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HomeMy WebLinkAboutNOA SLIDING GLASS DOOR RECEIVED M IAM I• A U G 2 5 2 0 21 File C o w , MIAMI-DADE COUNTY Ki Im PRODUCT CONTROL SECTION St.Lucie County ,, n/I P" 0-259mO 85 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONSASOURCES(RER)Of�l/.�f Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION VVV---�����,�^ F(786)315-2599NOTICE OF ACCEPTANCE OA REVIEWE miaidade.sovleconomv Stanley Access Technologies,LLC CODE COMPLIANCE 65 Scott Swamp Road ST. VCIE CO NFarmington,CT 06032 �+ 31 �SCOPE: BOCC ` This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other-areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid afterthe expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incurthe expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Series"Dura Storm"Aluminum Automatic Sliding Glass Door:O-Sz-Sx O,O-Sx and So-Sx-Sx-So,So-Sx w/Operable Panels w/Full Breakout-LMI APPROVAL DOCUMENT:Drawing No.33189(former 14-1856),titled"Series Dura-Storm 2000/3000 Auto SGD, Bi-Parting/Single Slide(LMI)",sheets 1 thru 14 of 14 prepared by Engineering Express,dated 07/01/12,and last revised on 11/24/2020,signed and sealed by Frank L.Bennardo,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact LIMITATIONS: 1. See elevation for anchors requirements in sheet 1 and Header clusters details in sheet 5 and Threshold clusters in sheet 9. See sheets 2&3 for concealed 3-point locking(active panel)&2-point(in-active).Also see applicable 2-point G-86 CVR panic devices(active/inactive panels)for series 3000 in sheets 3&4 to be used w/Horizontal muntin bars(detail V,sheet 12)and DLO height not to exceed 36-3/4"max. 2. Not approved where water infiltration is required Fixed glass more than 36"wide must be supported with approved setting blocks per FBC requirements. 3. Electrical devices,functions and installation are not part of this approval and are to be reviewed and approved by Authority Having Jurisdiction(AHJ). LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement:"Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any otherpurposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause fortermination and removal of NOA. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. MIAMI DADE COUNTY NOA No.20-1216.27 St-7 ��n�, Expiration Date: April 04,2023 Approval Date: February 04.2021 Page 1 of 2 Stanley Access Technologies,LLC INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises#18-0221.11 and consists of page 1,this page 2 and evidence pages E-1,E-2,E-3&E-4,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1.Chanda,P.E. ��U NOA No.20-1216.27 MIAMIFDADE COUNTY Expiration Date: April 04,2023 Approval Date: February 04.2021 Page 2 of 2 Stanlev Access Technologies, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections(submitted under file see below). 2. Drawing No. 14-1856(former 12-SAT-13),titled"Duna-Storm 2000/3000 Auto SGD, Bi-Parting/Single Slide-LMI", sheets 1 thru 14 of 14 prepared by Engineering Express, dated 07-01-12 and last revised on 10/15/2014, signed and sealed by Frank L. Bennardo,P.E. B. TESTS(submitted under files#13-0529.23/#12-0807.03) 1. Test reports on: 1) Air Infiltration Test, per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 (Not conducted) 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test, per FBC 2411 3.2.1,TAS 202-94 Along with installation diagram of aluminum automatic entrance doors Sx-So w/G-86 CVR Panic (TAS 202, 201/203-94) and So-Sx-Sx-So w/Transom &G-86 CVR Panic (TAS 202), prepared by Fenestration Testing Laboratory,Inc. Test Report No.FTL-7247,dated 3/08/13, signed and sealed by Marlin D. Brinson, P. E 2. Test reports on: 1) Air Infiltration Test, per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 (Not conducted) 4)Large Missile Impact Test per FBC, TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with installation diagram of aluminum automatic entrance doors,prepared by Fenestration Testing Laboratory, Inc. Test Report No.FTL-6803,dated 05/11/12 and last revised on 03/21/13, signed and sealed by Marlin D.Brinson, P. E. Note:This test report has been revised by an addendum letter dated Nov 21,2012, issued by Fenestration Testing Lab, signed and sealed by Marlin D.Brinson, P. E. C. CALCULATIONS l. Anchor verification calculations and structural analysis, complying with FBC-2014 (5th Edition),prepared by Engineering Express, dated 05-13-15,signed and sealed by Frank L. Bennardo,P.E. 2. Glazing complies w/ASTME-1300-02, -04 &-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). Ishaq I.Chanda, P.E. Product Control Unit Supervisor NOA No.20-1216.27 Expiration Date: April 04,2023 Approval Date: February 04.2021 E-1 Stanley Access Technologies, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.13-1105.10 issued to SAF-GLAS,L.L.C.for"SAF GLAS, Polycarbonate laminate", expiring on 12/16/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours& Co., Inc. for their"DuPont PVB Butacite ®", expiring on 12/11/16. 3. Technical strength data of Trelleborg EPDM per ASTM C864. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5th Edition),prepared by Engineering Express, dated May 13,2015, signed and sealed by Frank L. Bennardo,P.E. 2. Statement letter of no financial interest,prepared by Engineering Express, dated 08- 02-12, signed and sealed by Frank L.Bennardo,P.E.(submitted under file # 12- 0807.03) 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA#13-0529.23, expiring 04/04/18. 2. Test proposals # 13-0006 dated 01/14/13 approved by RER and# 11-1016, dated NOV 11, 2011 approved by PERA and Test proposal# 11-1016, dated NOV 11,2011 approved by PERA. 3. Manufacture supplied Adam Rites deadbolt/hook&bolts mechanism and G-86 CVR Panic exit brochures. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#17-0828.11 A. DRAWINGS 1. Drawing No. 14-1856,titled"Series Dura-Storm 2000/3000 Auto SGD,Bi- Parting/Single Slide(LMI)", sheets 1 thru 14 of 14 prepared by Engineering Express, dated 07/01/12 and last revised on 08/23/17, signed and sealed by Frank L. Bennardo, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017),prepared by Engineering Express,dated 08/07/17, signed and sealed by Frank L. Bennardo,P.E. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued Kuraray America, Inc. (formerly DuPont)for their"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/19. 1s�G� f L4ryn.k Ishaq I.Chanda, P.E. Product Control Unit Supervisor NOA No.20-1216.27 Expiration Date: April 04,2023 Approval Date: February 04.2021 E-2 Stanley Access Technologies, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance with FBC 6th Edition (2017), prepared by Engineering Express, dated 07/31/17, signed and sealed by Frank L. Bernardo,P.E. G. OTHER 1. This NOA revises NOA#15-0127.07, expiring on 04/04/18. 3. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1026.04 issued to SAF-GLAS,L.L.C.for"SAF GLAS, Polycarbonate laminate", expiring on 12/16/22. 2. Notice of Acceptance No. 17-1114.14 issued Kuraray America, Inc. (formerly DuPont)for their"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/19. F. STATEMENTS 1. None. G. OTHER 1. This NOA renews NOA#17-0828.11, expiring on 04/04/18. 4. New EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 33189(former 14-1856), titled"Series Dura-Storm 2000/3000 Auto SGD,Bi-Parting/Single Slide(LMI)", sheets 1 thru 14 of 14 prepared by Engineering Express, dated 07/01/12,and last revised on 11/24/2020, prepared by Engineering Express, signed and sealed by Frank L. Bennardo,P.E. B. TESTS 1. None. Ishaq L Chanda, P.E. Product Control Unit Supervisor NOA No.20-1216.27 Expiration Date: April 04,2023 Approval Date: February 04.2021 E-3 Stanlev Access Technologies. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.17-1026.04 issued to SAF-GLAS,L.L.C.for"SAF GLAS, Polycarbonate laminate", expiring on 12/16/22. 2. Notice of Acceptance No.19-0305.02 issued to Kuraray America,Inc. for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/24. F. STATEMENTS 1. Statement letter of conformance to FBC 2020(7cn Edition),prepared by Engineering Express, dated 11/11/20,signed and sealed by Frank L.Bennardo,P.E. 2. Statement letter dated 11/25/20 referenced to general updated code note change only, prepared by Engineering Express, dated 11/25/20,signed and sealed by Frank L. Bennardo,P.E. G. OTHER 1. This NOA revises NOA#18-0221.11, expiring 04/04/23. Ishaq I.Chanda, P.E. Product Control Unit Supervisor NOA No.20-1216.27 Expiration Date: April 04,2023 Approval Date: February 04.2021 E-4 DURA-STORM SERIES 2000/3000 TYPICAL ELEVATIONS MISSILE LEVEL D PRODUCT REVISED FRA"KBE"NAA .988 PEt 0046S19 UB85 as complMaw ing with the Floridair Building Coda ;13" MAX ANCHORS AT HEAD, SEE SHEET 5 FOR NOA-No. 20-1216.27 DETAILS AND ANCHOR CLUSTER DIMENSIONS. 13" MAX TYP.TYP. HEAD SILL Expiration Date 04/04/2023s 1. HEAD SILL �,. 108 MAX PA AGE WIDT 168" MAX PACKAGE WIDTH By I"` 4" I 4" Mla_ml-Dade Product Control 1 6 _ 4^� �{ 1 6 _ �{ I �o � GENERAL NOTES �p _ 1. DOORS HAVE BEEN TESTED k DESIGNED IN ACCORDANCE WITH O THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SEVENTH ' w r1 o F EDITION (2020) HIGH VELOCITY HURRICANE ZONE(HVHZ)AND sty *y N F \ +► 4y N MNMI-DADE COUNTY PROTOCOLS TAS 201 FOR URGE MISSILE I E u LL w = N o 2-P 1 3-PT `' 040 00 a = N I 3�P�T # O CIQ p a IMPACT,TAS 202 FOR UNIFORM STATIC AIR PRESSURE AND TAS 203 0 gw L{, W I� CD W yy FOR CYCLIC WIND LOADING. w _X F- %vK L0�`( w ? I w LOCK,, w X_F j F 2. PERMIT HOLDER SMALL VERIFY THE ADEQUACY OF THE EXISTING w j U i x W LL C2 I x STRUCTURE TO WITHSTAND ADDITIONAL IMPOSED LOADS. 1 X OR 2X `a Q W 2 W X G1 a F= X 0- t` Q W \ F m CL W n Q WOOD BUCKS BY OTHERS SHALL BE ANCHORED PROPERLY TO p L w a z (D Q S 43.4" M U Q O 1 O 54.6" MAX U 0 Q O _ - TRANSFER LOADS TO THE EXISTING STRUCTURE. a.+ z YQ / 1 Q w Q Q W : 3. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE 1 N 0 w J PANEL 1MDIH, _ 0_ y PMEL WDIH, TYP, \ X= a J DESIGN OF THESE PRODUCTS. WIND LOAD DURATION FACTOR Cd t ? j 0 IU Q e Q ` 1.6 WAS USED POR WOOD ANCHOR DESIGN. '� 3 IL a a 4. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCUUTED FOR N Y C w a14 Q IOt "g9� Q pp O- 41 USE WITH THIS SYSTEM SHN.L BE DEEERMINED PER SEPARATE o w ID a �4t I +q- a pp '1► ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE. ,D / OD IO PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER IW9 OF THE FLORIDA BUILDING CODE SHALL iO 13" MAX \ / U ✓ U BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN 2�6 10 1 M PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS TYP. \ I / O1 I TYP. SHOWN. 2/6 \ /" 3/6 / 3/6 5. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM < 0 1 .0" "SX" SX" "O" "SX" "D" TESTED PRESSURES DMDED BY A 1.5 SAFETY FACTOR. J_ B. DOORS DETAILED HEREIN HAVE BEEN DESIGNED AND TESTED TO w THE MAXIMUM SPANS AND LOADS SHOWN ON THESE DRAWINGS Q CJ O Z I 4^ REFERENCE FENESTRATION TESTING LAB REPORTS 65 3. 7241. z 4' t I 4" - --{ 7. ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S of O Q N 1/6 O-SX-SX-O (EII-PART) � ���III 1/6 SX-0 (SINGLE SLIDE) N SPECIFICATIONS, SPACED AS NOTED HEREIN. MINIMUM EMBEDMENT k rj AND EDGE DISTANCE EXCLUDES STUCCO,FOAM, BRICK,AND OTHER z 0 u ANCHORS AT THRESHOLD, SEE SHEET 8 FOR WALL FINISHES. m N LL DURA-STORM 2000 TYPICAL ELEVATIONS DETAILS AND ANCHOR CLUSTER DIMENSIONS. S. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ;o LL o 11'O ANCHORS AT HEAD, SEE SHEET 5 FOR ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. z u 13" MAX DETAILS AND ANCHOR CLUSTER DIMENSIONS. 13" MAX TYP. 9. WOOD HOST STRUCTURE SHALL BE'SOUTHERN PINE"G-0.55 F HEAD SILL 4" OR GREATER GWHERE EXESTINC STRUCTURE IS WOOD FRAMING, EXISTING z TYP. HEAD SILL 4" 4" 9 CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO 168" MAX PACKAGE WIDTH 108" MAX PAC GE WIDTH ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. a4 a 4" 4�J,8 4�7,8 11. THE SYSTEM GET LED HE IS GENERIC AND ODES NOT W o a a 1— _ _ _ PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS a f O O DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC In/ a f DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT FOR it INSTALLATIONS OUTSIDE THE HVHZ;WITHIN THE HVHZ,A ONE-TIME APPROVAL FROM MWAI-DADE COUNTY SMALL BE OBTAINED. F 1# \ •6� \ �S N F \ /y �•s cV 12. All BOLTS AND WASHERS SHALL BE ZINC COATED,GALVANIZED, F 40 4 \ k OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 w N o F / 2- LOCK I I 3OR 0RPT LOCK \ Z w �' I 30R T LOCK \ z C3 F \� KSI, EXCEPT INSTALLATION ANCHORS. Y■v° / 2- T CVR 2-PT CVR \ Z _ W X 13. ALL S MI RORNGLE SIAIAOELIDE ENTRANCES ARE SHOWN"RICHE HAND'; "LEFT f c F 2-PT CVR 1- w PANIC PANIC \ F T n LU PANIC cFi x O_ w Q �,g c Q = / I \ Q W \ Q 1 \ Q w O SYSTEM NOTES . ]C J = � `1 = � 2 J 1.ALL ALUMINUM PARTS SHALL BE 6063-T6 ALUMINUM ALLOY AND U U \ TEMPER, UNLESS OTHERWISE NOTED. uLL a 2.GLAZING B/18' LAMINATED IMPACT RATED(SEE GLAZING DETAILS a a 4 k Z O a Z O a SHEET 12) li.w. X *'�• \ �4� d a,., xQ 54.6" MAX aQ a 000 3. CORNER PANEL CONSTRUCTION: PANEL CORNERS ARE BUTT - 0D Pl1]`��( ID Q JOINED,SECURED WITH FOUR(1) FULL WIDTH 5/16"THREADED TIE 41 RODS AT TOP RAIL, INTERMEDIATES HORIZONTAL MUNTIN BAR,AND BOTTOM RNL ALL JOINTS ARE WELDED. EXCEPTION: WHEN PANIC E F " MAX \ 43.4%MAX / U 5�7 8 •O� 1 Id EXIT DEVICE IS INSTALLED, CORRESPONDING 4 1/$MUNTIN BAR IS a \ QIH, / SECURED BY APPROVED CUPS. (ITEM #79, SHEET 12,DETAIL V) x�e , P• \ I _ I TYP. 5 7 6 7,8 / / 6 7,8 4.THE GLAZING MATERIAL IN BOTH FIXED AND SLIDING PANELS OF L " O" SX" \ / "SX" SO" (lI "SX "SO" ALL SLIDING DOORS MUST COMPLY WITH THE REQUIREMENTS IN THE 1 PERFORMANCE SPECIFICATIONS AND METHODS OF TEST FOR SAFETY "�z GLAZING MATERIALS USED IN BUILDINGS,PER FBC REQUIREMENTS. 5.CVR - CONCEALED VERTICAL ROD. cow"20-33189 Es' N I� 4/7,8 SO-SX-SX-SO 81-PART i N� 477.8 SX-SO (SINGLE SLID) LJIN i<( ) 4" VISIT ECALC.IO/33189 •""° suL[:NIsuNLEss wleD FOR HELPFUL RESOURCES,SITE SPECIFICBOR ANCHORS AT THRESHOLD, SEE SHEET 8 FOR INFORMATTIOONN ABOU T RMORE O T THIS HIS PRODUCT A ]� DURA-STORM 3000 TYPICAL ELEVATIONS DETAILS AND ANCHOR CLUSTER DIMENSIONS. RELATED SERVICES �h FRANK BENNARDO,P.E. DURA-STORM SERIES 2000 ELEVATION AND PLAN) DESIGN RATINGS PEN 0046549•CA.988S MISSILE IMPACT RATING > ® ILARGE AND SMALL MISSILE IMPACT DESIGN PRESSURE RATING (PSF(Pa]) WHERE WATER WHERE WATER 168" MAX PACKAGE WIDTH INFILTRATION RATING IS INFILTRATION RATING IS REQUIRED NOT REQUIRED 2 1 D F F IM. 4 S 6 POSITNE NOT APPROVED 75 PSF NEGATIVE NOT APPROVED 75 PSF i t 12 PMEL WI 0 O # ; W M 8 0 riu SERIES 2000 BI-PART AVAILABLE PACKAGE WIDTH IN I� UD'- W 0 ¢,4 Gr3_PT NOMINAL LLNPACKAGE ROUGH STILECIFAR NOMINAL NOMINALGULKING Iw Mj="_ , O lO O d OWIDTH OPENING TYPE DOOR PMIEL PANEL ALLOWANCEWIDTH(SX WIDTH(0)OPENING I12 11 / 11 12 ? ,61fiB.0' 188.5' NARROW 70.8" 42.7' 42.7" 1/4'/SIDE � I Ld w 2-iPTL C0W 1fi8.0 16fi.5' MEDIUM 68.3" 47.443.4' 1/4"/SIDEiw 17 18 — 0-- OCI ———— ERIE I- INF RMATI NRT AVAILABLE PACKAGE H K:Hf "g w LLIZ ---- — OwaMUNTINS 76 77 0$ \ yy yyy o PACKAGE RoucH NOMINAL CLFAR CAULKINGX ay°/ 18 17 'oy HEIGHT OPENING DOOR OPENING ALLOWANCE OPTIONAL 36 V/4" MAX / 19 20 NQY 96.0' 96.3' 86.5' 1/4"TOP io Z DLO TYP. / o rn \ (ACTIVE) z o a- 20 "SX" E\\ // E „SX„ ZU I 3 O PRODUCT REVISED a 96 23 21 1 17 21 21 14 13 16 15 15 16 13 14 21 17 21 21 21 23 96 as complying with the Florida p 'M 6. 'au Building Code 25 24 22 22 17 22 22 22 17 22 22 2 24 25 NOA-No. 20-1216.27 QX EXTRUSION EXTERIOR ELEVATION Expiration Date04/04/2023 � N f EXTRUSION,MULTI-PIECE BY I—, o i Miami-Dade Product Control r� Z W XX :EXTRUSION,OPTION W o O n XX :PART J f XX XX :PART,MULTI-PIECE 168" XX XX :PART,OPTION PACKAGE WIDTH Q XX :DETAIL INTERIOR (n n XX XX DETAIL,OPTION _ _ " --EXTERIOR "SX" �— SX' \ �w OPERABLE PANEL 111 EMERGENCY BREAKOUT 6A El W CLEAR DOOR OPENING Y lie PLAN NOTES 20-33189 1. TYPICAL DOOR SHOWN. STILE, RAIL AND MUNTIN OPTIONS AVAILABLE AS INDICATED. SCALE:NTS UN[ESS NOTED 2. HORIZONTAL MUNTIN BAR NOT REQUIRED AS INDICATED BY DASHED LINES. MAX DLO: 36 1/4"W X 75 3/4" H AS SHOWN 3. 5-POINT LOCKING STANDARD (3-PT ACTIVE k 2-PT). SEE SHEET 13. ^ I�'A"' 4. PRODUCT SHALL BE MANUFACTURED AND INSTALLED IN ACCORDANCE WITH PRODUCT APPROVALS. OLD 5. SEE SHEETS 5, 6 AND 9 FOR REQUIRED ANCHORAGE. 6. SEE SHEET 12 FOR GLAZING DETAILS. FRANK BENNARDO,P.E. DURA-STORM SERIES 3000 ELEVATION AND PLAN DESIGN RATINO "E t 00a6549 u'885 MISSILE IMPACT RATING ® LARGE AND SMALL MISSILE IMPACT , DESIGN PRESSURE RATING (PSF(Po)) SX PANEL WHERE WATER WHERE-WATER DETAIL BEYOND 168" MAX PACKAGE WIDTH INFILTRATION RATING IS INFILTRATION RATING IS REQUIRED NOT REQUIRED 2 1 D G F F C' 4 5 6 POSITIVE NOT APPROVED 75 PSF 0 n SIM. NEGATIVE NOT APPROVED 75 PSF v A NCM PANEL Wom P w a = MAP .0 ` 1 1 L SERIES 3000 BI-PART AVAILABLE PACKAGE WIDTH INFORMATION LL N t ��4b4 \ *OPIM � NOMINAL NOMINAL NOMINAL O 3 ^W-1 7 9 /" \ 9 4d PACKAGE ROUGH rnLE CLEAR PANEL PANEL CAULKING wu O OWIDTH OPENING TYPE DOOR ALLOWANCE w>/ 1 2O IDTH(5% WIDTH(0) LuW F Gl N I_ l Z Y OPENING aQLu _ _ / a168.0 158.5• F�Y1R W 70.8 42. 42.7' 1/4 /SIDE2-PT LOCK 3-PT LOCK z w W / O WlY166.5 M IUM 66.3 431431 1/4'/SIDE Tc0 12 11 OR OR N 15 16 9 a m w-W'z _ / 2-PT CVR 2-PT CVRA sE I - AVAI E H 3u i_ INFORMATION N W CL z =---_ = PANIC- ANIC== ee oW 7 ow a 19 20 4 � 18 17 o PACKAGE ROUGH NOMINAL CLEAR CAULKING \ \\17 18 18 17 36 1�4U • 0D W HEIGHT OPENING DOOR OPENING ALLOWPNCE p V / 3 DLO n W 96.0• 96.3 66.5' 1/4 TOP z 15 16 I `' (ACTPVE) 19 20 �J 16 15 / n o $ B "so" \ "sx" \ // E "sH" / „so. f G a z 25 24 22 2 17 2 2 4 13 H E 15 16 13 14 2 17 2 22 2 24 25 o z g p u 25 24 22 2 17 2 22 Q 5,on a VUI N PRODUCT REVISED ;� 0 ®:EXTRUSION 22 17ACV 2 22 2 24 25 as complying with the Florida g i U EXTERIOR ELEVATION Buildin g Code N F @: EXTRUSION,MULTI-PIECE NoA-No. 20-1216.27 0 w Expiration Data 04/04/2023 z o EXTRUSION,OPTION Ely Lu 6 XX: PART Miam a� ro uct Control wJ XX XX :PART,MULTI-PIECE w STANDARD .� XX XX :PART,OPTION PACKAGE WIDTH XX :DETAIL INTERIOR ` (n N -------- ---�----=-------- XX XX :DETAIL,OPTIC "SO" "SO" I "SX" _SX" ` EXTERIOR // \ FULL EMERGENCY CLEAR BREAK OUT DOOR OPENING PLAN x:MT ENG:NEFA:NG FPS" NOTES 20-33189 1. TYPICAL DOOR SHOWN. STILE, RAIL AND MUNTIN OPTIONS AVAILABLE AS INDICATED. SCALE:HIS UNLESS NOTED 2. HORIZONTAL MUNTIN BAR NOT REQUIRED EXCEPT AT PANIC DEVICE, AS INDICATED BY DASHED LINES. MAX DLO: 35 1/4'W X 75 3/4' H AS SHOWN; 36 3/4' H WITH PANIC DEVICE MUNTIN. 3. 4-POINT CVR LOCKING WITH G86 PANIC RELEASE (2-PT CVR ACTIVE & 2-PT CVR)AND 5-POINT LOCKING (3-PT ACTIVE 6: 2-PT)AVAILABLE. SEE SHEET 13. 4. PRODUCT SHALL BE MANUFACTURED AND INSTALLED IN ACCORDANCE WITH PRODUCT APPROVALS. 0 5. SEE SHEETS 5, 7, 8, AND 9 FOR REQUIRED ANCHORAGE. 6. SEE SHEET 12 FOR GLAZING DETAILS. FIU, DURA-STORM SERIES 2000/3000 SINGLE SLIDES, ELEVATION AND PLAN DESIGN RATINGS PEN 004ENNARD CA. 5 NBENN 988BB. •""�Ny., MISSILE IMPACT RATING ® LARGE AND SMALL MISSILE IMPACT 108" PACKAGE WIDTH 108" PACKAGE WIDTH DETAILNBEYOND DESIGN PRESSURE W ING ERE WATER Po7) WHERE WATER 2 1 F 4 5 p 6 2 1 F G 4 5 p 6 INFILTRATIONREQUIRED RATING IS NFILNOTTIREQ REDON O IS O A POSITIVE NOT APPROVED 75 PSF (n I O N 0 0 NEGATIVE NOT APPROVED 75 PSF v -- FmjUu 3\�T 4i �� \\ \ 4°a SERIES 2000 AND 30DO SINGLE SLIDE AVAILABLE PACKAGE WIDTH INFORMATION 7 LL p N m O LOCK\ 10 B 1 2 70 \ 9 $ \ 7 1 2 NOMINAL NOMINAL NOMINAL `0' =_6-' 2 Y \ 0_ _ \ \ d PACKAGE ROUGH STILE CLEAR PANEL PANEL CAULKING W U K Ww \\ 11 12 W O Q \\ \\ WIDTH OPENING TYPE ODOOR PENING MOTH(sx WIOTH(o) �owANCE �a w W z w o m \\ 76 77 18 17 11 12 In 0 CO 3—PT LOCK\ 11 12 \ 15 16 1oe.o' loss NAR 46.4' 53.8 s3.e' 1/4 /sIDE a$o w cL) 11 12 — w>_ OR \ \ 0 10B.o 10E.s M IUM 44.3 s4.8 64.6' W i — __= l =----- Q a0 -2—PT CVR _______--- 3E 47 X O Z I AN IN U A NU 2 Z � — ------; a �Li Ik _ PACKAGE II V) �w a a- w 18 17 M '`w� a m ` 18 17 '� M `D o / 19 2O 00 J W / 5 / OD PACKAGE ROUGH NOMINAL CLEAR CAULKING O w ' o c�w 47 1/4" MAX HEIGHT OPENING DOOR OPENING AuowANCE 47 1/4- MAX rn PANEL 1920 Lr DETAIL DL TYP. w D TYP. r- _ / BEYOND C / ae.o 95.3 e6.s 4 TOP o a E "SX" "0" "SX" / // "SO% B 0 o LO v LD N Q Z Q Z 20 19 15 16 13 14 21 17 21 21 21 23 96 15 16 �=222 0 0 ¢ 22 17 2 22 22 24 25 E H 22o Z u PRODUCT REVISED m w¢ as comp)ying with the Florida SERIES 2000 (SX-0) SINGLE SLIDE SERIES 3000 (SX—SO) SINGLE SLIDE Building Code o LL o `o EXTERIOR ELEVATION EXTERIOR ELEVATION Nonrate. zo 12� Z Expiration Date 04104/204/2023 1°~p o = PACKAGE PACKAGE By WIDTH WIDTH Miam ads roduct C.ntr.. W a¢o 0 INTERIOR INTERIOR w 2 a 7�0OR — ----------- L 77 o EXTERIOR "SO" ——"SX" �� EXTERIOR CLEAR "0. ® EXTRUSION N In DOOR OPENING EXTRUSION,MULTI-PIECING \ � , �' XC�®:OPERABLE EXTRUSION,OPTION \ g \ PANEL XX : PART \ EMERGENCY BREAKOUT XX XX :PART,MULTI-PIECE SERIES 2000 (SX—O) SINGLE SLIDE XX XX :PART,OPTION SERIES 3000 (SX—SO) SINGLE SLIDE FULL PLAN XX :DETAIL PLAN EMERGENCY BREAK OUT XX XX :DETAIL,OPTION ' , z�'8 20-33189 NOTES I. TYPICAL DOOR SHOWN. STILE, RAIL AND MUNTIN OPTIONS AVAILABLE AS INDICATED. SCALE:NIS UNLESS NOTED 2, HORIZONTAL MUNTIN BAR NOT REQUIRED EXCEPT AT PANIC DEVICE AS INDICATED BY DASHED LINES. MAX DLO: 47 1/4" W X 76" H AS SHOWN; 36 3/4' H WITH PANIC DEVICE MUNTIN. IAI 3. 2-POINT CVR LOCKING WITH C86 PANIC RELEASE AND 3-POINT LOCKING AVAILABLE ON SERIES 3000. 3-POINT ONLY ON SERIES 2000. SEE SHEET 13. O� 4. PRODUCT SHALL BE MANUFACTURED AND INSTALLED IN ACCORDANCE WITH PRODUCT APPROVALS. 5. SEE SHEETS 5, 7, 8 AND 9 FOR REQUIRED ANCHORAGE. 6. SEE SHEET 12 FOR GLAZING DETAILS. RANK UNNARDO,P.E. Is DURA-STORM SERIES 2000/3000 HEADER ANCHORING RE•OOo6549"<Y 9835 •y4J�' 4 4 MAX PACKAGE WIDTH r"t 13" O.C. MAX BETWEEN CLUSTER OF ANCHORS CENT RED INTERMED. ANCHOR, TYP. AT PANEL OVERLAP. QUANTITY PER CLUSTER PER ANCHOR SCHEDULE, - —6 ANCHORS IN CLUSTER SPACED 3" 6" v " 0.91 0. O.C. TYP. 0.91u, z `4" _ _ TYP. _ _ TYP. _ _ TYP. 4' LL j m u OO CAL C.L CAL 11 o m 16. • • • • • • ♦ •I ♦ ♦ • • • •I • • ♦ • • ♦I • ♦ JAMB law-2o E.D. �\ ♦\ �\ MOUNT o�9W L HOLES w i JAMB - - - - - 3if w BRACKET PANEL OVERLAP INTERLOCK LOCK STILE EXT INTERLOCK PANEL OVERLAP W MOUNT CLUSTER CLUSTER CLUSTER o HOLES SERIES 2000: O-SX-SX-O SERIES 3000: SO-SX-SX-SO PRODUCT REVISED as comp)y Ing with the Florida ry HEADER ANCHORING Building Cod. N.T.S. BI-PARTING NOA-No. 20-1216.27 0 $ o MAX PACKAGE WIDTH Expiration Data 04104/2023 3 G a By 19u-7I Z4', Miam Dade Product Control kpy 13" O.C. MAX BETWEEN CLUSTER OF ANCHORS CENTERED o = $ AT PANEL OVERLAP. QUANTITY PER U ^N a INTERMED. ANCHOR, TYP. CLUSTER PER ANCHOR SCHEDULE1 ssLL 8 o ANCHORS IN CLUSTER SPACED 3 z u O.C. TYP. o 4" TYP. - 4" T W W 9 J wm< ♦ • • • • • ♦ • •I • • • JAMB L w f BRACKET y+ E.D. MOUNT Q'C J_ AMB _ _ HOLES BRACKET INTERLOCK EXT PANEL OVERLAP `A MOUNT CLUSTER &' HOLES SERIES 2000: O-SX �,I_ SERIES 3000: SO-SX SEE JAMB ANCHORS SHEETS 6 ALL' HEADER ANCHORING THROUGH 8, AND THRESHOLD } N.T.S. SINGLE SLIDE ANCHORS SHEET 8. THRESHOLD -! ANCHORS APPLICABLE ONLY TO 3KSI CONCRETE. ANCHOR SCHEDULE � R$PER INTERLOCK/LOCK STILE CLUSTER MAX INTERMEDIATE ------ THRESHOLD---- ANCHOR SPACING MAXANCHOR wnA,e"r e"e"eeu"e urorss• MEAD __ HOSTSTRUCTURE ANCHOR EMBEDMENT EDGE DISTANCE --- - - ALONG HOLD SPACING ALONG SINGLE B4PART SINGLE SMART THRESHOLD JAMBS 20-33189 SLIDE SLIDE tiGLl1 NTS UNLESS NOTED 3KSI MIN.CONCRETE 1/P POWERSIRAWL PERMASEAL TAPPER 1-1/C 3' • / 6 6 13,O.C.MAX 174WS'O.C.MAX 3/16'MIN.A36 STEEL 1/4-20 SAE DR.5 SMS FULL THREA_D ENGAGEMENT 1/Y • • _WA _WA 13'O.C.MAX 173/S-O.C.MAX G10.55 MIN.WOOD 014 WOOD SCREW Y 3/4' 1 4 WA It 13-D.C.MAX 17.WB'O.0 MAX D.060'MIN06.83-T5 ALUM. N10 SAE DR.5 SOS FULL THREAD ENGAGEMENT 1/?• 4 WA WA 13.O.C.MAX 17-0518'O.C.MAX �DURA-STORM SERIES 2000 SECTIONS & ANCHORING, STANDARD 5-PT LOC NK86NNAR°Do.E. OU466 9 u 9885 rF. K -- PRODUCT REVISED as comp)ying with the Florida = Building OA-Mo.Code JAMB TO HEAD NI 20-1216.27 ' ;y...,a. CONNECTION Expiration Date 04/0412023 TYP OF 5) By 15"7 i L5+x SEE NOTE 1 6" Mlam a •Product Contra E.D. E.D. 1/4" SHIM 4810o EMBED. oN 2 7/8" ', SPACE o 'H0 T+„ 12 11 12 11 19 19 11 12 100 48 J / STRUCT. 4 5 EMBED. ROUGH OPENING v LL N LL g w ° 50 PACKAGE WIDTH o -= w. 6 26 � �Wu_�x $ w 58 "0" 58 56 INTERIOR 56 "0" z a w—a o / x / o °=W.I=2 I.Uj 1 2 1 2 n $ 66 o ti L. _ 31�a�Z 3 0 3 Nw 7 o w ACCESS 20 K "SX" °SX K 20 �! ® L— — —� COVER 8 —— — — 1 3/4" 10 ° ° 0 1/4" SHIM 58 16 15 37 37 15 16 w EXTERIOR INTERIOR t Z N LLJ SPACE HEADER ABOVE o 39 51 39 53 EXTERIOR o 0 w En m N 20 19 w a 14 13 52 54 9899 13 14 oLo a C3 ® 77 76 Z Ld _ (O—SX—SX—O) 3 0 f a �� 1B v Z $ ( H31H0 ONTAL SECTION t I, Q �� xOa ® a © — — TN o¢ J a- 0 o N Q R C) ANY ANCHOR LL o w o XX X EXTRUSION,MULTI-PIECE Z PER ANCHOR EMBED. 58 EMBED. z v< SCHEDULE, TYP. 59 w EXTRUSION,OPTION 100 48 a SHEET 5 1/4" SHIM SPACE ° °z Ln w & PER XX :PART NTERIOR "0" " Z o o ELEVATION. o ® v XX XX :PART,MULTI-PIECE W N 04 I p W DO XX XX PART,OPTION 1 L W m f ® m 57 LiXX :DETAIL w u w XX XX :DETAIL,OPTIONIiA —SX K — 58 —D. E D. E.D. ..;% E.D.. 21 2 21 21 21 23 96 37 HEADER EXTERIOR04 2 2 SEE HEAD ANCHORS SHEET 5, iv 39 53 ABOVE 1 3/4" &' 17 22 2 4 2 AND THRESHOLD ANCHORS FRAME ANCHORING nVERTI AL C I N SHEET 9. THRESHOLD 9899 a mill N.T.S. I 2"=1'—O" ANCHORS APPLICABLE ONLY (SX-0) n TO 3KSI CONCRETE. nHO=RIZONTAL SECTION 2" 1'-0" SINGLE SLIDE : NOTE: ITEM 58 "FOAM BLOCK" INSTALLED IN ALL STILES, EXCEPT LOCKING STILES. NOT SHOWN IN ALL STILES FOR CLARITY 20-33189 SCALE:NTS UNLESS NOTED NOTES NOTE:SEE SHEET 3 FOR ANCHOR SCHEDULE 0� I. JAMB TO HEAD CONNECTION FASTENERS; 5/16-18 HHMS WITH WASHER. AND ALLOWABLE ANCHOR TYPES 2. SEE SHEET 11 FOR STACKED BOTTOM RAIL OPTIONS. DURA-STORM SERIES 3000 SECTIONS & ANCHORING, STANDARD 5-PT LOCKS FRANK NNASDO•r.E. FRANK 65<9 U.9P.E. 8185 PRODUCT REVISED •''•�`yr`"'�<, as com zyingy with the Florida ; Building Codi , - NOA-No. 20-1216.27 ..,...; Expiration Date 04/04/2023 < {t JAMB TO HEAD CONNECTION ey Is�7I Ln„k Mlam SCt Control TYP SEE OF (5)1 6 37 37 � a E.D. E.D. 1/4" SHIM 3 39 51 39 53 Wa 2 7/8' SPACE HEADER ABOVE 13 14 52 54 98 99 14 13 1 3 4" I UC HO T' w INTERIOR 3 EMBED. !I'$N= N. 5 0 19 19 I O maw—W= 26 0 m x 1 2 1 2 a N c r ! U WW 3 a:66 56 W ut w USEXTERIOR "SO" 58 58 6 15 PACKAGE WIDT 15 16 56 ® ACCESS r • COVER 7 34 35 11 12 12 11 34 35 = 9 W ROUGH OPENING o M w ® 0 0 c7 20 (SO—SX—SX—SO) 20 1/4" SHIM Oa = INTERIOR EXTERIOR = Z < 15 16 SPACE o 0 W in N 0 39 W w HORIZONTAL SECTION 16 15 a G "^Z ® = 0 2"=1'-0" BI-PARTING N o 18 17 Z 1 3/4" o o O a Z HEADER ABOVE I INTERIOR EMBED. US LL O o o EL d 0 ®:EXTRUSION -- — — , o 4 o W i ANY ANCHOR EXTRUSION,MULTI-PIECE 58 z u v PER ANCHOR 4q �' o�'o << SCHEDULE, TYP. 59 U &®:EXTRUSION,OPTION W '.i =o LAM Q.tr SHEET 5 r.- o tow k PER XX :PART o :1. W o a o ® ELEVATION. W w aJ w 'm XX XX :PART,MULTI-PIECE eSo(]m XX XX :PART,OPTION EMBED. EXTERIOR 58 4 W I' 37 ® m 57 w XX:DETAIL 39 53 1/4" SHIM SPACE \_ w XX XX :DETAIL,OPTION 98 99 N L.D. j.D. 22 2 17 2 2 24 2 (SX—SO) 2 2 " HORIZONTAL SECTION \ 1 2 2 24 2 2"=1'-0" SINGLE SLIDE FRAME ANCHORING VERTICAL SECTION NOTE: ITEM 58 'FOAM BLOCK' INSTALLED N.T.S. k4 2"=1'-O• SEE HEAD ANCHORS SHEET 5, IN ALL STILES, EXCEPT LOCKING STILES. AND THRESHOLD ANCHORS NOT SHOWN IN ALL STILES FOR CLARITY SHEET 9. THRESHOLD ANCHORS APPLICABLE TO 3KSI CONCRETE ONLY. w.. T ..I-Lrnnss" 20-33189 SCALES NTS UNLESS NOTED NOTES NOTE:SEE SHEET S FOR ANCHOR SCHEDULE O I. JAMB TO HEAD CONNECTION FASTENERS; 5/16-18 HHMS WITH WASHER. AND ALLOWABLE ANCHOR TYPES 2. SEE SHEET 11 FOR STACKED BOTTOM RAIL OPTIONS. DURA-STORM SERIES 3000 SECTIONS & ANCHORING, PANIC RELEASE 4-PT LOCKS EE90 BENNRN U,.9B8 P.E.. "hK BENN PRODUCT REVISED as compliylnyy with the Frida - :DA-No. 20-1216.27lo JAMB TO HEAD Expiration Data 04/04/2023 CONNECTION By TYP OF (5) Miami-Dade Product Control o N SEE NOTE 1 6• w Al o= PE.D. �E.D.D. 1/4" SHIM PANIC RELEASE 56 °ao u�N SPACE HEADER ABOVE HOST '.` 6 13 14 O 55 INTERIOR L 3 14 13 1 3/4" °;< i Z. II w paw W= Ci a STRUCT. o 6 26 S0 19 19 n z ,a• o ap I 1 2 U W IN fJ 3 °w 66 v 75 SX O :.l 3 '0 0 EXTERIOR "SO" o ® L w 58 58 16 15 15 16 56 w ACCESS = a PACKAGE WIDT ° ry ® COVER 7 w o 34 35 11 12 ROUGH OPENING 12 11 34 35 o $ o w 9 = = w = o o w 20 20 1/4" SHIM i G w INTERIOR EXTERIOR ? � 15 16 (SO-SX-SX-SO) SPACE 3 ° =z Y ® N 20 I9 a J HORIZONTAL SECTION I6 1s r°, <f �� o a 1 2"=1'-0" BI-PARTING p z oo� o_ 0�J 55 Of M N x zO fK 17 18 � Q J O o ANY ANCHOR ° v ®: EXTRUSION PANIC 55 "o U PER ANCHOR to /'�y''� ° z SCHEDULE, TYP. 59 o O' N :EXTRUSION,MULTI-PIECE RELEASE L �1,w 1 3/4" o =o cl¢ HEADER ABOVE �" Q SHEET 5 u INTERIOR � a va w & PER IN ©:EXTRUSION,OPTION o —— , W o a 4 oTH ELEVATION. PANIC XX :PART u' w m a DEVICE o L a N mcco XX XX PART,MULTI-PIECE w A,� 57Ld XX XX PART,OPTION . �NDETAIL "So22 2 17 22 2 24 25 EXTERIOR - X XX :DETAIL,OPTION o 58 34 35A\ 2 1/8" 22 22 17 22 22 24 2 I 75 //4" SHIM SPACE (SX_Sd r�HORIZONTAL SECTION ' FRAME ANCHORING VERTICAL SECTION �2"=1'-0" SINGLE SLIDE 2'=1'-O' `+ 2"=1'-0" SEE HEAD ANCHORS SHEET 5, AND THRESHOLD ANCHORS NOTE: ITEM 58 "FOAM BLOCK" INSTALLED SHEET 9. THRESHOLD IN ALL STILES, EXCEPT LOCKING STILES. ANCHORS APPLICABLE TO 3KSI NOT SHOWN IN ALL STILES FOR CLARITY CONCRETE ONLY. log . . . Mill! 20-33189 SCALE:NIS UNLESS NOTED LISIIES NOTE:8EE SHUT 110.ANCNOR SCHEDULE O Q 1. JAMB TO HEAD CONNECTION FASTENERS; 5/16-18 HHMS WITH WASHER. AND ALLOWABLE ANtHORTVPEs 2. SEE SHEET 11 FOR STACKED BOTTOM RAIL OPTIONS. - -. __. _ _ —__ __.. _- BENNASDO P.E. DURA-STORM SERIES 2000/3000 THRESHOLDS & ANCHORING] PRODUCT REVISED 046549 CA 9885 as com IMe' ln with the Florida - - - - - Building Code ,r '�' '- NOTE:USE CONCRETE ANCHOR PER ANCHOR SCHEDULE NOA-No. 20-1216.27 ' FOR ALL THRESHOLD ANCHORAGE DETAILS SHOWN HEREIN.SEE SHEET 5 FOR ANCHOR SCHEDULE AND , QUARRY Expiration Da 04te "20 CONCRETE 23 ALLOWABLE CONCRETE ANCHOR TYPES TILE, OR CARPET By (TYPICAL) Miami-Dade Product Control 27 27 EXTERIOR INTERIOR EXTERIOR INTERIOR INTERIOR EXTERIOR o v 94 94 INTERIOR EXTERIOR M Jo CONCRETE, CONCRETE, J LL > w QUARRY TILE, QUARRY TILE, ,i-x OR CARPET 0'. ;ti. D e OR CARPET 4. ,* ,; ._ S F>U x (TYPICAL) N L / r (TYPICAL) N 4 r 95 31 iv °y m W i 1 iXE 29 31 N ��w 0 4 7 t 95 31 0 .4 1 2 ,r 30 31 0 �F 33 0 . .;:6., ..t:y o 9 :w_ m TAPERED EXTRUSION ED STANDARD EXTRUSION, CD m �• U SQ IAR X BEV crxrl 33 2 SQUARE X SQUARE 32 TAPERED EXTRUSION TAPERED EXTRUSION 32 33 a w W i F�� w (RECESSED) w SQUARE X BEVEL (EXT) W SOUARE X BEVEL (INT1 o w THRESHOLD—TAPERED EXT THRESHOLD—SQUARE THRESHOLD—TAPERED EXT THRESHOLD—TAPERED INT �O 3"=1'-0" 2000 3"=1'-0- 2000 3"=1'-0- 3000 3"=1'-0" 3000 27 27 EXTERIOR < o INTERIOR C TOP OF EXTERIOR INTERIOR INTERIOR INTERIOR O EXTERIOR TOP OF CONCRETE f G 94 EXTERIOR 94 FINISH o w o o f a FLOOR\ wm k 0 a `-L 2 6 'w,V W U F n G ED >` �. tiED ED. , D >-::. x•; '< D � LL o w� IN ERIOR ? 29 31 o " �' B 'I 28 31 x t FLOORING 4 1 j2" '30 31 0 ° m ..EKED EXiRUS10N m -fi, .• �..�6 28 31 (TYP) r w SQUARE X BEVEL (INT1 32 33 2 TAPERED EXTRUSION 33 33 w i' .4 3 4" �"' w W DOUBLE BEVEL ERED EXTRUSION 33 33 LIMITS OF 32 W r o 32 w DOUBLE BEVEL RECESS STANDARD EXTRUSION p i THRESHOLD—TAPERED INT THRESHOLD—TAPERED & GROUT SQUARE X SQUARE J w m 3'=l'—O' 2000 3"=1--0' 2000 THRESHOLD—TAPERED FILL (RECESSED) CLUSTER OF ANCHORS IN (2) ROWS 3"=1--0" 3000 THRESHOLD—SQUARE Q CENTERED AT PANEL OVERLAP. 3e=1'-0" 3000 QUANTITY PER CLUSTER PER ANCHOR 13" O.C. MAX SCHEDULE, ANCHORS IN CLUSTER ILA n SPACED 3" O.C. ALONG ROW, TYP. ALONG ROW, 3" O.C. 4" TYP. TYP. 1// 3" O.C. 3" O.C. 4" TYP. TYP_ g ' 04 a€ 1 C L i C L i C.L 1 1 .E"cNLEu m. 20-33189 INTERMEDIA PANEL \LOCK STILE INTERLOCK PANEL END o SCALt:NTS UNLESS NOTED ANCHOR OVERLAP THRESHOLD ANCHORING EXT CLUSTER CLUSTER OVERLAP CLUSTER w ilk• END N.T.S. (APPLICABLE TO 3KSI CONCRETE ONLY) 0�1 CLUSTER INTERLOCK CV"JJ CLUSTER MAX PACKAGE WIDTH FRANK BENNARDO,P.E. DURA-STORM SERIES 2000/3000 EXTRUSIONS PRODUCT REVISED PEP 0046649«G.98B5 __ ____ _ ___ __ as compiling with the Florida Building God. NDA-No. 20-1216.27 Bxpir.tlon Date 04/04/2023 By 1.500•f-- Miam .Pro act Control ® to 735' 0.250• 0.375'J 1.735' 1. lJ ;ii N �__ 1--� 1J47• STEEL PANIC 7W : (----1-1.735' II 74 REINFORCING _�LLN N.T.S. ASTM A-36 a Ol-i 1.735- `- -{I 1.735- I- I o W U j�x ri1PN 8 8 1 �3 "°aow 0.093' m m 0.093'-- (jj i��"•W..Iz -n 0.093'-- 0.093'- 0.251' 0.125' 0.093' 1 1 1 _ _ 0.170• 1.549• 13A IU w MIN PANIC W TOP RAIL, SX TOP RAIL, SX TOP RAIL, SO TOP RAIL, O MUNTIN CLIP 18 MUNTIN BAR 9 3000 10 2000 n (3000) 8 2000 26 HANGER 79 N.T.S. 6063-T6 N.T.S. 6063-T6 N.T.S. 6063-T6 N.7.5. 6ob3-16 N.T.S. 6063-T6 N.T.S. 6063-T6 N.T.S. 6063-T6 ,V �{ 1.750' ° m 1.750• 1.750• t7 1.750' --I 1.750'F-- ---I 1.750" r r • ; Z P+Q I�7 1 N o 5< � 0.093'-- !' 0.093"- 1 0 0.130"- 0.130' j $ 7 U g 1 0.125• 0.125'- N Fd N LL 1 1 1 LL cw0 $_u STILE LEAD STILE FIXED STILE PIVOT STILE LEAD STILE LOCK STILE PIVOT o _ NARROW NARROW_ NARROW (MEDIUM) L MEDI M MEDIUM �: =w 15 ry r s 6063N.T.S. 6063-T6 1 L N.LS. 6063-Tb V N.T.S. 6063•T6 �� N.T.S. 6063-76 o z � Lu 8.000'� f-- 6.000'� 1.73s•-{ G a m f 4.500' 0.129' 7 0.100' LQLY - 1 0.140' 0.140' �- � 0.265' 0.265" .0130' F ¢ N`^ 0.140' - -0.140' � � I� 0.,09• $ I a 0.140' 0.156" T, _ T 5� GUTTER JAMB 4 1/2� o.os6 L0.376' QI` 0.156' I l r0.156' 25 20 1 i T< , 0.125' I m N.T.S. 6063-T6 N.T.S. 6063-T6 3 1 JAMB INSERT N.T.S. 6063-76 6.000' I A 0.100' L 0.085• %N �J 0.156" _ -� 1.968' 1 xG Fv0.t0� HEADER COVER L3.110" �ZHEADER (2 PC.) 19 GLASS STOP 2 JAMB 6 20-33189 l) N.T.S. 6063-T6 6063-T6 N.T.S. 6063-T6 N.T.S. 6063-T6 aCAIl1 NTS UNLESS NOTED 4 HEADER ffff7777 �� N.T.S. 6063-76 FRANK BENNMDO,P.E. DURA-STORM SERIES 2000/3000 EXTRUSIONS I PRODUCT REVISED PE•0046S 9 U.9685 as comp)ying with the Florida �k Building Cods ` `? NOArati 2te 0 10412 _ 4.500•� -.. 1 o.os6• -{1.Soo'r I 1 1'0• Expiration Data 04I04/2023 1 LI ro.,oa 0.110• U TM Miam"ade Product Control 0.500•-T T T L0.500' 0.500" 0.500•1 U LI COMPONENT COMPONENT COMPONENT COMPONENT 0.100•-1I--�0.500• oa fi.000• �1 THRESHOLD �1 THRESHOLD THRESHOLD _ THRESHOLD THRESHOLD FILLER M €o 0.100• �•3 N.T.S. 6063-T6 6063-T6 '2G N,T.S. 6063-T6 31 N.T.S. 6063-T6 27 N.T.S. 6063-T6 .500•1 1.735• 1.735• h--- o Q Q a THRESHOLD 2�0. MIN. OF(2) o GU 3/16• POP RIVETS n N.T.S. 6063-T6 1.735 ,y ^W w -� 1.735•�- O 22.O.C. MAX----'MAX En d 1 6� 000 17 2.000" 0.096 � -j 1.735• 0.141• 0.141" 0.094• 22 .500•T 1 7 qALT THRESHOLD3-T6 MUNTIN BAR -0.094" 23 0 96 0 0 8 � N.T.S. 606 N.T.S. 6063-T6 >= G L9 �U N p Q Z O Z 0.094• 59 4.500• Ll p Z o o v �o9s 1 21 60 61 N 21 LL wo a m Z U 10.500" J L L N gyT RESHOLD 1735• F- (SERIES 2000) (SERIES 2000) 0 =W �� N.T.S. 6063-T6 STACKED STACKED BOTTOM RAIL, O BOTTOM RAIL, O W o a.o93• BOTTOM RAIL, O BOTTOM RAIL, O N.T.S. 2-PIECE 6063-T6 N.T.S. I-PIECE 6063-T6 , o 0 N.T.S. 6063-T6 N.T.S. 6063-T6 y w 16 m a FE11 21 L w f T r-_1.500• 6 I -{ 1.735" �-'- --� 1.735• of 1 --� 1.735• MIN. OF (2) L 3/16• POP RNETS N yl 94 KEY STRIP o z2.0.c. MAX ­- N.T.S.6063-T6 2.000• C BOTTOM RAIL, -T 1735" c N.T.S. 6063-T6 2 2 0.141 -I�0.120" 0.141• p 17 YmZ 0.093" 1.000• l��1.500• BRACKET -{ 1.735•F- 0.09J• n 59 ^ -- 48 N.T.S. 6063-T6 0.093" 22 60 61 < 1.000• J� 0.1 ae � m ��r F���.r.n�,P•w. Ll 1.000•4--� I 20-33189 1 STACKED STACKED (SERIES 2000/3000) (SERIES 2000/3000) SGLE:NTS UNkk55 NO1kD 100 ANGLE BOTTOM RAIL, SX/SO BOTTOM RAIL, SX/SO BOTTOM RAIL, SX/SO BOTTOM RAIL, SX/SO BOTTOM RAIL, SX/SO N.T.S. 6063-T6 N.T.S. 6063-T6 N.T.S. 6063-T6 N.T.S. 6063-T6 N.T.S. 1-PIECE 6063-T6 N.T.S. 2-PIECE 6063-T6 FRANK MNNMDO V.E. �DURA-STORM SERIES 2000/3000 DETAILS vEr00ole9 B85 1/4" TEMP .`� `. 34 41 40 OOBO"CUFONT BUEAOTE M 76 46 INFERAYER F�Q.F4W N�4 WEDGE 99 1/4" ANN VINYL 90 97 55 91 3M GLAZING TAPE 77 FULL LENG c N -- • 98 20 19 c 47 SETTING �o SO PANEL nSX/0 WIND CLIP EXT. ( BLOCK INT. =ALL N BALL F` NTS SERIES 2000 SHOREMIN 7A °w u �' �LO PIVOT TOP P DETENT TOP PANIC BOLT TOP 92 DUROMEfER) aQ W 3-$�x_ NTS SERIES 3000 NTS SERIES 3000 Ci NTS 3000 ° o os�w ° n STD BOLT TOP ° SCREWS J�o- ° 9 MH F NTS SERIES 2000 30DO SEE 74 79 0 3 LL W NOTE 1 018" O.C. UTHRESHOLD(� 7 1/4" TEMP 7 �w L1100"SAF-GASS INfF7dAYER It SO PANEL 61 62 43FER1/QFWW N]4 WEDGE 90VI NYL 42 91 3M GLAZING TAPE BALL DETENT 0 B SO PIVOT BOTTOM Q BOTTOM 0 PANIC REINFORCING FULL LENG2 o N NTS 3000 20 19 s G NTS SERIES 3000 NTS SERIES 30W SETTING ; z o f z 3-POINT EXT. BLOCK 0 'a �4 N LATCH DETAIL 61 63 (MIN BLOCK TNT. k z o o L 62 NTS SERIES 2000 3000 ° o u / 59 SHORE A u f 38 60 62 92 UROMETER) LL w o 61 0 � z u 10 FH z u F 36 nMUNTIN DETAIL 59 370 1- ®�eEwoC } � =o 60 NTS SERIES 2000/3000 39 9Z1 6" LAMINATED W aJ 55 ces nSTD BOLT BOTTOM NLAZING DETAILS TS PANIC NTS SERIES 2000/3000 C SX GUIDE PIVOT BOTTOM BAR Q NTS 36 SERIES 3000 61 74 61 63 VIIIin 38 SECURITY 62 (l1Ox3/4" SX PANEL HOOK SMS HEADER 8N 42 59 62 05.5' O.C. 43 60 79 sX SE 79 #1ax1.z2" �_m FH SDS, ' NO 1 LLI� SO PANEL FROM ENDS 97 L PANIC REINFORCING & 100I = ' NTS 3000 55 OMIDPOINT SECURITY HOOK PANIC 0 PANEL ANGLE p H PANIC BOLT BOTTOM n M SNTIN DE AIL O NTS NTS SERIES 3000 SX PIVOT TOP (SX-SO INTERLOCK) NTS SERIES 20007= NTS 3000 0 PANEL1 48 PRODUCT REVISED FASTEN W/ #10x3/4 FH SMS, a:compiling with the Florida (4) TO BOTTOM RAIL, (3) TO 49 W..20-33189 BuIlding Coda THRESHOLD NOA-No. 20-1216.27 SCALE:NTS UNLESS NOTED THRESHOLD 48 SX PANEL NOTES Expiration Data 04/04I2023 1�4 1. REM 74, -STEEL PLATE-PANIC REINFORCING% IS CONTAINED WITHIN VERTICAL STILE, HAS A MINIMUM LENGTH OF 46-, AND IS CENTERED VERTICALLY ABOUT CENTERLINE OF HORIZONTAL By )O—PANEL BRACKET K SX GUIDE PIVOT BOTTOM NTS SERIES OM [� MUNTIN. ITEM 74 IS FASTENED AS FOLLOWS: SINGLE ROW #10 X 32 X 1/2" FHTCMS O 6" OC. Miami-Dade Product Control 1 NTS SERIES 2000 (0-SX INTERLOCK) FB K UNNMDO,P.E. DURA-STORM SERIES 2000/3000 LOCKING ARRANGEMENTS PRODUCT REVISED PE r 0046549 CA.9685 as complying with the Florida °; Building Cods ADAMS RITE 4016 ADAMS RITE 1870 ADAMS RITE 4016 NoA-No. 20-1216.27 HEADER BOLT 98 99 51 52 HEADER BOLT HEADER BOLT m Expiration Date 04/04/2023 98 99 P By i,: - 1'-' �.6" 34 Miam Dade Product Control 10 ;LE 4 #10x3/4" SMS w f 05.5" O.C. " u° 4 " Ev) gw #140.25" FH SDS, ® ® 2" FROM ENDS & `a¢w-a ®MIDPOINT W z i OLm ADAMS RITE ❑ ADAMS RITE 1870 'ADAMS RITE ❑ +e4 MS185OS-050 53 SERIES, CYLINDER MS1850S-050 53 FINISHED o w k ADAMS RITE SERIES DEADBOLT OPERATED FLUSH BOLT SERIES HOOKBOLT FLOOR ID o 401E 51 - FINISHED 48 THRESHOLD FLOOR FASTEN W/ BOLT (ACT.) FINISHED (ACT.) #10x3/4 FH SMS, o � 37 39 FLOOR (4) TO BOTTOM o 0 I Ali 35 RAIL, (3) TO w � ADAMS RITE 401E THRESHOLD a G o:u THRESHOLD BOLT FINISHED SERIES 3000 3 z s a 3-PT CONCEALED FLOOR SERIES 2000 LOCKING SYSTEM 37 3g 5-PT CONCEALED SO-PANEL SERIES 2000/3000 LOCKING SYSTEM 0-PANEL u o =a SERIES 2000/3000 SINGLE SLIDE LL o BI-PARTING C9 w zu 55 55 55 0 z z'+' W � �o a L w ( V7 M M 1 •N PANIC ,%, PANIC MUNTIN 55 MUNTIN �I ADAMS RITE 55 /ADAMS RITE G86 SERIES G86 SERIES PANIC EXIT DEVICE WITH 2-PT EXIT DEVICE CONCEALED VERTICAL ROD 55 55 ( (ACT.) FINISHED ACT.) FINISHED , FLOOR FLOOR 20-33189 2-PT CONCEALED 4-PT CONCEALED VERTICAL ROD WITH VERTICAL ROD WITH S Lff:NIS UNLESS NOTED PANIC RELEASE PANIC RELEASE 1M6 LOCKING SYSTEM LOCKING SYSTEM f� SERIES 3000 SERIES 3000 �LJI SINGLE SLIDE BI-PARTING FRANK SENNARDO,P.E. DURA-STORM SERIES 2000/3000 BILL OF MATERIALS VErpoa$519"CA.98E6 BILL OF MATERIALS BILL OF MATERIALS , REFERENCE DESCRIPTION REFERENCE DESCRIPTION 1 Extrusion-lamb-4 1/2" 46 Component-Ball Detent 2 Extrusion-lamb-6" 47 Component-Detent Block o N 3 Extrusion-Jamb-Insert 48 Component-Bracket-0 Panel `o 4 Extrusion-Header -1 PC 49 Component-Bottom Guide-SX-2000u 5 lExtrusion-Header -2 PC 50 Component-Load Wheel-Steel/Aluminum/Plastic LLu' w o -U 6 Extrusion-Header Cover- Component-2-PT Lock-Cylinder-Adams Rite 1870 �u—u x 7 Extrusion-Top Rail-SO 51 Flushbolt,to be used with A.R.4015 bottom bolt. �a w—ai 8 Extrusion-Top Rail-0 Component-2-PT Lock-Thumb Turn-Adams Rite 1870 52 Flushbolt,to be used with A.R.4015 bottom bolt. O�J �: 9 Extrusion-Top Rail-SX PRODUCT REVISED Component-8 PI Hookbolt Lock-Single Action- as co-Pfy i.9 with tha Florida 3 C a z 10 Extrusion-Top Rail-SX p y g Building Coda u 53 Adams Rite MS1850S-050(Deadbolt),Used w/Adams NOA-No. 20-1216.27 11 Extrusion-Stile,Narrow-Fixed o w 12 Extrusion-Stile, Medium-Lead Rite 4015 and 4016 Bolts P O Ea fratlon Data 04/04/2023 54 Component- Exit Indicator- 13 Extrusion-Stile,Narrow-Pivot By Component-2-Pt Panic Device-Adams Rite G86 with 55 14 Extrusion-Stile, Medium-Pivot concealed vertical rod(top/bottom)and latch assembly. Miami--Dad.Product ontroi o N 15 Extrusion-Stile, Narrow-Lead 56 Component-Pile-Adhesive/non Adhesive backed o, 16 Extrusion-Stile, Medium-Lock f G 57 Component-Brush-Sweep a o c i 17 Extrusion-Muntin Bar/Stacked Bottom Rail Part-2" 3 Z 5 f a 58 Component-Foam Block- a w 18 Extrusion-Muntin Bar-4.25" k = o o 59 Hardware-Tie Rod-Plate o 19 Extrusion-Glass Stop N N LL 60 Hardware-Tie Rod-Nut-5/16-18-Steel LL o 20 Extrusion-Glass Gutter ° 61 Hardware-Threaded Rod-5/16-18-Steel 21 Extrusion-Bottom Rail 0-4" f z 22 Extrusion-Bottom Rail SO/SX-4" 62 Hardware-5/16- 18 -Nut-Steel o z 23 Extrusion-Bottom Rail O- 10" 2 PC 63 Hardware-Tie Rod/Rail-Plate-Steel >;64 Hardware-7/16-20 Jamb Nut-Steel W ^ z o � �o 24 Extrusion-Bottom Rail SX/SO- 1 PC- 10" 25 Extrusion-Bottom Rail SX/SO-2 PC- 10" 65 Hardware-7/16 SO Pivot Pin-Steel sJ w m a 66 Hardware-5/8-11 Nut-Steel L 26 Extrusion-Hanger- 27 Extrusion-Threshold-Filler 74 Component-Steel Plate-Panic Reinforcing(48"Min.) 28 Extrusion-Threshold-Dbl bevel-6" 75 Component-Key Operator-Adams Rite (Ain 29 Extrusion-Threshold-Sq/Bvl-6" 76 Component-Lock Flange(Int)-"Wind Clip" 30 Extrusion-Threshold-Recessed 4.5" 77 Component-Lock Flange(Ext)-"Wind Clip" `n 31 Extrusion-Threshold-Core 79 Component-Muntin Clip(with Panic) 32 Extrusion-Threshold-Square 90 Glazing-Wedge Vinyl-RM270864 by Trelleborg B 33 Extrusion-Threshold-Bevel 91 Glazing-3M Tape- u LL 34 Component-Top Pivot-SO-3000 92 Glazing-Setting Block- lit 4 35 Component-Bottom Pivot-SO-3000 94 Extrusion-Key Strip 36 Component-Bottom Guide-SX-3000 95 Extrusion-Threshold-Sq/Bvl-4.5" 37 Component-Throw Bolt-Std-Adams Rite 4015 96 Extrusion-Bottom Rail O-10" xl g 38 Component-Top pivot-SX 97 Component-Ball Detent-SO 39 Component-Guide-Throw Bolt-Adams Rite 4015 98 Component-Throw Bolt-Std-Adams Rite 4016 40 Component-Ball Detent-Std 20-33189 99 Component-Guide-Throw Bolt-Adams Rite 4016 41 Component-Detent Block-Std 100 lExtrusion- 1"xl"x3/16"Angle SCALE:NIS UNLESS NOTED 42 Component-Security Hook-Std 43 Component-Backing Plate-Security Hook NON—CALL OUT PART #S FROM 44,45, 67-73, 78, 80-89 ARE NOT PART OF BOM