pressure Tests were conducted in accordance with TAS 202-1994, ASTM -E330-2002 and ANSI/DASMA 108-2005, Missile Impact and Cyclic Pressure Tests were conducted in accordance with TAS 201-1994 and TAS 203-1994 and ASTM E1886-2005 and ASTM E1996-2009 and ANSI/DASMA 115-2005. The pressures listed on the drawings are either direct results of these tests or results obtained through engineering rational analysis based on actual tests. I have concluded that the door designs listed below in Tables 1 through 5 are in compliance with these High Velocity Hurricane Zone test requirements of the Florida Building Code and therefore are qualified as impact -resistant assemblies (large missile impact). 104710-A-RevO3, ma�oor size 16'2" x 16'0"; +36/-42 PSF (design 104761-A-RevO2, max. door size 1812" x 1610"; +36/-42 PSF (design 104753-A-Rev02, max. oor size 16'2" x 1610"; +38/-42 PSF (design load) 104762-RevO2, max. door size 18'2" x 16'0"; +41/-46 PSFCdesign load) 104754-RevO2, max. door size 16'2" x 16'0"• 4.46/-50 PSF design load) TABLE 3: Drawings for doors with Manufacturing Product Code (MPC) DSIE-1F 1' 104724-A-RevO3, max. door size 16 2 x 16'0"; +38/-42 PSF (design load 104751-A-RevO2, max. door size 18'2" x 1610"; +38/-42 PSF (design load 104736-Rev03, max. door size 16'2" x 16'0"; +46/-52 PSF(design load 3.04752-RevO3, max. door size 1812" x 1610"; +46/-50 PSF (design load -A-Rev02,-max, door size 18'2" x 16'0"; +38/-42 PSF (design -Rev03, max. door size 16'2" x 16'0"; +46/-52 PSF (design 1 -Rev03, max. door size 18'2" x 16'0"; +46/-50 PSP (design 1 TAB E 5; s rManufacturingroduct Coe PC 104439-Rev02, max. oor size 9'0" x 12'0"; +47/-55 PsP (design load) PAGE 1 of 4 FILE; CBPC_121212-A.3 EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS, W6 - WB 104998-RevOO, max. door size 1612" x 12'0"; +41/-47 PSF (design load) For the doors in Tables 6 through 9, Static Pressure Tests were conducted in accordance with ASTM -E330-2002 and ANSI/DASMA 108-2005. The pressures listed on the drawings are either direct results of these tests or results obtained through engineering rational analysis based on actual tests. I have concluded that the door designs listed below in Tables 6 through 9 are in compliance with these test requirements of the Florida Building Code. 104710-B-Rev03, max, door size 16'2 x 16'0"; +36/-4Z PSF oesign 104761-B-Rev02, max. door size 18'2" x 16'0"; +36/-42 PSF design TABLE 7: Drawings for do h Manufacturing Product Code (MPC) PAN -2F143: 104753-8-ReV02, max. door size 16'2" x 16'0"; +38/-42 PSF (design load) Z4-B-ReVU3, max. 000r size lb -z x lb"U'"; +551-'f4 rbr 51-B-Rev02, max. door size 18'2" x 16'0"; +38/-42 PSF ABLE • Drawin s for doors wit Manufacturl Pod ct SIU -1F171: 104777-e-Rev02, max. door size 18'2" x 1 '0"; +38 -42 PSF (design load) Test Reports: ATL -0801,01-12 (8/15/12), ATL -0813,01-12 (10/9/12), ATL -1015,01-12 (11/3/12), ATL -1113,01-12R (2/18/13), ATL -1107,01-12 (11/20/12), ATL - 1023.01 -12(11/13/12), ATL -1009,01-12R (11/20/12), ATL -0827,01-12 (10/9/12), ATL 0123.01-14 (9/3/2014), ATL 0121.01-15 (2/6/2015). These reports document compliance with the -TAS testing standards and are signed and sealed by David Johnson, FL PE 61915. Product Description for doors with MPC PAN -2F153• These doors consist of 2" thick steel pan sections with min. 25 ga. (0.019") skins. The steel skin is at least G40 DDS per ASTM A653. The maximum section height Is 21". These doors may have optional Impact - Resistant Glazing. Optional Impact -Resistant Glazing is a one-piece injection - molded front frame and glazing. The following models are at least structurally equivalent to the tested door: 84A, 94, 98, 73, 75, 1500, 190, 4RST, 4F, 4RSF, 6RST, 6RSF, 48, 48B, 42, 42B, 55, 55S, GD5S, GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV. Not all models may be shown on a given drawing. Product Description for doors with MPC PAN -2F143: These doors consist of 2" thick steel pan sections with min. 24 ga, (0.022") skins. The steel skin is at least G40 DDS per ASTM A653. The maximum section height is 21". These doors may have optional Impact - Resistant Glazing. Optional Impact -Resistant Glazing is a one-piece Injection - molded front frame and glazing. The following models are at least structurally PAGE 2 OF 4 FILE; CBPC_1217.12-A.3 EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS, W6 ^ W8 equivalent to the tested door: 84A, 94, 98, 4RST, 4F, 48, 48B. Not all models may be shown on a given drawing. Product Description for doors with MPC DSIE-1F171: These doors consist of 2" double -skin insulated sections with an EPS core laminated to both skins. Both inner and outer skins are min. 27 ga. (0.016") G40 DDS per ASTM A653. The maximum section height is 21". These doors may have optional Impact -Resistant Glazing (IM). Optional Impact -Resistant Glazing (IM) is a one-piece Injection -molded front frame and glazing. The following models are at least structurally equivalent to the tested door: 4300, 4301, 4310, HDG, HDGL, HDGF, 66, 66G, 67, 67G, 68, 6200, 6201, 6203, SP200, SF200, SE200. Not all models may be shown on a given drawing. Product Description for doors with MPC DSIU-1F171: These doors consist of 2" double -skin insulated sections with polyurethane insulation foamed in place between both skins. Both inner and outer skins are min. 27 ga. (0.016") G40 DDS per ASTM A653. The maximum section height• is 21". These doors may have optional Impact -Resistant Glazing. Optional Impact -Resistant Glazing is a one-piece injection -molded front frame and glazing. The following models are at least structurally equivalent to the tested door: HDP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, 8201, 8203, 9200, 9201, 9203. Not all models may be shown on a given drawing. Product Description for doors with MPC W-1899• These doors consist of 2-13/16" custom wood door sections with hemlock rails and stiles and decorative cladding and overlays. The maximum section height Is 28". These doors may have optional Impact -Resistant Glazing. Optional Impact -Resistant Glazing is certified laminated glass as detailed on the individual drawings. The following models are at least structurally equivalent to the tested door: CR800, MR800, CH900, CRDnnn. Not all models may be shown on a given drawing. Impact Resistant Glazing (IM)_: The optional impact resistant glazing is an injection -molded polycarbonate front frame and glazing (GE LEXAN SLX2432T) that is an approved C1 plastic in accordance with testing required by FBC-B 2612. Approval based on review of the following tests: HETI-06-AO02 ASTM G155; HETI-06-T566 ASTM D638 (before); HETI-06-T634 ASTM D638 (after); ETC -06-1024-17496,0 ASTM D2843, ASTM D635, ASTM D1929. Limitations• The drawing(s) cited above are an explicit part of this evaluation report. The text of this report does not attempt to address all design details and relies on the illustrations and text of these drawings as well. PAGE 3 of 4 FILE: CBPC_121212•A,3 EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS, W6 - W8 Jambs, lintels, sills or other structural elements required to prepare openings are not covered. The design of the supporting structural elements shall be the responsibility of the professional of record for the building or structure and in accordance with current building codes for the loads listed on the drawing(s) referenced above. Installation requirements per the relevant Florida Administrative Rule, including attachments, are detailed on the drawing(s) listed above. Installation must be in accordance with manufacturer's Installation Instructions and must be as shown on the drawing(s) listed above. The manufacturer's licensed design professional listed on the drawing(s) has reviewed the attachment details and installation requirements. Signature: Scott Hamilton, P. Y. Florida P. E. No. 63286 Date: gt/ Il --- +++��unwp,��, ++++GO� V.• HAM/4T �"i ENS-:Q2Z,I:. No 63286 1;: ¢'r" STATE OF t �� V.-.0 ; r;�W�. hs/�NA„li, %. PAGE 4 or 4 FILE: CRPC_121212-A.3