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APPROVED, Nick Perfetto Windload Documents
Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. Building Information Finished Area. 1,809 SF Gross Sketched Area: 2,690 SF Exterior Data Building Type: HC+ Grade: C+ Year Built: 1999 Effective Year: 1999 No. Units: t Primary Wall: CB Stucco Secondary Wall: Roof Cover: Fibrglss Shg Roof Structure: Hip View: Frame: Story Height: 1 Story Interior Data Bedrooms: 3 Full Baths: 2 Half Baths: b Primary Int Wall: Drywall Primary Floors: Carpet Avg Hgt/Floor: a Heat Type: FredHotAir Heat Fuel: ELEC Electric: MAXIMUM A/C %: 100% Heated %: 100% Int Sprinkler W IN/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. a» BCIS Home I Log In User Registration I Hot Topics I Submit Surcharge Stats & Facts Publications 11 Contact Us I BCJS Site Map Links Search Ffarida r ° Product Approval USER: Public User Product ApprovaLMenu > Product or Application Search > @pul€cation List > Application Detail FL # FL16107-RII Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Masan, OH 45040 (513)770-6062 mwesterflei d@clopay,com Authorized Signature Scott Hamilton shamilton@clopay.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/ Phone/Emaii 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 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 Referenced Standard and Year (of Standard) FL16107 R11 COI Certification of Independence of Validation Entity_ Gary Pfuehler. FL16107 R11 COI Statement on Independence of Evaluation Entity_ ScottHamilton 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 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Go to Page Florida Licensed Professional Engineer or Architect FL16107 R11 Equiv 20170809 - FBC - DASMA 108 equiv.pd€ FL16107 R11 Equiv 20170809 - FBC - DASMA 115 eguN�pd€ Method 1 Option D 04/10/2020 04/10/2020 04/13/2020 06/02/2020 08/13/2020 0 10 Page 1/ 3 a 0 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 (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: Yes FL16107 R11 II 104724-6-RgV9,3 giLe� i- 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-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 (9'2" to 167' wide) WINDCODE(D 67, 67G, 68, SP200, SF200, SE200, W6 Garage Door 6200, 6201, 6203 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R11 II 104724-B-Rey03-s1gn,gd,.p_dF 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.pd€ require uilding code but DO NOT meet the impact Created by Independent Third Party; No ras scant requirement 10dborne debris regions. 16107.3 03 W6-16 N-2F153: 73, 75, 84A, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'2" wide) 94, 42, 48, 4 8, 488, 4RST, 6RST, WINDCODE@ W6 Garage Door with Optional Impact -Resistant GD5S, GR5S, R5S, ED5S Lites Limits of Use Installation Instructions A proved for use in HVHZ: Yes FL16107 R11 II 104710-A-Rev03-signed p_�f App ved- oar use outside HVHZ./es Verified By: Scott Hamilton FL PE 63286 Impact Resistant: -Yes----~ J 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 EL16107 R11 AE C52G_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-21F153: 73, 75, 84A, 94, 42, 48, 428, 488, 4RST, 6RST, GD5S, GR5S, AR5S, ED55 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: No FL16107 R11 II I04710-B-Rev03-signnd pa 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.W requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No resistant requirement for windborne debris regions. 16107.5 05 W6-16 PAN-21`143: 84A, 94, 98, I Steel Pan (min. 24 ga.) Double -Car (9'2" to 16'2" wide) 48, 48B, 4F, 4RST WINDCODE@ W6 Garage Door with Optional Impact -Resistant :mi 'A I � m .. `5tti4EtiT z r o :33 >. U ., � 9 O Y-21A/. Y �i�� (lr p�yi LpoJ mrnnrr AA ran }��+�laz �8 Ll G�)1 f,ll N � a pQ xt T � �00 V OZ iLn�„ i v�m$moml„ lA f1 N � 1 a Oil Q �Np'1 N F r In!1 ry�ji 'fin la�n�mlil w C � 1 Ham�g 0� w o n yZOr Z O VI O _ w � o 41��fg T- co 'I I N V a N cionl�ve]� x N en arq nnonn s t� i-ii•; YY n - n d+N N Irt V � C Pd o nail hNN Ei C r� i � ry $.witl iiw,y z rl o O r0 w „ A � T uNo��7 1� w :1 O[:f �Ir 6 C �m o' I Pz�T. � v yQD N1 Z G 'a? w na NIU +� N a z �z 71 -1 omo Mtn v�zrlxu �x +l�lm OQ�Ur n z zr��16-11 I�lmO V . k x InUyVI h vJn m-U:jo m 1 O m _ Mm O©n"t O r r m 0 z�i Q eOe M Ax 7 �' �E_ — 7 O n ai o�'l; hi pmorn MAX. 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