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HomeMy WebLinkAboutAPPROVED Hood - FL Product ApprovalBCIS Home Log In j User Registration Hot Topics Submit Surcharge ! Stats & Facts Publications Contact Us j' BCIS Site Map+ Links j Search' r product Approval Florida USER: Public User Product Approval Menu > Product or Application Search > Application List ` Search Criteria Refine Search Code Version 2020 FL# 16389.1 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results _Applications FL# Type I Manufacturer Validated By Status FL16389- Revision 'Simonton/Ply Gem Windows American Architectural Manufacturers Approved R7 FL#: FL16389.1 Association History_ Model: Storm Breaker Plus 300VL, 8000 (847) 303-5859 Description: Vinyl 2-Panel Horizontal Slider Category: Windows ! Subcategory: Horizontal Slider *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. _ 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 atatement :: 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: ® ached: M Credit Card Safe FLORIDA 00APITMENT OF Business & Professional Regulation BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge Stats & Facts Publications i Contact Us I RCIS Site Map f Links ! Search a 1160%i4 Product Approval db -- r 1�,-. � USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL16389-R7 Application Type Revision Code Version 2020 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Simonton/Ply Gem Windows Address/Phone/Email 5020 Weston Parkway Suite 300 Cary, NC 27513 (800)542-9118 Ext413596 luanne.harris@cornerstone-bb.com Authorized Signature Luanne Harris luanne.harris@cornerstone-bb.com Technical Representative Luanne Harris Address/Phone/Email 3948 Townsfair Way Suite 200 Columbus, OH 43219 (614)532-3596 luanne.harris@simonton.com Quality Assurance Representative AAMA Address/Phone/Email 1827 Walden Office Square Suite 550 Schaumburg, IL 60173 (847) 303-S664 webmaster@aamanet.org Category Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency Fenestration and Glazing Industry Alliance (formerly AAMA) Validated By American Architectural Manufacturers Association Referenced Standard and Year (of Standard) Standard AAMA/WDMA/CAS 101/I.S.2/A440 ASTM E1300 TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL16389 R7 Equiv Simex-PVC-Analysis-2020.pdf Year 2011 2004 1994 1994 1994 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option A 07/08/2021 07/12/2021 07/16/2021 FL # Model, Number or Name Description 16389.1 StormBreaker Plus 300VL, 8000 Vinyl 2-Panel Horizontal Slider Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-50 Other: 73" x 54" Certification Agency Certificate FL16389 R7 C CAC 07-09 HS Impact TAS 73x54.pdf Quality Assurance Contract Expiration Date 04/20/2025 Installation Instructions FL16389 R7 II DA0012r4 HVHZ SL.pdf Verified By: Lucas A. Turner PE #58201 Created by Independent Third Party: Yes Evaluation Reports FL16389 R7 AE EvalReport-DA0012r4.pdf Created by Independent Third Party: Yes 16389.2 StormBreaker Plus 300VL, 8000 I Vinyl 3-Panel Horizontal EndVent - Equal Lite Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-50 Other: 113" x 63" Certification Agency Certificate FL16389 R7 C CAC 07-09-07-20 TAS EV 113x63 R-PG50.pdf Quality Assurance Contract Expiration Date 10/12/2026 Installation Instructions FL16389 R7 II DA0014 HVHZ EV EQ 2X.pdf FL16389 R7 II DA0015r1 HVHZ EV EQ 1X.pdf Verified By: Fenestration and Glazing Industry Alliance (formerly AAMA) Created by Independent Third Party: Evaluation Reports FL16389 R7 AE EvalReport-DA0015r1.pdf Created by Independent Third Party: Yes 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: ® cChtck Credit Card Safe SIMONTON' w Ina ow e 1 COCHRANE AVE. PENNSBORO, WV 26415 PH. 800-426-2249 STORMBREAKER PLUS 300VL IMPACT RESISTANT VINYL HORIZONTAL ROLLER WINDOW GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 7TH ED. (2020) FLORIDA BUILDING CODES, INCLUDING THE HIGH VELOCITY HURRICANE ZONE. 2. BASED ON LABORATORY TESTING, THIS PRODUCT IS COMPLIANT WITH TAS 201/202/203 FOR LARGE MISSILE IMPACT PERFORMANCE. SHUTTERS ARE NOT REQUIRED. 3. GLAZING AS INDICATED HEREIN COMPLIES WITH ASTM E 1300. 4. HIGH QUALITY SILICONE CAULK SHALL BE USED AROUND ENTIRE WINDOW PERIMETER, INSIDE AND OUT, BY INSTALLER. 5. WOOD BUCKS (BY OTHERS) MUST SUSTAIN ALL IMPOSED LOADS. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. WOOD BUCKS, BY OTHERS, MUST BE PROPERLY ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 6. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER INFILTRATION RESISTANCE OF INSTALLED PRODUCT ARE THE RESPONSIBILITY OF OTHERS. 7. ALL FASTENERS PENETRATING INTO PRESSURE TREATED WOOD SHALL BE CAPABLE OF PREVENTING CORROSION DUE TO REACTION WITH PRESSURE TREATMENT CHEMICALS. ANY DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE PROTECTED TO PREVENT GALVANIC REACTIONS IN ACCORDANCE WITH CODE REQUIREMENTS. 8. A WINDLOAD DURATION FACTOR Cd = 1.6 WAS USED FOR THE ANALYSIS OF WOOD SCREWS ONLY. TABLE OF CONTENTS SHEET # DESCRIPTION 1 GENERAL NOTES & TYPICAL ELEVATIONS 2 VERTICAL CROSS SECTIONS 1X & 2X BUCKS 3 HORIZONTAL CROSS SECTIONS 2X BUCK & MEETING RAILS 4 HORIZONTAL CROSS SECTIONS 1X BUCK 5 ANCHORING LOCATIONS & GLAZING DETAILS 6 ICOMPONENTS & BILL OF MATERIALS FL 16389 MODELS ARE VIEWED FROM THE EXTERIOR 73" OVERALL 73" OVERALL _ FRAME WIDTH FRAME WIDTH 31.958" 31.958" r3l-958"lr3l.958" MAX. MAX. MAX. MAX. D.L.O. D.L.O. D.L.O. D.L.O. 1 r I1> ID < a ao a o� Mo 4 x O 4 p� -4 3 0 X 3 0 2 a a0� 1 0 �— 0 2 v 3 0 3 o u` 3 3 c 3 3 1 2 2 2 2 2 DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING +50.0 PSF —50.0 PSF LARGE MISSILE +50.0 PSF —50.0 PSF I LARGE MISSILE �,e' .� Lucas Turner k * 11/04/2020 LUCAS A TURNER, P.E. `�' NO. S82O1 �.� 2020.11.12 =m1 y� k� I:Y� 11:51:53 =0 + ' /_t 1- STATE OF /i �' -06 00� %�ib� '�<ORID `�` i. A�� ., ♦ TURNER ENFL PE GINEERING & CONSULTING, INC. (COA # 29779) 2428 OLD NATCHEZ TRACE TRAIL, CAMDEN, TN 38320 PH. 941-380-1574 3/4" MIN. EDGE DISTANCE v ° C ° ° a SILICONE CAULK (EXT. PERIMETER) —,,1b (1) #10 x 2" WOOD SCREW THROUGH L-BRACKET CONCRETE/MASONRY (BY OTHERS) zZ v �W v v C14w ° m f �w l"willuj �ll l jll m ?X WOOD BUCK #10 PH WOOD SCREW INSTALLATION ANCHOR SILICONE CAULK (INT. PERIMETER) _1/4" MAX. SHIM STACK 7 a #10 PH WOOD SCREW - INSTALLATION ANCHOR f SILICONE CAULK - (INT. PERIMETER) I 1C 1/4" MAX. SIUCONE CAULK 1b SHIM STACK (EXT. PERIMETER) I 2X WOOD BUCK (BY OTHERS) d d a °° L MASONRY/CONCRETE 3/4" MIN. (BY OTHERS) EDGE DISTANCE 1 VERTICAL CROSS SECTION (2X BUCK) 2 HEAD WITH STEEL REINFORCEMENT FL 16389 2 VERTICAL CROSS SECTION 1X BUCK 2 HEAD WITH STEEL REINFORCEMENT v °v fl d a a a SILICONE CAULK (EXT. PERIMETER, 1a (1) #10x2" WOOD SCREW THROUGH L-BRACKET a EXTERIOR SILICONE CAULK (EXT. PERIMETER) lb n II d n MASONRY/CONCRETE 3/16"0 ITW TAPCON (BY OTHERS) INSTALLATION ANCHOR SILICONE CAULK (INT. PERIMETER) `1/4" MAX. SHIM STACK INTERIOR NOTES: 1. REPLACE ONE L-BRACKET SCREW WITH A #10 X 2" INSTALLATION SCREW. (APPROX. 1 3/4" FROM CENTERLINE) 2. APPLY CAULK AROUND SCREWS AT THE SILL. 3. SHIMS SHALL BE A "RIGID/STIFF" MATERIAL, PLASTIC OR METAL. SHIMS MUST BE USED WHEN GAP OF GREATER THAN 1/16" BETWEEN FRAME AND OPENING IS PRESENT AT THE ANCHOR LOCATION. MAX. SHIM STACK = 1/4". 4. ONLY MIAMI-DADE COUNTY APPROVED CORROSION RESISTANT FASTENERS AND ELCO ULTRACON FASTENERS SHALL BE USED. WINDOW INSTALLERS SHALL FOLLOW ALL MANUFACTURER'S INSTRUCTIONS. 5. WOOD SHALL BE SPRUCE -PINE -FIR MIN. WITH G=0.42 MIN. MASONRY SHALL BE 2 KSI MIN. CONCRETE OR V 1/4" MAX. z z�z �D SHIM STACK 210 SILICONE CAULK o w _ (INT. PERIMETER) �M 1 X WOOD BUCK - LL1 a - (BY OTHERS) d 0 2 1/2" MIN. EDGE DISTANCE ASTM C90 CMU (117 PCF MIN.) 11/04/2020 LUCAS A. TURNER, P.E. FL PE # 58201 TURNER ENGINEERING & CONSULTING, INC. (COA # 29779) 2428 OLD NATCHEZ TRACE TRAIL, CAMDEN, TN 38320 PH. 941-380-1574 SILICONE CAULK (EXT. PERIMETER) SILICONE CAULK (EXT. PERIMETER) p pv v 1CEXTERIOR pi.1D jjj � EXTERIOR 1C � °va a o p 1b 2 9 II II lb a v #10 PH WOOD SCREW v o ° INSTALLATION ANCHOR a 0 2 9 0 v 1 a mi 3 v c #10 PH WOOD SCREW INSTALLATION ANCHOR e 6 W Zz p o 1/4" MAX. SHIM STACK 1/4" MAX. SHIM STACK o a o SILICONE CAULK (INT. PERIMETER) SILICONE CAULK (INT. PERIMETER) Z z w ° 2X WOOD BUCK (BY OTHERS) 2X WOOD BUCK (BY OTHERS) w v FRAME WIDTH FRAME WIDTH c �w n Q 0 1 1/2" MIN, EMBEDMENT 1 1/2" MIN. EMBEDMENT v w MASONRY/CONCRETE (BY OTHERS) INTERIOR INTERIOR 1 HORIZONTAL CROSS SECTION (2X BUCK) 3 FIXED JAMB WITH STEEL REINFORCEMENT HORIZONTAL CROSS SECTION (2X BUCK) 3 OPER. JAMB WITH STEEL REINFORCEMENT NOTES: 1. SHIMS SHALL BE A "RIGID/STIFF" MATERIAL, PLASTIC OR METAL. SHIMS MUST BE USED WHEN GAP OF GREATER THAN 1/16' BETWEEN FRAME AND OPENING IS PRESENT AT THE ANCHOR LOCATION. MAX. SHIM STACK = 1/4". 2. ONLY MIAMI—DADE COUNTY APPROVED CORROSION RESISTANT FASTENERS AND ELCO ULTRACON FASTENERS SHALL BE USED. WINDOW INSTALLERS SHALL FOLLOW ALL MANUFACTURER'S INSTRUCTIONS. 3. WOOD SHALL BE SPRUCE —PINE —FIR MIN. WITH G=0.42 MIN. MASONRY SHALL BE 2 KSI MIN. CONCRETE OR ASTM C90 CMU (117 PCF MIN.) FL 16389 3 HORIZONTAL CROSS SECTION 3 MTG. RAILS WITH STEEL REINFORCEMENT 11/04/2020 LUCAS A TURNER, P.E. FL PE 1 58201 TURNER ENGINEERING & CONSULTING, INC. (COA 1 29779) 2428 OLD NATCHEZ TRACE TRAIL, CAMDEN, TN 38320 PH. 941-380-1574 SILICONE CAULK (EXT. PERIMETER) �p 1c EXTERIOR v tl7-n rlb0 ITW TAPCON LLATION ANCHOR v v zZ 6 WOOD BUCK (BY OTHERS) \o a 1/4" MAX, SHIM STACK til o SILICONE CAULK L(INT. PERIMETER) N w 0 1X FRAME WIDTH v MASONRY/CONCRETE (BY OTHERS) 1 1/4" MIN. EMBEDMENT INTERIOR %3'� HORIZONTAL CROSS SECTION (1X BUCK) FIXED JAMB WITH STEEL REINFORCEMENT NOTES: 1. SHIMS SHALL BE A "RIGID/STIFF" MATERIAL, PLASTIC OR METAL. SHIMS MUST BE USED WHEN GAP OF GREATER THAN 1/16" BETWEEN FRAME AND OPENING IS PRESENT AT THE ANCHOR LOCATION. MAX. SHIM STACK = 1/4". 2. ONLY MIAMI—DADE COUNTY APPROVED CORROSION RESISTANT FASTENERS AND ELCO ULTRACON FASTENERS SHALL BE USED. WINDOW INSTALLERS SHALL FOLLOW ALL MANUFACTURER'S INSTRUCTIONS. 3. WOOD SHALL BE SPRUCE —PINE —FIR MIN. WITH G=0.42 MIN. MASONRY SHALL BE 2 KSI MIN. CONCRETE OR ASTM C90 CMU (117 PCF MIN.) FL 16389 SILICONE CAULK (EXT. PERIMETER) EXTERIOR 1C 1❑ pd v a 0 2 11 9 II II 1b v v o 0 v a 1 0 v a 3 0 3/16"0 ITW TAPCON v INSTALLATION ANCHOR a eel o w z z �¢ 1/4" MAX. SHIM STACK o SILICONE CAULK (INT. PERIMETER) c >, �w v J 10 W FRAME WIDTH ---{ I INTERIOR 1 1/4" MIN. EMBEDMENT HORIZONTAL CROSS SECTION (1X BUCK) 3 OPER. JAMB WITH STEEL REINFORCEMENT Ti 11/04/2020 LUCAS A TURNER, P.E. FL PE # 58201 TURNER ENGINEERING & CONSULTING, INC. (COA 17 29779) 2428 OLD NATCHEZ TRACE TRAIL, CAMDEN, TN 38320 PH. 941-380-1574 1 3/4" (THROUGH 3" L—BRACKET) 3" 5„ 3„ I A 3„ 5„ A r n iO C> E� a -U C3 I I — I 5" � 3" "'III 3 15„ 'I I` 3" ANCHOR LAYOUT 73" x 54" HORIZONTAL ROLLER U 0 #10 X 2" WOOD SCREW INSTALLATION ANCHOR FIXED MEETING OPER. SASH MEETING RAIL NOTES: 1. WHEN ANCHORING WINDOW TO A 2X WOOD BUCK, USE #10 SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 1 1/2" EMBEDMENT INTO THE WOOD. 2. WHEN ANCHORING WINDOW TO A 1X WOOD BUCK AND MASONRY/CONCRETE, USE 3/16"0 ITW TAPCON ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/4" MINIMUM EMBEDMENT INTO THE MASONRY/CONCRETE. 3. SEE SHEETS 2 THROUGH 4 FOR ADDITIONAL ANCHORAGE INFORMATION. FL 16389 FRAME 3.000 SECTION A -A L-BRACKET DETAIL HARDWARE ANCHOR L—BRACKET #10 WOOD SCREW OR 3/16"0 ITW TAPCON INSTALLATION ANCHOR F- 1-1/8" TEMPERED AIR SPACE 1/8" ANNEALED 0.105" SOLUTIA/SAFLEX PVB 1/8" ANNEALED QUANEX SUPER SPACER 0.625" GLASS BITE GLAZING DETAIL WITH SOLUTIA/SAFLEX LAMINATE 11/04/2020 LUCAS A. TURNER, P.E. FL PE # 58201 TURNER ENGINEERING & CONSULTING, INC. (COA III29779) 2428 OLD NATCHEZ TRACE TRAIL, CAMDEN, TN 38320 PH. 941-380-1574 BILL OF MATERIALS ITEM # DESCRIPTION MANUFACTURER 1a SL0901S VINYL FRAME (HEAD/JAMB/SILL) SIMEX, INC. 1b SL1101S VINYL FRAME WITH FLANGE SIMEX, INC. 1c SL1201S VINYL FRAME WITH NAILING FIN/J—CHANNEL SIMEX, INC. 2 BV18 VINYL GLAZING BEAD FOR 1" I.G.U. SIMEX, INC. 3 SL75S VINYL COMMON SASH SIMEX, INC. 4 SL74S VINYL KEEPER SASH SIMEX, INC. 5 SL77S VINYL LOCK STILE SIMEX, INC. 6 SL79S VINYL PULL STILE SIMEX, INC, 7 V355 VINYL HEAD/SILL TRACK INSERT SIMEX, INC. 8 6063—T5 ALUMINUM L—BRACK (HEAD/SILL) TRUTH 9 SIMRECTI GALVANIZED STEEL REINFORCEMENT HYGRADE 10 SIMRECT2 GALVANIZED STEEL REINFORCEMENT HYGRADE 11 896—HIS GLAZING COMPOUND PECORA 12 OFFSET FINSEAL WEATHERSTRIPPING AMESBURY 13 0.250" FINSEAL WEATHERSTRIPPING AMESBURY 14 0.340" FINSEAL WEATHERSTRIPPING AMESBURY 15 0.460" FINSEAL WEATHERSTRIPPING AMESBURY 16 VINYL PRESS FIT BUMPER STOPS KASO O1a SLO901S SL1101S HORIZONTAL ROLLER FRAME IS HORIZONTAL ROLLER FRAME WITH 0.079" EXT. WALL THK. FLANGE 0.060" INT. WALL THK. 0.079" EXT. WALL THK. 0.060" INT. WALL THK. N M 0 �I'JII D a O �tJ N —I0.542 NLin I--1.534--� �.534—d F�1.950� �F�- 34-- 1.719 2.174 O BV18 GLAZING BEAD 0.059" WALL THK. m 0 -T—qO.649 Q SIMRECTI RAIL/STILE REINFORCEMENT 0.036 GALV. STEEL FL 16389 O SL75S COMMON SASH 0.079" EXT. WALL THK. 0.059 INT. WALL THK. SL74S ® KEEPER SASH 0.079" EXT. WALL THK. 0.059 INT. WALL THK. 0 0.746 10 SIMRECT2 LOCK RAIL REINFORCEMENT 0.036" GALV. STEEL dii Q OFFSET FINSEAL WEATHERSTRIPPING LOCK7STILE 0.079" EXT. WALL THK. 0.059 INT. WALL THK. Y 13 0.250" FINSEAL WEATHERSTRIPPING JL ILUIJ 1 c HORIZONTAL ROLLER FRAME WITH NAILING FIN & J—CHANNEL 0.079" EXT. WALL THK. 0.060" INT. WALL THK. © SL79S PULL STILE 0.079" EXT. WALL THK. 0.059 INT. WALL THK. 0 14 0.340" FINSEAL WEATHERSTRIPPING 11/04/2020 LUCAS A. TURNER, P.E. FL PE 11 58201 TURNER ENGINEERING & CONSULTING, INC. (GOA i 29779) 2428 OLD NATCHEZ TRACE TRAIL, CAMDEN, TN 38320 PH. 941-380-1574 co 00 Iq F1.648— O7 V355 TRACK INSERT 0.079" WALL THK. 1 0 0.46_0" FINSEAL WEATHERSTRIPPING