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HomeMy WebLinkAboutAPPROVED Windload Docs - Ken Milner - 5409 Echo Pines Circle West Certified By Florida licensed Professional Engineer or Architect FL16107 R13 Equiv 20200812-FBC-ASTM 1886-1996 equiv pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/14/2020 Date Validated 10/15/2020 Date Pending FBC Approval 10/25/2020 Date Approved 12/15/2020 Date Revised 02/16/2021 Summary of Products Go to Page Page 1/3 FL# Model, Number or Name Description 16107.1 01 W6-16 DSIE-11F171: 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 i Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R13 II 1Q4724-A-Rev05,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 R13 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, 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: No FL16107 R13 II 104724-B-Rev05.pdf ` Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Crea a by-Indepe_ndent Third Party: No Design Pressur 8-PS%�42 PSF Evaluation Reports` Other:DMA wiry'y h s andard glazing meet the wind Toad FL16107 R13 AE CBPC 121212=Adf requjrel66nts of the building code but DO NOT meet the Impact Created by Independent Third Party:- a�. istant requirement for windbome debris regions. r^' 16107.3 03 W6-16 PAN-2FIS3: 73,75,84A, Steel Pan (min. 25 ga.) Double-Car(9'2"to 16'2"wild 94, 42,48, 42B,4136, 411ST, 6RST, WINDCODE@ W6 Garage Door with Optional Impact-Res ant GDSS, GRSS,ARSS, EDSS Lites Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R13 II 104710-A-RevO4.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 or FL16107 R13 AE CBPC 121212-A.pdf doo ith optional Impact-resistant glazing are Impact- Created by Independent Third Party: No resistant atge missile impact). 16107.4 - 6 PAN-2F153: 73, 75,84A, Steel Pan(min. 25 ga.) Double- a 2"to 16'2"wide) 94,42,487 2B,-488r4jRST 6RST, WINDCODE ar oor GD5S, GR5S,ARSS, EDSS i Limits of Use Installation Instructions Approved for use in HVHZ: No EL16107 R13 ,II 10471Q-B-Rev04.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: Doors with standard glazing meet the wind load FL16107 R13 AE CBPG_12121 �df 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-2F143: 84A,94, 98, Steel Pan(min, 24 ga.) Double-Car(9'2"to 16'2"wide) 48,488, 4F,4RST WINDCODE®W6 Garage Door with Optional Impact-Resistant Lites Michelle Franklin, CFA-- Saint Lucie County Property Appraiser --All rights reserved. Building Information Finished Area: 1,731 SF Gross Sketched Area:3,160 SF Exterior Data Building Type: HC+ Grade: Ct I Year Built: 1981 Effective Year: 1981 No,Units: I Primary Wall: CB Stucco Secondary Wall: Roof Cover: Dim Shingle Roof Structure: Hip View: Frame: Story Height: 1 Story Interior Data Bedrooms: 3 i Full Baths: 2 Half Baths: I Primary Int Wall: Drywall Primary Floors: Tile-Cerainic Avg Hgt/Floor: 0 Heat Type: FredHotAir Heat Fuel: ELEC i Electric: MAXIMUM A/C W 100% Heated%: i00/° Int Sprinkler W 0% :14 NJSE Yr]OM I TS 50 16 APSA Ip 16 ........ S6 OM W) 1 I P I All inforrnation is believed to be correct at this time,but is subject to change and is provided without any warranty. 0 Copyright 2021 Saint Lucie County Property Appraiser,All rights reserved. !1 EE! I n � b ass top, MAX, SECTION HT. 21" n MAX, DOOR WORT 16'-O" r mi ea Scl �►�4y�1�+'.. 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" O DO tp� pA7RMC > '� S N tyn.ro [0 Z51C gp aiiivPPO f7On1 CFI } X�XNC w a n �4�yy p gv z z O F�1r 7� O 2 �J vJfW ! y W c� o December 12, 2012 (revised 8/5/20) Evaluation Report for Clopay Corporation Sectional Garage Doors, W6 through W8 3 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). ABLE 1: Drawings for doors t ManWf"cturing Product Code MPC 153: 104710-A-Rev04, max, door size 16'2" x 16`0"; +3.6/-42 PSF '(design load) 104761-A-Rev05, max. door size 18'2" x 16'0"; +36/-42 PSF :(design load) TABLE 2., 1 Drawings for doors with a u ct u t Code. PC. PAN-2F143: 104753-A-Rev03-; max. door size 16'2" x 1:6.'0"; +38/-42 PSF .(design oad) 104762-Rev03, max. door size 18'2" x 1.6'0"; +41/-46 PSF (design load) 104754-Rev03, max. door size 1612" x 16'0"; +46/-50 PSF (design load) TA LE 3, Drawings or doors apUfacturing ProductCode (MPQ D IE-1F 7 104724-A-Rev05, max. door size 16'2" x 1 '0"; +38./--42 PSF (design load) 104751-A-Rev05, max. door size 18'2" x 16'0"; +38/-42 PSF (design load) 104736-Rev05, max. door size 16'2" x 16'0"; +46/-52 PSF (design load) I 104752-Rev05, max. door size 18'2" x 16`0"; +46/-50 PSF (design load) i TABLE 4: Drawings,for d90 s with ManufadWriLiq Rroduct Code C DSIU�-iF171: 104777--A-Rev04, max, door size 18'2" x 1 . 0 '; +38/-42 PSF .(design load). 104778-Rev05, max. door size 16'2" x 16'0"; +46/-52 PSF (design load) 104779-RevO4, max. door size 18'2" x 16'0"; +46/-50 PSF (design load) TABLE 5: Drawings for doors with Manufacturing Product Code PC -1G899: 1.04939.-Rev03., max. door size 9'0' x 12'`0` ; +47/-55 PSF (design load) 104998-Rev05, max. door size 16'2" 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 PAGE 1 or 4 FiLE: CBPC_12121.2-A.4 EVALUATION REPORT FOR CLOPAY CORPORATION SECTIONAL GARAGE DOORS,W6-WB 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. TABLE 6: Drawings for oo s with ManufacturingProduct Code MPC N-2F153: 104710-6-Rev04, max. door size 16'2' x 16 : ; +3fii -42 PSF design load) 104761-B-RevOS, max. door size 18'2" x 16'0"; +36/-42 PSF '(design load) T BLE.7: Drawings or doors with Manufacturina Product Coe M C: PA -2F1 3: 104753-B-Rev03, max. door size 16'2" x 1ii 0."; +38/w�42 PSF (design load) TAB 8: Drawings for doors with fact Product Code, C - F171: 104724-B-Rev05, max. door size 16'2 ' x 1 0"; +38/-42 PSF (design loa ) 104751-B-Rev05, max. door size 18'2" x 1610"; +38/-42 PSF (design load) TABLE 9:. Drawinos for doors withMahufacturing P.o uct Cod C DS1U-1F1 1 104777-B-RevO4, max. door size 18'2" x 15'0 '; +38/-42 PSF (design load) .Test_ a of ts,_ 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_D scr ption W 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 MPG 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 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, {EI i I PAGE 2 OF 4 FILE; CBPC_121212-A.4 i i i EVALUATION REPORT FOR CLOPAY CORPORATION SECTIONAL GARAGE DOORS,W6-W8 3 3 67G, 68, 6200, 6201, 6203, SP200, SF200, SE200. Not all models may be shown on a i given drawing. 3 Product Description for_doors with MPC DSIIJ-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 Descrfptfon fnr doors wlth__MPC_W-A99: 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. linpact Resistant.Glazing (Moldedl The optional impact resistant glazing is an Injection-molded polycarbonate front frame and glazing (LEXAN SLX2432T) that is an approved C1 plastic In accordance with testing required by FBC-B 2606. FBC-B 2615 compliance 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. I i 1 I {E I 3 PAGE 3 OF 4 FILE:CBPC_121212-A.4 EVALUATION REPORT FOR CLOPAY CORPORATION SECTIONAL GARAGE DOORS,W6-W8 Li Itations; 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. 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 i 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. j i �11k.1t1�[tftl Signature,, ��� THAMk��� .•� No 63286. Scott Hamilton, P. E. Florida P. E. No, 63 - }y.r 4 i� •,. STATE OF ; w Date: c ' Z 0 wi. ;c 3 I� i 1 `l E { E I Ef i PAGE 4 OF 4 FILE: CBPCL121212-A.4 i