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HomeMy WebLinkAboutProduct Approval (5) RECEIVEb NOV 0 5 2019 MIAMI•DADE 8T. Lucie County, -DADE COUNTY ?5T ONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy WinDoor,Inc. 7500 Amsterdam Drive Orlando,FL 32832 SCOPE: 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 after the 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 incur the 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 114000 (SG)" Aluminum Single Hung Window-S.M.I. APPROVAL DOCUMENT: Drawing No. 08-02217, titled "4000 Aluminum Single Hung Window SGP Equal Leg and Flange - SMI", sheets 1 through 13 of 13, dated 09/05/13, with revision C dated 11/29/17, prepared by manufacturer, signed and sealed by Luis R. Lomas, P.E., bearing the Miami-Dade County. Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami— Dade County Product Control Section. MISSILE IMPACT RATING: Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise 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 other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination 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. 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 renews NOA#17-1219.28 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao,P.E. Iff MIAMI•DADECOUNTY �✓f�lw' I REV�EW�jE G N� 9-01130.04 • '�ip r Va'l�� a M5024 ®® A o ate. arc ,2019 COPYT. LUCIE C®UN�`Pagel L E HOCA WinDoor, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOAs A. DRAWINGS 1. Manufacturer's die drawings and sections. . (Submitted under NOA No. 13-0917.10) 2. Drawing No. 08-02217,titled"4000 Aluminum Single Hung Window SGP Equal Leg and Flange - SMP', sheets 1 through 13 of 13, dated 09/05/13, with revision C dated 11/29/17,prepared by manufacturer, signed and sealed by Luis R. Lomas,P.E. B. TESTS 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 4) Small 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, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,prepared by National Certified Testing Laboratories, Inc., Test Report No. NCTL-210-3883-01, dated 08/13/13, signed and sealed by Gerald J.Ferrara,P.E. (Submitted under NOA No. 13-0917.10) C. CALCULATIONS v 1. Anchor verification calculations and structural analysis, complying with FBC 61h edition (2017), dated 11/29/17 prepared, signed and sealed by Luis R. Lomas,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. NOA No. 17-0808.02 issued to Kuraray America,Inc.for their"SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6" Edition (2017), and of no financial interest, dated 11/29/2017, issued, signed and sealed by Luis R.Lomas, P.E. G. OTHERS 1. NOA No. 15-0723.06,issued to WinDoor,Inc. for their Series"4000 (SG)" Aluminum Single Hung Window- S.M.I. approved on 04/07/16 and expiring on 03/27/19. Sifang Zhao,P.E. Product Control Examiner NOA No. 19-0130.04 Expiration Date: March 27,2024 Approval Date: March 07,2019 E-1 , WinDoor,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. 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. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6" Edition (2017), and of no financial interest, dated 01/23/2019, issued, signed and sealed by Anthony Lynn Miller, P.E G. OTHERS 1. NOA No. 17-1219.28, issued to WinDoor, Inc. for their Series "4000 (SG)" Aluminum Single Hung Window- S.M.I. approved on 03/08/18 and expiring on 03/27/19. Sifang Zhao,P.E. Product Control Examiner NOA No. 19-0130.04 Expiration Date: March 27,2024 Approval Date: March 07,2019 E-2 REVISIONS REV DESCRIPTION DATE APPROVED C REVISED PER NEW REQUIREMENTS 11/29/17 R.L. NOTES: 15.FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE x/14 CUT—THREAD WOOD SCREWS 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH WITH SUFFICIENT LENGTH TO ACHIEVE A 1 7/16" MINIMUM EMBEDMENT INTO SUBSTRATE REQUIREMENTS OF THE FLORIDA BUILDING CODE 6th EDITION (2017) INCLUDING THE HVHZ. WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY INSTALLATION DETAILS. TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE 16.FOR ANCHORING INTO METAL STRUCTURE USE #14 SMS,OR SELF DRILLING SCREWS RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. MINIMUM GRADE 5 WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND 3. 1 X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE DETAILS. ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 1,7.ALL FASTENERS TO BE CORROSION RESISTANT. INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO 18.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL- MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: FASTENED TO MASONRY, CONCRETE OR .OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42' BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-9G, GRADE N, TYPE 1 (OR 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED GREATER). COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF D. METAL STRUCTURE: STEEL 16GA, 33KSI OR ALUMINUM 6063-T5 1/8" THICK MINIMUM THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED- ' S. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE LOADS, LOCATED AND APPLIED IN A THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: ALUMINUM 6063-T6. 12. UNITS MUST BE GLAZED PER ASTM E1300-04 SEE SHEET 2 FOR GLAZING DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. WHEN INSTALLED AT 30.0 FT. OR HIGHER A60VE GROUND LEVEL 14. FOR ANCHORING INTO MASONRY/CONCRETE USE 1/4" ELCO CRETE-FLEX SS4 WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SIGNED:02119/2018 W inDoOr OO�DTERDAMDRIVE FL 32832 `\`�\S R•ILO TABLE OF CONTENTS J. q SHEET NO. DESCRIPTION PRODUCT RENEWED INCORPORATED �almos —vindoocin-om �! 'UG�SF•••s as complying with the Florida .. _� L 1 NOTES Building code _ No.62514 4000 ALUMINUM SINGLE HUNG WINDOW'SGP NOA-No. 19-0271204No.62514 . EQUAL LEG. AND FLANGE - SMI 2 - 4 ELEVATIONS ='fl'• . Expiration Data o31z7izo24 NOTES 5 - 6 CROSS SECTIONS ��O STATE OF By DRAWN: DWG N0. REV T�••.:RLORIOP•'G��� 7 — 11 INSTALLATION DETAILS Miami-Da"Product Control N.G. 08-02217 C X55+' ••••' �J�� 12 - 13 COMPONENTS SCALE NTS DATE 09/05/13 1 SHEET OF 13 107" MAX FRAME WIDTH REMSIONS 7 1/ MAX TYP. NOTE REV DESCRIPTION DATE APPROVED 15" 7. FLANGE UN?DIMENSIONS:fOB'X7T'TIP TOTIP 4" MAX rMAC- X 4 1/2" MAX TYP. 4" MAX Z. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, C REVISED PER NEW REQUIREMENTS 11/29/17 R.L. O. SEE CHART #3 A -{ NOTSHOWNFOR CLARITY. MULLION CLUSTER B I 3. SILL RETAINER FULL LENGTH OFSILL 4 7/8" MAX CHART#1 FOR METAL AND MASONRY/CONCRETE INSTALLATION I Design pressure(pst) 0 //// Firm e Frame width;, (in) // MEETING RAIL CLUSTER Height 60.00 7200 04.00 9&00 107.00 9 1/2" I SEE CHART J3 (in) Pos Neg Pos Neg Pos I Neg Pos Neg Pos I Neg MAX O.C. - 30.00 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 76" 36.00 120.0 150,0 120.0 150.0 120.0 ,150.0 120.0 150.0 1200 139.1 MAX 6 1/4". 6 1/4' 6 1/4"16 1/4" 42.00 120.0 150.0 120.0 150.0 120.0 150.0 120.0 141.5 120.0 123.4 FRAME 18 18 1g I 1g 4 9/16" 48.00 120.0 150.0 . 120.0 150.0 120.0 150.0 120,0 129.0 111.9 111.9 HEIGHT , MAX TYP. 6x00 120.0 150.0 120.0 150.0 120.0 144.8 119.6 119.6 1032 1032 0 120.0 150.0 120.0 150.0 120.0 136.9 112.6' 112.6 .96.5 96.5 MEETING 1.0- 120.0 150.0 120.0 1352 120.0 121.3 107.2 1072 91.3 91.3 RAIL 120.0 136.9 120.0 120.5 11,4 101.4 91,6 91.6 072 87.2 CLUSTER 1 7 r 7x00 120.0 128.0 112.2 112.2 tm.0 100.0 szo s20 as,o 85.0 SEE CHART #3 CHART#2 OD INSTALLATION . _ B. B FOR WOOD p-re(p. 5 5 ANCHORS TO BE Frame Fram e width(in) EQUALLY SPACED Height 8000 7200 14.00 ea00 ro�oo FOR NUMBER OF ((n) K120.0 Neg Pas Neg Pos Neg Pos Neg Pos Keg ANCHORS REQUIRED MOO 118.2 120.0 118.2 120.0 11x.2 120.0 1192 1123 112.3 4 7/8" MAX 36.00 418.2 120.0 1182 120.0 118.2 110.0 110.4 96.7 96.7 SEE CHART #3 4200 119.2 120.0 1182 117.1 117.1 91.4 98.4 85.8 85.8 THIS SHEET.MULLION 48.00 118.2 120.0 1182 107.6 107.6 89.7 89.7 77.1 .77.8 4" MAX MAX --{ CLUSTER 6 SaOO 111.2. 120.0 118.2 100.7 100.7 832 . 83.2 71.7 71.7 7" MAX TYP. saoo 118.2 11.0 t1.a 95.2 ss2 713 7e.a 17.1 67.1 O•C 66,00 11.4 94.0 94.0 84.3 84.3 74S 74.5 s35 63S 10" MAX TYP. :172.00 952 95.2 83.883.8 75.4 75.4 685 68,5 60.6 60.6 76.00 89.0 es.o 7e.o 7e:o 702 7025a.0 59.1 Ss.1 4000 ALUMINUM SINGLE HUNG TWIN WINDOW CHART#3 EXTERIOR VIEW Hnmberor-h.,onsana regnlna R METAL AND MASONRYICONCRETE INSTALLATION FOR WOOD INSTALLATION game Fnme W1atb pn DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING Helam M" 72.0 daao as" 150.0 ttn9 MWllon ny MWllon a n0 Munlon Meetln9 Mullion ny Mullion Ita) H63 Amb rail Nd3 Jamb nil Nd3 Jamb nil HdS Amb ral! HW lamb raf! LL - elucef cluaer darter dumr darter duccr clacer clucv c/umf duahf t85.OPSF MISSILE IMPACT ±59.1 PSF MISSILSMALL E IMPACT i0M 1 1 2 2 1 2 2 2 1 2 2 2 1 2 3 z 1, 2 3 36.00 1 1 1 2 2 1 2 2 2 1 2 3 2 1 2 3 2 1 2 3 4200 2 2 3 2 2 2 3 2 2 2 3 2 2 2 3 2 2 2 3 MISSILE LEVEL D,WIND ZONE 4 AND HVHZ MISSILE LEVEL D,WIND ZONE 4 AND HVHZ 40.6 2 2 2 3 2 2 2 3 2 -2 z 4 2 z 2 4 2 2 2 3 FOR OTHER UNITS RATINGS SEE CHART#1 FOR OTHER UNITS RA77NGS SEE CHART#2 54.64 2' 2 2 3 .2 2 2 4 2 2 2 a 2 2 2 4 2 2 2 4 60.0 2 3 2 4 2 3 2 4 2 3 2 0 2 3 2 4 2 3 2 4 7/16' 15/16" 66.0 3 1 4 3 -72 4 2 3 2 2 2 3 2 4 .035" SENTRYGLAS 3/8" AIR GAP �s�as 3 1 e i 3 2 a x 3 z a 2 3 z e z 3 z e BY KURARAY 3/16" HS SIGNED:02/19/2018 EXTERIOR 3/16" HS 035" SENTRYGLAS BY KURARAY `` 1t 111111/ /j ��j��,,7� 7500 AMSTERDAM DRIVE 11 4 3/16" HS W inDoor �N R;LO 7� / 3/16" HS i/8" TEMP� � JAS. 1 1 ORLANDO,FL 32832 32 31 32 31 ALUMINUM PRODUCT RENEWED INCORPORATFJO s� 8�00 �mwodoorinccom :'JO ';S % as compWng with the Florida SPACER SYSTEM Building Code 4000 ALUMINUM SINGLE HUNG WINDOW SGP No.82514 INTERIOR NOA-No. •19-0130.04 3/4" SITE 12 EQUAL LEG AND FLANGE - SMI 3/4" BITE ExpiratlonDate 03/27/2024 TWIN.ELEVATION & GLAZING DETAILS =0 �2'"`- SIKA 552 BEDDING INTERIOR By ��0.'•• STATE OF EXTERIOR MIam4-Dade Product Control DRAWN: DWG N0. REV �T�'.�F�OR10P.•''G\?� GLASS A GLASS B BEDDING 2 SCA11 NTS [DATE 09/05/13 08-022'17sEE20F 13 C �f7/1"ONAL1E�:��� REVISIONS 53" MAX FRAME WIDTH REV DESCRIPTION DATE APPROVED 15" 4" MAX MAX 4" MAX C REVISED PER NEW REOUIREMENTS 11/29/17 R.L. O.C. C 6 ANCHORS TO BE EQUALLY SPACED FOR NUMBER OF 4 7/8" MAX i ANCHORS REQUIRED CHART#4 SEE CHART #6 THIS SHEET. I ' FOR METAL AND MASONRY/CONCRETE INSTALLATION L1 Maximum design pressure capacity chart(pan 9 1/2" 1 Frame Panel width(7n) MAX O.C. O I Height Sao 36.0 42.0 48.0 53.0 MEETING RAIL (1n) Pos Neg Pas Neg Pas Neg Pas Neg Pas Neg CLUSTER SEE Tao 120.0 150.0 120.0 150.0 tza0 150.0 120.0 150.0 120.0 150.0 I 64.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 CHART #6 sao 120.0 150.0 120.0 150.0 1za0 150.0 120:0 150.4 tzo.o 150.0 96" ------ ----- 5 sao 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 MAX , 4 9/16" MAX TYP. , FRAME , CHART#5 HEIGHT I Maximum design pressure(psi) 7 9/16" MAX TYP. For units installed in wood substrate MEETING 6 1/4" 1 6 1/4" { Frame Frame Width(In) RAIL 18 1 18 I Height 30.00 36.00 42.00 48.00 5300 CLUSTER (In) Pas Neg Pos Neg Pa. Neg PX Neg Pas Neg SEE 79.00 120.0 143.5 119.6 119.6 120.0 129.5 108.3 108.3 95.3 95.3 CHART #6 , 84.00 117.4 117.4 107.7 107.7 toes 1026 1m.9 140.9 1oDs 100.9 4 1 80.00 120.0 132.5 119.6 119.6 111.8 111.8 107.7 107.7 106.4 106.4 1 0 9/1 6" 96.00 114.8 114.8 102.5 1(12.5 116.3 116.3 107.7 107.7 109.1 109.1 9 11/2" MAX TYP. CHART#6 MAX O.C. Number of anchor locations required Flied Ven! Frame Width(In) Frame Ike Ilte 30.00 36.00 4200 48.00 5300 Height height height MeeOng Meetlne Meeang Meeting Meeting 4 3 4" MAX (In Head Jamb rail Jamb Head Jamb rail Jamb Head Jamb re11 Jamb Head Jamb mil Jamb Head Jamb rail Jamb / (in) (in) upper lower upper /oxer upper lower upper lower upper lower duster duster cluster duster duster 7400 4200 36.00 3 2 2 2 3 3 3 2 3. 3 3 2 4 3 4. im 4 3 C' 80.00 4400 38.00 3 3 2 2 3 3 3 2 3 3 3 2 4 3 4 5 3 6 90.0!1 54.00 38.00 3 3 2 2 3 4 3 2 3 4 3 2 4 4 4 5 3 8600 60.00 36.00 3 4 2 2 3 4 3 2 3 5 3 2 4 5 4 5 3 4000 ALUMINUM SINGLE HUNG ORIEL WINDOW . EXTERIOR VIEW ' FOR WOOD,METAL AND MASONRY/CONCRETE INSTALLATION FOR WOOD INSTALLATION DESIGN PRESSURE RATING PAC -RA DESIGN PRESSURE RATING IMPACT RATING SMALL SMALL +120.0/-150.0PSF MISSILE IMPACT f109.1PSF MISSILE IMPACT MISSILE LEVEL D,WIND ZONE 4 AND HVHZ MISSILE LEVEL D,WIND ZONE 4 AND 14VHZ SIGNED:02/19/2018 FOR OTHER UNITS RATINGS SEE CHART#4 FOR OTHER UNITS RATINGS SEE CHART#5 7500 Ah6'I1iRDA1ii DRIVE \0111 t 1 It p r I erre W 0�� ORLANDO,FL'32832 PRODUCT RENEWED INCORPORA'TP1D phoav/0T/�B'°° �;' 11GEN8F •.S '� • as complying with the Florida F-4..Qlzm wwmaindoodnacom NOTE: Building code 4000 ALUMINUM SINGLE HUNG WINDOW SGP = No.62514 1. FLANGE UNIT DIMENSIONS:54'X9TTIPTOT7P NOA-No. 19-0130.04. EQUAL LEG AND FLANGE - SMI 2. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, ExplrationDate 03127/2024 ORIEL ELEVATION NOT SHOWN FOR CLARITY. O STATE of 3. NO FASTENERS IN SILL,AT SINGLE UNITS ONLY. BY DRAWN: DWG N0. REV a ''� '•;✓:<OtyIOP:'G\?� MlamF•Da Product Control N.G. 08-02217 C 'i Ss'•....... SCALE NTS JDATE 09/05/13 1 IHE173 OF 13 REVISIONS 53" MAX FRAME WIDTH NOTE REV DESCRIPTION GATE APPROVED 15" i. FLANGE UNIT DIMENSIONS:54"X 97"TIP TO TIP 4" MAX MAX 4" MAX 2. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, C REVISED PER NEW REQUIREMENTS 11/29/17 R.L. O.C. NOT C 3.. NO FASTENERS IN CLARITY.FOR L,AT SINGLE UNITS ONLY. 6 ANCHORS TO BE 4 7/8" MAX EQUALLY SPACED CHART#8 I FOR NUMBER OF CHART#7. ANCHORS REQUIRED FOR METAL,MASONRY/CONCRETE INSTALLATION FOR WOOD INSTALLATION SEE CHART #9 Maximum dedgn pressure capacity chart(psi) Maximum design pressure capacity chart(p THIS SHEEP Frame Panel width On) Frame Panel width(In) 9 1/2" 1' O Heigh[ 30.0 360 420 460 '53.0 Height 30.0 36.0 420 4&0 610 MAX O,C. 4 9/16" MAX TYP. (In) P;7T Neg Pas I Neg Pos Neg Pos Neg Pos I Neg (In) Pos Neg Pas Neg I Pos I Neg Pos Meg Pas I Meg 36.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 36.0 120.0 147.6 720.0 147.61 120.0 1 147.6 120.0 147.6 120.0 147.6 7 9/16" MAX TYP. 420 120.0 150.0 120.0 1500. 120.0 150.0 120.0 150.0 120.0 150.0 420 120.0 147.6 120.0 147.6 120.0 147.6 120.0 147.6 120.0 147.6 MEETING 6 1/4" I1 6 1/4 10 9/16" MAX 46.0 120.0 1so.o 120.0 750.0 120.0 150.0 1zo.o 15D.o 1zo.o 15D.o 4e.0 120.0 147.6 t2Q.o 147.6 120.0 141.6 120.0 147.6 12QO 143.6 RAIL { TYP, 54.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 64.0 120.0 147,8 120.0 147.6 120.0 147.1, 120.0 141.6 120.0 139.9 CLUSTER I 60.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 60.0 120.0 147.6 120.0 147.6 120.0 138.3 120.0 131.1 120.0 127.6 SEE 18 18 66.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 66.0 120.0 147.6 120,0 144.2 120.0 131.8 120.0 123.6 119.0 119.0 CHART #9 720 1200. 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 720 120.0 147.6 120.0 139.8 120.0 -126.9 118.0 118.0 112T 1127 96" 78.0 120.0 150.0 120.0, 150.0 120.0 150.0 120.0 150.0 120.0 7500 78.0 120.0 147.6 120.0 136.3 120.0 123.0 113.fi 113.fi 107.9 107.9 MAX 1 64.0 120.0 150.0 720.0 150.0 120.0 150.0 120.0 150.0 1200 150.0 e4.0. 120.0 ta7.fi 120.0 133.5 Ns.g 119.9 110.1 No.t 704.7 104.1 •• FRAME I �� 90.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 1500 90.0 120.0 147.6 120.0 131.1 117.3 117.3 107.3 107.3 101.0 101.0 ... HEIGHT MEETING RAIL CLUSTER g5,0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 96,0 120.0 147.6 120.0 129.1 115.1 115.7 104.9 104.9 y8.4 98.4 D SEE CHART #9 5 1 5 - 1 CHART#9 Number of anchor loc400ns required 9 1/2 I Frame Width(In) MAX O.C. v 1 Frame 3400 36.00 4200 48.00 53.00 ^ 1 waht Mceting Mewing Meeting Meeting Mcetlng (In) Hoed Jamb all '�mb !fid Jamb �1! Jamb !!ted Jamb rail 'lamb Head Jamb mil Jamb Nmtl �mh rail •IBmb JuPPer duster'lower upper duster lower upper duster /ower upper dull lower apps rJu2er lower 1 36.00 3 1 2 13 1 2 1 1 4 1 2 1 4 1 2 2 4 1 3 2 4 3/4"'.MAX 4200 3 1 2 1 3 1 2 1 4 1 2 2 4 1 3 2 4 1 3 2 46.00 3 1 2 1 3 1 2 2 4 1 3 2 4 1 3 2 4 1 3 2 SAW 3 1 2 1 3 1 2 2 4 1 3 2 4 1 3 2 4 1 4 2 C60.00_ 3 2 2 2 3 2 3 2 4 2 3 2 4 2 3 2 4 2 4 2 '66.00. 3 2 2 2 3 - 2 3 2 4 2 3 2 4 .2 4 2 4 2 4 3 t) 7200 3 2 2 2 3 2 3 2 4 2 3 2 4 2 4 3 4 2 4 3 76.00 3 2 2 2 3 2 3 2 4 2 4 2 4 2 4 3 4 2 5 3 80.00 3 2 3 2 3 2 3 2 4 2 4 3 4 2 4 3 1 4 1 2 5 -3 4000 ALUMINUM SINGLE HUNG WINDOW 6x00 3z 3 z 3 3 3 2 a 3 a 3 4 3 4 3 4 3 5 3 EXTERIOR VIEW aa.00 3 3 3 2 3 3 3 2 4 3 4 3 4 34 3 4 3 5 3 ' 9200 3 3 3 33 3 3 3 4 3 4 3 4 3 5 3 4 3 5 3 96.00 3 3 3 3 3 3 3 3 4 3 4 3 4 3 5 1 3 1 4 1 3 5 4 FOR METAL AND MASONRY/CONCRETE INSTALLATION FOR WOOD INSTALLATION ' DESIGN PRESSURE RATING IMPACT RATING' DESIGN PRESSURE RATING IMPACT RATING SIGNED:02/19/2018 +120.0%150.OPSF SMALL + SMALL �p�,�7 7500 AMSTERDAM DRIVE `\71111IIIIIIIIf/,� MISSILE IMPACT 98.4PSF , W inDoor . R•Lp �, MISSILE IMPACT ORLANDO,FL 32832 .`. JAS_•-....,4jq INC012PORA'I'F.D F=4o7A.I.0 03 v:•'uCENOF'••_tS �. MISSILE LEVEL D,WIND ZONE 4ANDHVHZ MISSILE LEVEL'D,WIND ZONE 4AND HVHZ PRODUCT RENEWED s>tlo+nn-mt wcw.wiado0riacam FOR OTHER UNITS RATINGS SEE CHART#7 FOR OTHER UNITS RATINGS SEE CHART#8 as complying with the Florida Building coos 4000 ALUMINUM SINGLE HUNG WINDOW SGP _ �•� NOA-No. 19.0130.04EQUAL LEG'AND FLANGE - SMI Expiration Date 03!2712024 EQUAL LEG ELEVATION =�'• O •. 57ATEOF tG� gy DRAWN: DWC NO. REV iT�'•• F<Op101;.•''G,\?�� Miaml-0a a Product Control SCALE NTS DATE 09 H 05/13 DB SOE?470F 13 C 41 PARTS LIST REVISIONS NO. PART NUMBER' DESCRIPTION MANUFACTURER MATERIAL REv DESCRIPTION DATE APPROVED 1 FS-06612 FRAME HEAD EQUAL LEG KEYMARK ALUMINUM 6063-76 CREVISED PER NEW REQUIREMENTS 11/29/17 R.L. 2- FS-06613 FRAME SILL EOUAL LEG KEYMARK' ALUMINUM 6063-T6 3 FS-06614 FRAME JAMB EQUAL LEG KEYMARK ALUMINUM 6063-T6 1© INTERIOR 12 4 FS-06661 FRAME HEAD FLANGE KEYMARK ALUMINUM 6063-T6OR OR 19 2 11 2 2828 2 1 2 19 ' 5 FS-06662 FRAME SILL FLANGE KEYMARK ALUMINUM 6063-T6 t0 10 FOR ILLUSTRATION PURPOSES ONLY 6 FS-06663 FRAME JAMB FLANGE KEYMARK ALUMINUM 6063-T6 FOR INSTALLATION DETAILS 7 M-06615 FIXED MEETING RAIL KEYMARK ALUMINUM 6063-T6 8 FH-06616 . MEETING RAIL KEYMARK ALUMINUM 6063-T6 REFER TO SHEETS 7- 11 31 '3 32 3 9 FH-06617 UFT RAIL KEYMARK ALUMINUM 6063-T6 11 OR 1 10 FS-06618 SASH JAMB KEYMARK ALUMINUM 6063-T6 2 28 11 FS-06667 7/16"GLASS STOP KEYMARK ALUMINUM 6063-T6 12 FS-06619 1"GLASS STOP KEYMARK ALUMINUM 6063-T6 13 FH-06668 VERTICAL IMPOST KEYMARK ALUMINUM 6063-T6 8 23 23 28 14- FS-04501 HEAD RECESS COVER KEYMARK ALUMINUM 6063-T6 ©OR 3 20 1 2 20 3 OR EXTERIOR 15 FE-5031 SILL SNAP LOCK KEYMARK ALUMINUM 6063-T6 16 FS-06671 HEAD FILLER KEYMARK ALUMINUM 6063-T6 HORIZONTAL CROSS SECTION 5 SINGLE UNIT 17 FS-06664 SILL RETAINER KEYMARK ALUMINUM 6063-T6 ' 18 H4000-BL-SL202 SASH LOCK WINDOOR ' 19 BLOCK AND TACKLE BALANCE WINDOOR OR 11 OR 1 2 INTERIOR OR 20 S4000-XX-150 SCREEN HEAD,JAMB AND SILL WINDOOR ALUMINUM 6063-T6 19 2 11 8 1a q_ .R8 2 1 2 19 1Q ze10 21 510010-BL-220OR SCREEN SPLINE WINDOOR 22 SBV-XX-060OZ SCREEN CLOTH WINDOOR 23 54080-ML-FB11 SCREEN CORNER KEY WINDOOR ALUMINUM 6063-T6 24 122003" .187X.350 FINSEAL ULTRAFAB 31 3 32 31 32 3 25 W4000-BL-20218 .187X.300 WEATHERSTRIP FRANK LOWE PROLON OR 18 26 W4000-BL-SCE42 1.300X1.750X.375 CLOSED CELL PAD TEAM PLASTICS FOAM 27 122001 .187X.220 FINSEAL ULTRAFAB 28 122002 .187X.240 FINSEAL ULTRAFAB 8 23 3 20 1 23 20 29 131096 #6X3/4"SWEEP ATTACHMENT SCREW STAINLESS STEEL OR 3 20 1 21 O EXTERIOR 2 O 3 OR© 30 131014 #8X1-RAIL ATTACHMENT SCREW STAINLESS STEEL eHORIZONTAL POST CROSS SECTION 31 121104 SETTING BLOCK FRANK LOWE 85 DURO SHORE A 5 TWIN UNIT 32 C4000-91-351AX PURFECT GLAZE HOT MELT COMPOUN HENKEL AMERICAS SIGNED:02/19/2018 33 FS-07419 FRAME EOUAL LEG W/CHANNEL KEYMARK ALUMINUM 6063-T6 75OO AA1STERDAM DRIVE %jili0,,/fl . 34 FS-07418 FRAME FLANGE W/CHANNEL KEYMARK ALUMINUM 6063-T6 W1.t1DOOr ORLANDO,FL 32832 l04 `�.`JAS-•.... ,,9 35 PRODUCT RENEWED FH-06670 SHEAR BLOCK KEYMARK ALUMINUM 6063-T6 3NCORPORATF.A P"°°ca''°`e°° �:uCEN9F''•.S Pa 10!wBA WWW.W adOOdaGCOni as complying with the Florida 36 FS-07492 REINFORCEMENT KEYMARK ALUMINUM 6005-T6 Building Code 4000 ALUMINUM SINGLE HUNG WINDOW SGP = NDA-No. 19-0130.04 EQUAL LEG AND FLANGE - SMI 37 FS-07493 REINFORCEMENT KEYMARK ALUMINUM 6005-T6 Expiration Date 03117/2024 B.O.M. & CROSS SECTIONS //�yy��jj (1:` BY �� DRAWN, .DWG NO. REV i�T'••, STATE OF Miami-Dade Product Control N.G. 08-022 SCALE "1410NA1; N,,`� NTS JDAIE / / Nk REVISIONS FOR ILLUSTRATION PURPOSES ONLY REV DESCRIPTION DATE APPROVED FOR INSTALLATION DETAILS REFER TO SHEETS 7- 11 C REVISED PER NEW REQUIREMENTS 11/29/17 R.L: 16 16 OOR 1 31 OOR 1 31 ' 32 11 OR 12 32 11'OR1© 2728 2 28 16 OOR z 26 2 28 31 1 EXTERIOR 12 3 11 OR 3 11 OR 1© 3 11 OR 1© 16 33 OR 34 31 14 18 18 2 28 36 31 3 36. 31 3 3 11 OR @ 7 7 z ze INTERIOR 8 8 2 28 SEE &OR 24 DETAIL E 35 z4 2 OPTIONAL HEAD FRAME IOR INTERIOR SHEET 13 20 0 31 11 OR 12 31 11 OR 121 3 32 aEXTERIOR 23 23 16 22 2 28 2 28 33 OR 34 31 14 2 8 21 3 2 ORO 3 11 OR 1© 3 Ijil 20 2 INTERIOR 2 8 31 11 OR 12 2 1OPTIONAL HEAD FLANGE FRAME 159 CTION 25 FLANGE FRAME MEETING RAIL NOT SHOWN 22 23 21 3 2 OR O 1 2 OR 205 20 2 26 26 1 1 SIGNED:02/19/2018 eVERTICAL CROSS SECTION � VERTICAL CROSS SECTION ;�,7� OR ANDO,FL 328 D1uvII ���""R ILIO 6 SINGLE UNIT 6 TWIN UNIT WinDoor 10 or �gLAI.ID FL 32832 PRODUCT RENEWED INCORPORATED F.4MA81ZSW w .,=dood-.com �!:'�10EN@F•.-S �� as complying with the Florida Building Code 4000 ALUMINUM SINGLE HUNG WINDOW SGP = No.62514 ' NOA-No. 19-0130.04 EQUAL LEG AND FLANGE — SMI Expiration Dat 03127/2024 B.G.M. & CROSS SECTIONS By � DRAWN: DWC NO. REV i1O�'•, �7ATE OF •:•_�(/�� MIamF-DadeProduct control N.G. 08-02217 C �i��ss••� !o•, aC9 scuE NTS DATE 09/05/13 SHEET OF 13 ��''�ONA`0%�\ METAL 1" MIN. REVISIONS 1" MIN. STRUCTURE EDGE DISTANCE REV DESCRIPTION DATE PPPR—. EDGE DISTANCE BY OTHERS C REVISED PER NEW REQUIREMENTS 11/29/17 R.L. WOOD FRAMING 1 7/16" MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1/4" MAX. BACKER ROD 11/4" MAX. SHIM SPACE & SEALANT SHIM SPACE L— INTERIOR SEE NOTES 1/4" MAX. THIS SHEET #14 SMS OR 1"-MIN. BACKER ROD SHIM SPACE SELF DRILLING EDGE DISTANCE & SEALANT SEE NOTES SCREW THIS SHEET #14 SMS OR SELF DRILLING *L. #14 CUT-THREAD SCREWS WOOD SCREW METAL STRUCTURE BY OTHERS EXTERIOR EXTERIOR BACKER ROD & SEALANT e JAM81NSTALLATION DETAIL SEE NOTES 7 METAL STRUCTURE INSTALLATION THIS SHEET EXTERIOR INTERIOR 1 7/16" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE INTERIOR SILL RETAINER INTERIOR AND #14 SMS OR 1" MIN. SELF DRILLING EDGE DISTANCE SILL RETAINER AND SCREW #14 CUT-THREAD (TWIN UNIT ONLY) WOOD SCREW #14 CUT-THREAD (TWIN UNIT ONLY) SILL TO BE SET WOOD SCREW IN A BED OF SILL TO BE SET WOOD FRAMING APPROVED SEALANT IN ABED OF APPROVED SEALANT OR 2X BUCK BACKER ROD BY OTHERS. �2t, _ BACKER ROD & SEALANT 1/4" MAX. EXTERIOR & SEALANT SEE NOTES SHIM SPACE SEE NOTES THIS SHEET THIS SHEET BACKER ROD & SEALANT e JAMB INSTALLATION DETAIL 1/4" MAX. METAL SEE NOTES 7 WOOD FRAMING OR2X BUCK INSTALLATION SHIM SPACE STRUCTURE THIS SHEET BY OTHERS 1" MIN. WOOD FRAMING �� EDGE DISTANCE OR 2x BUCK t 7I16" MIN. SIGNED:02/19/2018 BY OTHERS EMBEDMENT e VERTICAL CROSS SECTION 7 METAL STRUCTURE INSTALLATION WinDoor OR _LANDO FSI.328AM 3RIVE ��`` JNSRILo4, 6, , IIVCORPORA'TF.D rso�am.�eveao V:'•��cENs�c'••.tP , 1" MIN. PRODUCT RENEWED =�-a>nsos www.wiodoodncwm EDGE DISTANCE as complying with the Florida = :• No.62514 Building Code 4000 ALUMINUM SINGLE HUNG WINDOW SGP NOTE: NOA-No. 19-0130.04 EQUAL LEG AND FLANGE - SMI —7j VERTICAL CROSS SECTION 1- INTEAIORANDExTEFIORFlNISHES,BYOTHERS, FLUSH INSTALLATION DETAILS WOOD FRAMING OR 2X BUCK INSTALLATION NOT SHOWN FOR CLARITY. Expiration Date 03127/2024 �� w � O 67ATE OF �(/4 2. PERIMETER AND JOINTSEALANTBYO.THERS TO BE B (/ DRAWN: DWG NO. REV T •••.F<ORIOP. ��� DESIGNED lNACCORDANCE WITH ASTM E2f12. Mlaml-Dade Product Control N.G. 08-02217 C ALtE�C`��\ 3. PERIMETER TO SE SEALED WITH APPROVED sc,>LE DATE sREET 11 SILICONE. NTS 09/05/13 7 OF 13 /1111111 2 1/2" MIN. REVISIONS EDGE DISTANCE REV DESCRIPTION DATE APPROVED < C REVISED PER NEW.REQUIREMENTS 1 11/29/17 R.L. a' CONCRETE/MASONRY ° n° 1 1/4" MIN. 1 1/4" MIN. BY OTHERS a EMBEDMENT EMBEDMENT OPTIONAL IX BUCK OPTIONAL 1X BUCK SEE NOTES 3-7 SEE NOTES 3-7 SHEET 1 SHEET 1 1/4" MAX. CONCRETE/MASONRY <°° SHIM SPACE BACKER ROD SHIM SPACE BY OTHERS & SEALANT SEE NOTES 1/4" ELCO CRETE-FLEX THIS SHEET SS4 1/4" ELCO CRETE-FLEX SS4 INTER1017- 2 OR2 1N. MIN. ° EXTERIOR INTERIOR EDGE ° DISTANCE ' EXTERIOR ° BACKER ROD & SEALANT SEE NOTES THIS SHEET JAMB INSTALLATION DETAIL 8 CONCRETEMASONRYINSTALLATION SILL RETAINER SILL TO BE SET AND 1/4" ELCO CRETE-FLEX SS4 IN A BED OF. (TWIN UNIT ONLY) APPROVED SEALANT NOTE. 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, NOT SHOWN FOR CLARITY.' BACKER ROD2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE & SEALANT . 1/4" MAX.. DESIGNED IN ACCORDANCE WITH ASTM E2112. SEE NOTES SHIM SPACE 3. PERIMETER TO BE SEALED WITH APPROVED THIS SHEET SILICONE. SIGNED:02119/2018 OPTIONAL 1X BUCK ��T�, �7� 7500 AMSTERDAM DRIVE �```i�R ILA I A�'�i SEE NOTES 3-7 a ° -r W inDoor ORLANDO,FL 32832 `�` �$:-....•4t ,�� SHEET 1 a ° PRODUCT RENEWED INCORPORATED P11,1 .1118/00 �J'u�ENSF qS n, 1 1/4" MIN. as complying with the FloridaNs/01.u1.M1503 a-ana.vindoorincmm CONCRETE MASONRY n� ° EMBEDMENT Building Code THERS ° ° Non-No. 19.0130.04 4000 ALUMINUM SINGLE HUNG WINDOW SGP - No.62514 BY O <nEQUAL LEG AND FLANGE - SMI _* Expiration Date 031272024 FLUSH INSTALLATION DETAILS --0- ��0 •. STATE OF EDGE/2" MIN. VERTICAL DISTA CE 8 CONGRETTFIM SOORYINS ALLAOON ey DRAWN: Dwc No.' 08-02217 RC '� . Mlaml-D Product Control i F�OR10P•' \?� scALE NTS DAre 09/05/13 ISHEET8 OF 13 METAL H- --{ REVISIONS 1" MIN. STRUCTURE EDGE DISTANCE Re oescRlPnoN DATE APPROVED 1" MIN. BY OTHERS EDGE DISTANCE C REVISED PER NEW REQUIREMENTS 11/29/17 R.L WOOD FRAMING OR 2X BUCK BY OTHERS 1 7/16" MIN. EMBEDMENT SEALANT 1/4" MAX BEHIND 1/4" MAX. FLANGE SHIM SPACE SHIM SPACE SEALANT 4" #14 SMS OR INTERIOR BEHIND SELF DRILLING 1" MIINCE :t FLANGE SHIM SCREW EDGE DIS SPACE #14 SMS OR #14 CUT-THREAD SELF DRILLING WOOD SCREW SCREWS F&� r nr METAL STRUCTURE,BY OTHERSEXTERIOR INTERIOR BEHIND FLANGE EXTERIOR ®JAMB INSTALLATION DETAIL 9 METAL STRUCTURE 1NSTALLAT70N INTERIOR 1 7/16".MIN. 1/4" MAX. EXTERIOR EMBEDMENT SHIM SPACE INTERIOR SILL RETAINER 1" MIN. EDGE DISTANCE AND #14 SMS OR SELF DRILLING SCREW (TWIN UNIT ONLY) . SILL TO BE SET #14 CUT-THREAD SILL RETAINER AND IN A BED OF WOOD SCREW #14 CUT-THREAD SILL TO BE SET APPROVED SEALANT WOOD SCREW IN A BED OF WOOD FRAMING (TWIN UNIT ONLY) APPROVED SEALANT SEALANT OR.2X BUCK BEHIND 1/4" MAX. BY OTHERS FLANGE SHIM.SPACE EXTERIOR SEALANT 1/4" MAX. METAL BEHIND FLANGE SEALANT SHIM SPACE STRUCTURE B JAMB INSTALLATION DETAIL BEHIND j BY OTHERS eWOODFRAMINGOR2XBUCKINSTALLATION FLANGE ` -ir-'- 1" MIN. ' EDGE DISTANCE SIGNED:02/19/2018 WOOD FRAMING 1 7/16" MIN. e VERTICAL CROSS-SECTION OR 2X BY OTHERS UCK EMBEDMENT 9 METAL STRUCTUREINSTALLATION ��ji�� 7500 AMSTERDAM DRIVE �� R•ILO VV inDoor ORLANDO,FL 32832 rj i PRODUCT RENEWED IIVC ORPORATFDe1 wm ew ndoorinemm .V:'JQEN3F'•.S i I" MIN. ' complying wlth the Florida EDGE DISTANCE z No.62514 NOTE: Bu Building Code 4000 ALUMINUM SINGLE HUNG WINDOW SGP 1. INTERIOR AND EXTERIOR FINISHES,BYOTHERS, NOA-No. 19-0130.04 EQUAL LEG AND FLANGE - SMI _* 7•��y """,/nr.��+� A VERTICAL CROSS SECTION NOT SHOWN FOR CLARITY. Expiration Date 03127/2024 FLANGE INSTALLATION DETAILS eWOOD FRAMING OR 2X BUCK INSTALLATION 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112. By JDRAWN: DWG N0. ' REV T,�'••,R<OR1OP.•'•G\?� 3 PERIMEERTOBESEALEDWITHAPPROVED Miami-DaeProductCantrol N.G.SCALE NTS DATE 09/05/13 Og SOEEr970F 13 C /'''SS/ 2 1/2" MIN. REVISIONS CONCRETE/MASONRY EDGE DISTANCE REV DESCRIPTION DATE aPPRovED BY OTHERS r, ° C REVISED PER NEW REQUIREMENTS 11/29/17 R.L. a. a 1 1/4" MIN. OPTIONAL 1X BUCK ° ° °a ' EMBEDMENT SEE NOTES 3-7 —r 1 1/4" MIN. SHEET 1 I EMBEDMENT OPTIONAL IX BUCK SEE NOTES 3-7 SEALANT 1/4" MAX. SHEET 1 °O.a 1/4" MAX. BEHIND SHIM SPACE CONCRETE/MASONRY SHIM SPACE FLANGE BY OTHERS 1/4" ELCO CRETE—FLEX SS4 1/4" ELCO CRETE—FLEX. SS4INTERIOR EXTERIOR v"a 2 1/2" MIN. EDGE v °' INTERIOR DISTANCE ° ° ° EXTERIOR SEALANT BEHIND FLANGE eJAMB INSTALLATION DETAIL SILL RETAINER ' 1O CONCRETE/MASONRYINSTALLATION AND 1/4" ELCO CRETE—FLEX SS4 SILL TO BE SET ( IN A BED OF NOTE: TWIN UNIT ONLY) APPROVED SEALANT 0. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,' NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BYOTHERS TO BE SEALANT. DESIGNED IN ACCORDANCE WITH ASTM E2112. BEHIND 1/4" MAX. ;3. PERIMETER TO BE SEALED WITHAPPROVED FLANGE SHIM SPACE SILICONE. I OPTIONAL 1X BUCK ES 3-7 SIGNED:02/19/20.18 SEE NOTSHEET 1 I 7500 AMSTERDAM DRIVE \\111111111rr n a 1 1/4" MIN. ! WinD00 ORIANDO,FL 32832 �.`\g R•LOM 0�:........• q '. 4i EMBEDMENT INCORPORATED �e-07.TA8181CO PRODUCT RENEWED H,,:hzsmnsos aQ.W.windoorianmm � F•••s � CONCRETE/MASONRY a as complying with the Florida BY OTHERS ° a B.Ildl.,Code 4000 ALUMINUM SINGLE HUNG WINDOW SGP = No.82514 a a NOA-No. 19-0130.04 EQUAL LEG AND FLANGE — SMI 2 1/2" MIN. I IrationDate 0 312712 0 2 4 FLANGE INSTALLATION DETAILS EDGE DISTANCE By DRAWN: DWC N0. REV ip'•._ natE� : i �VERTICALCROSSSECTION Mlaml-DaeProductCorol N.G. 08-02217 C nt 'i��s`OORIOP.• G, iO.CONCRETEMMASONRYINSTALLATION SCALE DATE SHEET' NTS 09/05/13 10 OF 13 r1r 1111111 REVISIONS 2 1/2" MIN. REV DESCRIPTION DATE APPROVED EDGE DISTANCE 1" MIN. C REVISED PER NEW REQUIREMENTS 11/29/17 R.L. CONCRETE/ EDGE DISTANCE MASONRY BY OTHERS ° ° a° ° ° ° W000 FRAMING ° 1 1/4" MIN. OR 2X BUCK ° ° e° • EMBEDMENT BY OTHERS 1" MIN. 1 7/16" MIN. METAL EDGE �{ OPTIONAL STRUCTURE DISTANCE I 1X BUCK -� EMBEQMENT BY OTHERS I SEE NOTES 3-7 { MAX. SHEET 1 SHIM BACKER RODAINTERIOR /4,� SPACE & SEALANTAX. BACKER ROD 1/4" MAX. SEE NOTESHIM & SEALANT SHIM SPACE THIS SHEETPACE BACKER ROD SEE NOTES & SEALANT THIS SHEET EXTERIOR 1/4" ELCO CRETE-FLEX EXTERIOR #14 WOOD SEE NOTES INTERIOR SS4 SCREW THIS SHEET #14 SMS OR VERTICAL CROSS SECTION VERTICAL CROSS SECTION EXTERIOR INTERIOR SELF DRILLING SCREW CONCRETE/MASONRY INSTALLATION WOOD FRAMING OR 2X BUCK INSTALLA77ON VERTICAL CROSS SECTION J 2 1/2" MIN. 1" MIN. METAL STRUCTURE INSTALLATION EDGE DISTANCE FTEDGE DISTANCE WOOD FRAMING 1" MIN. CONCRETE/ •° ° OR 2X BUCK EDGE METAL MASONRY °° ° ° 1 1/4" MIN. BY OTHERS 1 7/1'6" MIN. STRUCTURE 1/4° BY OTHERS •Oa• • ° • DISTANCE EMBEDMENT. EMBEDMENT BY OTHERS MAX. 1 SHIM SPACE OPTIONAL { 1k BUCK 1/4" SEE NOTES 3-7 SEALANT MAX. SHEET 1 BEHIND SHIM SEALANT 1/4".MAX. FLANGE SPACE BEHIND SHIM SPACE FLANGE SEALANT #1.4 WOOD #14 SMS OR BEHIND FLANGE 1/4" ELCO CRETE-FLEX SCREW SELF DRILLING SS4 SCREW VERTICAL CROSS SECTION . VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION METAL STRUCTURE INSTALLATION SIGNED:02(19/2078 7500 AMSTERDAM DRIVE W 111110 ORLANDO.FL 32632J�S:.......!L/,9 PRODUCT RENEWED INCORPORATED ,d°"�07•.4°U�00 mamcvindoocuccom V:''�iOENSF'•..S �i as complying with the Florida '• No.82514 ^_ NOTE: Building Code 400.0 ALUMINUM SINGLE HUNG-WINDOW SGP 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, NOA-No. 19-0130.04 EQUAL LEG AND FLANGE - SMI NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT'SEALANrBYOTHERS TO BE Expirallon Dat 0327/2024 INSTALLATION-DETAILS STATE OF ; �(/ DESIGNED IN ACCORDANCE WITH ASTM E2112.' By ORAWN: Owc NO. REV %T.%.'••;p�OR10I.�' \?� 3. PERIMETER TO BE SEALED WITH APPROVED Miami Product Control N.G. 08-02217 C "'/10 '• SILICONE. SCALE NTS DATE 09/05/13 s"E�1 1'OF 13 � ,()NAL j,,, i REVISIONS •REV DESCRIPTION DAZE -PROVED C REVISED PER NEW REQUIREMENTS 11/29/17 R.L. ' 3 13/16" 3 13/76" 2 78" 2 3/8" / 1 15/16" --{ 3 9/16" -:{ 3 9/16r14 " � f � " 3 7/8" 3 1/2 I p 4 3/8" 3 1/2" 3 5 16" "- 1 3/4 2 1/4.. 1 ET n FRAME (1 FRAME SILL n FRAME JAMB n FRAME FLANGE . O FRAME SILL FLANGE O FRAME JAMB FLANGE Oj FIXED MEETfNG RAIL LUMINUM6063•T6.063"THICK LUMINUM6063-T6-072"THICK LUMINUM6063-T6.063"THICK �(LUMINUM6063-T6.063"THICK ALUMINUM 6063-T6.072'THICK AL'UMINUM6063-T6.063"THICK ALUMINUM 6063-T6.077"THICK 16" 2 5/16" 5 3/4" 1 9/16" . 4 5/16" 5/8" 13/16" 7—r 3 1/2" 5/16" 2 3/8" yp 1 11/16" 1 1/ts' T 4 _T n MEETING RAIL LIFT RAIL 6-o) SASH JAMB 11 12 GLAZING STOP VERTICAL IMPOST O HEAD RECESS COVER `- LUMINUM6063-T6.063'THICK' LUMINUM6063-T6.063'THICK UMINUM6005-75.070"THICK LOUMINUM6063-T6.040"THICK 13ALUMINUM6005-T61.062"THICK 14 ALUMINUM 6063-T6.063'THICK --{ 15/16" 1 1/2" 3 9/76" � --{ 3 9Jt� 1 3/8" —{ {-- I I � . { 3/8.. �1 1/4" � 13%16" 1 3/4"' 2 1/4 r --T —r 1 5 SILL SNAP LOCK 16 HEAD FILLER FRAME W/CHANNEL 34 FRAME.W/CHANNEL 77 SILL RETAINER ALUMINUM 6063-T6.090"THICK ALUMINUM 6063-T6.063'THICK 33 ALUMINUM 6063-76.063"THICK ALUMINUM 6063-T6.063'THICK ALUMINUM 6063-T6.063'THICK SIGNED:02/19/2018 WinDoor ORLzFrFL32832 Lva `,'NJ RILOM//.�, INCORPORATED en"�wR.bt.naoo V:''1.10EN3F';••l9 �� PRODUCT RENEWED p=ma"inws m°^°•"°d°octnccom as complying with the Florida 4000 ALUMINUM SINGLE HUNG WINDOW SGP No.62514 Building Code Non-No. 19-0130.04 EQUAL*LEG AND FLANGE - SMI Expiration Date 0312712024 COMPONENTS �� ORAWN: DWC N0. REV ��O.0•• 67ATE OF ::40 4' By N.G. 08-02217 C '.,FS+' <oR1oP.•'G;� Miami-Dade Product Control SCALE NTS DATE 09/05/13 SKEET 1 2 OF 13 "74 0NAX-,, �� REVISIONS REV DESCRIPTIONDATE APPROVED C REVISED PER NEW REQUIREMENTS 11/29/17 R.L. �•---�-1 1/4" 10 35 7 1 15/16" 1 15/16" . H1 5/16" INTERIOR :. �L t (2) #6 X 1/2" PH.SELF DRILLING SCREW SHE BLOCK 36 REINFORCEMENT 37 REINFORCEMENT 35 ALUMINUM 6063-T6.090*THICK UMINUM6005-T61.090"THICKALUMINUM6005-T61-090"THICK 13 1/2.. EXTERIOR 3/4" I --11 35 #8 X 3/4" SMS OR 5/8" SELF DRILLING •(2) #8 X 2" PH SMS 7 SCREW DETAIL E SHEAR BLOCK INSTALLA TION #8 X 3/4•' SMS OR r SELF DRILLING SCREW SASH COhNER DETAIL SIGNED:02/19/2018 •i 7500 AMSTERDAM DRIVE FRAME CORNER DETAIL ORLANDO,FL 32832 `��Jig R.,LOA r_ WinDoor �`4 INCORPORATED reo�wzanawo V;•VOEN3g'••,S i PRODUCT RENEWED Mac.Wlmffi mwmwindoodncava as complying with the Florida 0 8 14 NOA-No. SMI Building Cada 4000 ALUMINUM SINGLE HUNG WINDOW SGP — a; �9-0130.04 EQUAL LEG AND FLANGE'— Expiration Date 0312712024 COMPONENTS ='o %)30'. STATE OF :: By DRAWN; DWG NO. REV i T •_ . Miami-Dade Product Control N.G. 08-02217 C ��ij4••.`..... .•G'\�� SCALE NTS DOE 09./05/13 5XE�13 OF 13 '/;rSlONALIEN���