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Home My WebLink AboutPRODUCT APPROVAL - SLIDING EXTERIOR DOOR ASSEMBIES12/21/2020 Florida Building Code Online rft u� Professional Regulation BCIS Home I Log In 1 User Registration I Hot Topics Submit Surcharge Stats & Facts .'• Publications Contact Us BCIS Site Map Links Search UProduct Approval pr (- USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL29078-R2 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer CGI Windows and Doors Address/Phone/Email 10100 NW 25 Street Miami, FL 33172 (305) 593-6590 Lmiller@pgtindustries.com Authorized Signature Jens Rosowski josowski@pgtindustries.com Technical Representative Lynn Miller, P.E. Address/Phone/Email 1070 Technology Dr N Venice, FL 34275 (941) 486-0100 Ext21142 (miller@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding 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 A. Lynn Miller, P.E. Evaluation Report Florida License PE-58705 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 02/19/2023 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL29078 R2 COI Cert of Independence.pdf Standard ASTM E1300 TAS-202 Year 2009 1994 https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDqugvQUWv761gmM6%2fhjsnR]HFL%2fJoQ422tHDtVscZ%2fgeig°/a3d%3d 1/2 12/21/2020 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 09/04/2020 Date Validated 09/06/2020 Date Pending FBC Approval 09/21/2020 Date Approved 12/16/2020 Summary of Products FL # Model, Number or Name Description 29078.1 SGD-4025A Non -Impact, Aluminum Sliding Glass Door ; Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL29078 R2 II SGD-4025A CGI - REV A.pdf Approved for use outside HVHZ: Yes Verified By: A. Lynn Miller, P.E. PE-58705 Impact Resistant: No Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Please see the enclosed documents for product FL29078 R2 AE SGD4025A CGI - Eng Eval.pdf performance information, anchorage details, and anchor type, Created by Independent Third Party: No size, and spacing information. 29078.2 SGD-4130A Impact Resistant, Aluminum Sliding Glass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL29078 R2 II SGD-4130A -REV A.pdf Approved for use outside HVHZ: Yes Verified By: A. Lynn Miller, P.E. PE-58705 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Please see the enclosed documents for product FL29078 R2 AE 4130 Door Eng Eval.pdf j performance information, anchorage details, and anchor type, Created by Independent Third Party: No II size, and spacing information. n Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State 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 mail 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), 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 be used for official communication with the licensee. 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 Accepts: Credit Card Safe https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDqugvQUWv761gmM6%2fhjsnRIHFL%2fJoQ422tHDtVscZ%2fgeig%3d%3d 2/2 Engineering Evaluation Report # 4130-090120 Prepared by: A. Lynn Miller, P.E. 1070 Technology Dr. N. Venice, FL 34275 (941) 480-1600 Certificate of Authorization: #29296 Manufacturer: CGI Windows and Doors 3780 W 104th St. Hialeah, FL 33018 Product Description: SGD4130A Impact -resistant Aluminum Sliding Glass Door, (LM & SM), FL-29078 Compliance: The above -mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(d). The product listed herein complies with requirements of the current Florida Building Code. This product has been evaluated and is in compliance with the current Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). Supporting Technical Documentation: 1. Approval document: drawing number SGD4130FLPA Rev. A, signed and sealed by A. Lynn Miller, P.E. 2. Test Report FTL 19-8800 & 20-2108.1-5, signed and sealed by Idalmis Ortega, P.E. Fenestration Testing Laboratories, Medley, FL 33166 TAS 201-94 Large Missile Impact Test TAS 202-94 Uniform Static Air Pressure Test TAS 203-94 Cyclic Pressure Loading Test 3. Anchor calculations, signed and sealed by A. Lynn Miller, P.E., dated 4/18/19 & 9/1/20 Limitations and Conditions of use: • Units must be glazed per ASTM E1300-09, refer to approval document for glazing details. • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions. • Frame and panel material to be extruded Aluminum. • Units must be installed in accordance with approval document, SGD4130FLPA. �.��a�yY LYNN,yI�,. l * _ No.58705 ` 473/2100 STATE OF �CORtOP. ZONAL,'E� A. Lynn Miller, P.E. P.E. # 58705 SERIES 4130A IMPACT RESISTANT SLIDING GLASS DOOR 1) THIS PRODUCT HAS BEEN DESIGNED 8. TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1. ALL WOOD BUCKS LESS THAN 1.1/2" THICK ARE TO BE CONSIDERED IX INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1.1/2" THICK OR GREATER. 1X 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. 4) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL $EALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) SHIMS ARE REQUIRED AT EACH FLANGE 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, 6) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WIND LOADS 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 FOR CORROSION RESISTANCE. TABLE 1: Anchor Group Anchor Substrate Minimum Edge Distance Minimum Embedment #12 SMS Screw (G5); Steel, 18-8 SS or 410 SS Southern Pine (SG = .55) 9/16" 1-3/8" Aluminum, 6063-T5 min. 3/8" 1/8" Steel Stud, 16 Ga., Gr. 33 min. 3/8" 0,0566" A36 Steel 3/8" 0.050" A 114" steel Ultracon Concrete (min. 2.9 ksi) 2-1/2" 1-3/8" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" Southern Pine (SG = .55) 1" 1-3/8" 1/4" steel Ultracon+ Concrete (min. 3.0 ksi) 2-1/2" 1-318" Ungrouled CMU, (ASTM C-90) 2-1/2" 1-1/4" Southern Pine (SG = .55) 1" 1-3/8" 1/4" 410 SS CreteFlex Concrete (min. 3.35 ksi) 2-112" 1-3/4" Ungrouled CMU, (ASTM C-90) 2-112" 1-1/4" Southern Pine (SG = .55) 1" 1-3/8" 1/4" steel Ultracon Concrete (min. 2.85 ksi) 1" 1-3/8" Ungrouled CMU, (ASTM C-90) 1" 1-1/4" B 1/4" steel Ultracon+ Concrete (min. 3.0 ksi) 1-5/8" 1-3/8" Ungrouled CMU, (ASTM C-90) 1" 1-1/4" 1/4" 410 SS CreteFlex Concrete (min. 3.35 ksi) 1" 1-3/4" Ungrouled CMU, (ASTM 690) 1-1/4" 1-1/4" 1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 2) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUT -FILLED CMU APPLICATIONS. 3) ANY ANCHOR HEAD TYPE IS APPLICABLE. FLORIDA PRODUCT APPROVAL #29078 3 ANCHORS FOR ANCHOR GROUP A (SHOWN); 5 ANCHORS FOR ANCHOR GROUP B 6" MAX. 28-3/4" MAX. O.C. FOR ANCHOR GROUP A; 18" MAX. O.C. FOR ANCHOR GROUP B DESIGN PRESSURE RATING IMPACT RATING +55/-65 PSF MIISSSIILE IMPACT RESISTANCE AT LEAST 4" O.C., STAGGERED IN ALTERNATING TRACKS, SEE SHEET 3 fi MAX. — D E D' 8 MAX.X. HEIGHT DLO / / 98 A FRAME a a a 40.MAX. DLO WIDTH �� B FOR SILL ANCHORAGE, SEE HEAD. ' TYP. ANCHOR LOCATIONS 4 PANEL, 2 TRACK BYPASS OXXX CONFIGURATION SHOWN. UNLIMITED NUMBER OF PANELS IN ANY 2-TRACK OR 3-TRACK CONFIGURATION USING VERTICAL CONDITIONS SHOWN ON SHEET 2 ARE APPROVED AS LONG AS THE PANEL DLO WIDTH DOES NOT EXCEED THE TESTED DLO WIDTH OF 40-5/8" AND THE TESTED FRAME HEIGHT OF 98" IS NOT EXCEEDED. ADDITIONALLY, FOR INSTALLATIONS IN THE HVHZ, MAXIMUM FRAME AREA OF 194.6 SQUARE FEET MAY NOT BE EXCEEDED. 1AX. 1EIGHT EDGE DISTANCE EMBEDMENT 1 J— TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1 DETAIL OA r 1/4" MAX. SHIM 2-TRACK HEAD SHOWN, MAY ALSO _ BE 3-TRACK, #4 PANEL CLIP ONLY USED 39 24 IN CONFIGURATIONS WITH A FIXED PANEL 1/4" MAX. SHIM FOR ALL FRAME MEMBERS IN A 3-TRACK CONFIGURATION, THE POUTER ROW OF ANCHORS MAY BE INSTALLED IN EITHER THE EXTERIOR OR INTERIOR TRACK. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1 \J EDGE ILA DISTANCE 25 27 38 EMBEDMENT OLD 28 3-TRACK JAMB SHOWN, MAY FRAME HEIGHT B ALSO BE 2-TRACK, #3 HEIGHT DETAIL OE 30 NOTES 37 11 7 1) USE ONLY SUBSTRATE APPROPRIATE ANCHORS LISTED IN TABLE 1. FOLLOW EMBEDMENT AND EDGE 13 39 DISTANCE LIMITS. 20 2) MASONRY ANCHORS MAYBE USED INTO WOOD AS 32 PER TABLE 1. ALL WOO BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD r BUCKS ARE 50 9 TO SUBSTRATE.OPTIONAL DIRECTLY WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. IX AND 2X BUCKS (WHEN EXTERIOR 21 12 EXTERIOR 27 gg 25 USED) SHALL BE DESIGNED TO PROPERLY TRANSFER 22 LOADS TO THE STRUCTURE WOOD BUCK DESIGN AND FIXED PANEL INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER 14 DETAIL @ SILL OR ARCHITECT OF RECORD. 30 3) SEE SHEET 3 & TABLE 1 FOR SPACING REQUIREMENTS. 2-TRACK SILL 2 SHOWN, MAY / 4) MAX. SHIM THICKNESS TO BE U,`111 I I I I I ALSO 3-TRACK. #5 DETAIL B 50 t•' LICENSE' •�(F TRI6. Dmwn By, Impact Resistant ' •.,� Windows & Doors _ No. 58705 *= ALUMINUM SLIDING GLASS DOOR FPA J ROSOWSKI ` WE-RESTRDNGER" _ non: Dote: —'p'C- 20 ` 1/4" MAX. D—dp � PREPARED BY LVNN MILLER EMBEDMENT INSTALLATION CROSS -SECTIONS 04/15/19 " Q STATE coNT. SHIM 1070 TECHNOLOGY DRIVE OR GROUT N. VENICE, FL 34275 ' Revfe7on: Rev. ey: Rev. Dete: (941)480-t800 ��S'••�ORIOP_:\�� D DOORS. EDGE COPYRIGHTO YDEO DISTANCE y TYP. ANCHOR TYPE, EMBEDMENT AND EDGE Sertea/Model: Srnle: Sheet: Diowing No. Rev. COLIMITEDLIC�ETO MANE /It1111111111 DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1 COPIES FOR PERMRING A. LYNN MILLER, P.E. SGD-4130A 75 2 OF 4 SGD4130FLPA A CERT. OFAUTH.#29296 P.E.#58705 2TRACKJAMB ANCHOR DETAIL IF ! 8 EXTERIOR a 28-3/4" MAX. O.C. FOR ANCHOR GROUP A; 18'. MAX. O.C. FOR ANCHOR GROUP 28-3/4" MAX. O.C. FOR ANCHOR GROUP A; 18" MAX. O.C. FOR ANCHOR GROUP 28-3/4" MAX. O.C. FOR ANCHOR GROUP A; 18" MAX. O.C. FOR ANCHOR GROUP EXTERIOR a 3TRACKJAMB ANCHOR DETAIL EXTERIOR I INTERIOR TRACK TRACK 28-3/4" MAX. O.C. FOR ANCHOR GROUP A; 18" MAX. O.C. FOR ANCHOR GROUP B 28-3/4" MAX. O.C. FOR ANCHOR GROUP A; 18" MAX. O.C. FOR ANCHOR GROUP B 28-3/4" MAX. O.C. FOR ANCHOR GROUP A; 18" MAX. O.C. FOR ANCHOR GROUP B CENTER TRACK NOTE 1) FOR ALL FRAME MEMBERS IN A 3-TRACK CONFIGURATION, THE OUTER ROW OF ANCHORS MAY BE INSTALLED IN EITHER THE EXTERIOR OR INTERIOR TRACK. 3.625" 3.625" MIN. MIN, 4" MIN=1.871" 4" MIN. o 0 0 0 1.8171" EXTERIOR o EXTERIOR 2 TRACK HEAD V 2 TRACK HEAD 3-ANCHOR CLUSTER DETAIL 5-ANCHOR CLUSTER DETAIL WMIN. " 3.625" MIN. 4" MIN. 001"EXTERIOR EXTERIOR 2 TRACK SILL n_ 3-ANCHOR CLUSTER DETAIL 5-ANCHOR CLUSTER DETAIL V r MIN. 3.625" 4" MIN. MIN. MIN. M7i. 0 0 0 0 1" 1.871" 0 o o EXTERIOR EXTERIOR 3 TRACK HEAD 3 TRACK HEAD 3-ANCHOR CLUSTER DETAIL 5-ANCHOR CLUSTER DETAIL (SEE NOTE 1, THIS SHEET) (SEE NOTE 1, THIS SHEET) MIN. 3.625' 4" MIN. MIN. MIN. 0 4" MIN, o 0 o 0 1.871" 1.871" 0 0 0 EXTERIOR EXTERIOR 3 TRACK SILL 3 TRACK SILL 3-ANCHOR CLUSTER DETAIL 5-ANCHOR CLUSTER DETAIL (SEE NOTE 1, THIS SHEET) (SEE NOTE 1, THIS SHEET) .\\\11111111 /l/l t.\CENSF !7/(� ' Q _ *:' NoNo.w587B5 •, *_ l/' 913/r2, 11 ��'•, �= Impact Resistant ZWE'RWinESTRONd Daors /e: ALUMINUM SLIDING GLASS DOOR FPA aawfl J ROSOWSKI DneriFtlom Dale: PREPARED BY LYNN MILLER INSTALLATION ANCHOR HOLE LOCATIONS 04/15/19 1070TECHNOLOGYDRIVE N. VENICE, FL 34275 (941)480-1600•'••A,<ORIDP`,._'`G\�� ;,� STATE OF (C/ /";'9�ONAL ReWelon: Rev. By: Rev. Dob: coPrwGNT ¢� zozo CGI WINDOWSANDDOORS, INC. LIMITED LICENSE TO MAKE Berf"lUodel. scale: sheet: Omwtnp No. Rar. SGD-4130A NTS 3OF4 SGD4130FLPA A COPIES FOR PERMITTING . A. LYNN MILLER, P.E. CERT.OFAUTH,#29296 P.E.MILLER .062" 1 125" .062" 24.673-6.540"-�- .065" A .065" A O2-TRACK HEAD O 3-TRACK HEAD 715 070" .(0�70" . n (� .875" I I I I .874" O2-TRACK SILL O 3-TRACK SILL 4.716" .090" 6.584" .090" T r. 1.376" 1.375" O 2-TRACK JAMB .080" O 3-TRACK JAMB 4.062" - .062" f �T AL1.140' 062" f .062" OHORIZONTAL RAIL 1 070" 4,006" .......-..� f-- - .070" 1.490" 1 .070" OVERTICAL STILE 4,006" ---�{ .070" 1.790" .080" O EXTERIOR INTERLOCK 080" --..--- 4.006" -------• f- - .070" 1.790" .070" 10 INTERIOR INTERLOCK --I •� ,p62• 3.668" 2.639" .075- I� 1A04" -1 .647" �-- .160° 11 ASTRAGAL 12 WATERBAR ADAPTER -1.680" 1-- .045" 471.!07- 13 BEADING .870" tL 14 ROLLER TRACK 7/16" NOM GLASS STACK ---►•� �- 3/16" HEAT -STRENGTHENED GLASS .090" SAFLEX OR TROSIFOL PVBINTERLAYER 3/16" ANNEALED GLASS OR HEAT -STRENGTHENED GLASS 25 13 11/16" NOM. GLASS BITE EXTERIOR TYP. GLAZING DETAIL TABLE 2: Item 1 Part# AL-1140 Description 2-Track Frame Head Mat 6063-T6 2 ALA 142 2-Track Frame Sill 6063-T6 3 AL-1141 2-Track Frame Jamb 6063-T6 4 ALA W 3-Track Frame Head 6063-76 5 AL-1145 3-Track Frame Sill 6063-TS 6 AL-1144 3-Track Frame Jamb 6063-T6 7 AL-1147 lHorzontal Stile 6063-T6 8 AL-1148 Exterior Interlock 6063-76 9 AL-1150 Vertical Rail 6063-T6 10 AL-1149 Interior Interlock 6063-76 11 AL-1151 Astragal 6063-76 12 AL-1146 Waterbar Adaptor 6063-T6 13 AL-1152 7116' Laminated Glazing Bead 6063-T6 14 AL-1153 Roller Track 6063-T6 20 HD-77-10244 Fixed Panel Shim 21 HD-77-10245 Roller Shim 22 HD-77-10249 Tandem Rollers 23 HD•77-10248 Anti Lift - Air Pad 24 Fixed Panel Clip 6063-T6 25 WS-382V Glazing Bulb .187" X.200" PVC 26 Lock 27 Keeper- KIT 28 Handle Set - KIT 29 Recessed Handle 30 64066G Weatherstrip .187" X.230" Fin Seal 31 HD-77-10251 .95" X2" X,3W (Anti -Lift & Sill) Plug 32 PGT 71828K 1/2" X4" X 1/8" Setting Block 33 204-W Bumper PVC 34 7/16" Adjustment Screw Cover 35 it8 X 1" Pan Phil A (Assembly) 41OSS 36 #10-16 X 1-1/4" Pan Phil Tek 41OSS 37 #10 X 6/8" Pan Phil AS (Astragal) 41OSS 38 #10 X 1" Pan PH TEK 410 SS (Keeper) 41OSS 39 #8 X 3/4" Flat Phil Tek (O-panel) 41OSS 40 #1632 X 3/4' Flat (Undercut) Ph 41OSS 41 HD-77-10252 .810" X"116" X.690" (Top/Bot Rail) Plug 42 Dew 791, 983 or RGS 7700 Sealant 50 Screen Assembly varies ALUMINUM SLIDING GLASS DOOR FPA I J ROSOWSKI Description: Dots: EXTRUSIONS AND BOM 04/15/19 R-ision: I Rev. fiy: I Rev. Dole: SGD-4130A Sc75 �nee4 OF 4 OSGD4130FLPA Irawing No.ReA .�111111i/r//// � '� '410ENSg '•. �� Resistant i�'i� 0Impact Windows & Doors •*, ; No. 58705 '•, *, WERE STRONGER"�j- ••, PREPARED BY LYNN MILLER 1070 TECHNOLOGY DRIVE N.VENICE,FL34275 (941)480-1600 � STATE OF :`%'•.•FtOR19P.•'G �t� ....... CGI WINOOWS AN DOORS, INC. LIMITEO LICENSE TO MAKE /ZONAL I��`�\ COPIES FOR PERMITTING. A. LYNN MILLER, P,E. P.E.# 58705 CERT. OF AUTH. #29296