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HomeMy WebLinkAboutAPPROVED, WinDoor NOA For Mike HalterMIAMNQADE MIAMI DADE COUNTY, FLORIDA PRODUCT CONTROL 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.eov/economy Windoor Inc., 107 Triple Diamond, Venice, Fl. 34275 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 "TD9050" Outswing Aluminum Terrace Door — L.M.I. APPROVAL DOCUMENT: Drawing No. 9050-OS-NOA-1 Rev A, titled "Alum. Outswing Terrace Door, (LMI)", sheets 1 through 9 of 9, dated 01/05/19 and last revised on 07/21/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami —Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Revision date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See Design Pressure (DP) Vs Glass type, size and Elevation anchor lay out for Single door in sheet I and double door in sheet 5. 2. See Jamb anchor for Single and Double Door in sheet 5. See double door Cluster anchors at head and sill and cluster layout at astragal/meeting stiles in sheet 4. Intermediate anchors are per Elevation Layout. 3. See illustrative door selection and installation Examples in sheet 5. 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 revises NOA No. 19-0205.02 consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No. 20-0806.03 / Expiration Date: May 30, 2024 Ski ���n�. Approval Date: November 25, 2020 Page 1 Windoor Inc.. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 9050-OS-NOA-1, titled "Alum. Outswing Terrace Door, (LMI)", sheets 1 through 9 of 9, dated 05/01/19, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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) 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, and TAS 202-94 along with marked —up drawings and installation diagram of an aluminum outswing Terrace Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-17789, dated 12/10/18, signed and sealed by Idahnis Ortega, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6t" Edition (2017), prepared by manufacturer, dated 01/14/19 and last revised on 05/01/19, signed and sealed by A. Lynn Miller, P. E. 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers" expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. (Former E.I. DuPont DE Nemours & Co., Inc. for the "Sentry Glass ® (Clear and White) Glass Interlayers", expiring on 07/04/23. 3. Architectural Testing Test report # 60520 dated 12/18/2005, issued to Ensinger Inc., for Techatherm 66GF (insulbar) tested per ASTM G-155-00, ASTM D 638-03, ASTM D 635- 98, ASTM D 1929-96 and ASTM D 2843-99, signed and sealed by Joseph A. Reed, P.E. F. STATEMENTS 1. Statement letter of conformance with FBC 61 Edition (2017) and "No financial interest", issued by manufacturer, dated 01/15/19, signed and sealed by A. Lynn Miller, P. E. 2. Lab compliance as part of the above referenced Test Report. G. OTHERS 1. Test proposal # 17-026-R dated May 18, 2017 approved by RER. i S�� � • L��n�, Ishaq I. Chanda, P. E. Product Control Unit Supervisor NOA No. 20-0806.03 Expiration Date: May 30, 2024 Approval Date: November 25, 2020 E-1 Windoor Inc.. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 9050-OS-NOA-1 Rev A, titled "Alum. Outswing Terrace Door, (LMI)", sheets 1 through 9 of 9, dated 01/05/19 and last revised on 07/21/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per ASTM F588 and TAS 202-94 along with marked -up drawings and installation diagram of all Windoor Inc., CGI Windows and Doors, Inc. and PGT Industries, Inc., representative units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones, per Proposal #19-1155TP, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: WinDoor. Inc. test specimens: FTL-20-2078.1, WinDoor PW3000 Aluminum Fixed Lite (unit 11 in proposal) FTL-20-2078.2, WinDoor HR9470 Thermally Broken Alum. Horiz. Roller (unit 12) FTL-20-2078.3, WinDoor SGD8100 Alum. Sliding Glass Door (unit 13 in proposal) FTL-20-2078.4, WinDoor HR9470 Thermally Broken Alum. Horiz. Roller (unit 14) FTL-20-2078.5, WinDoor PW9020 Alum. Fixed Lite (unit 15 in proposal) and FTL-20-2078.6, WinDoor PW9020 Alum. Fixed Lite (unit 16 in proposal), all dated 09/24/20 and signed and sealed by Idalmis Ortega, P.E. CGI Windows and Doors Inc. test specimens: FTL-20-2108.1, CGI SH360 Aluminum Single Hung Window (unit 1 in proposal) FTL-20-2108.2, CGI CA238 Alum. Outswing Casement Window (unit 2 in proposal) FTL-20-2108.3, CGI SGD560 Aluminum Sliding Glass Door (unit 3 in proposal) FTL-20-2108.4, CGI PW410 Aluminum Fixed Window (unit 4 in proposal) and FTL-20-2108.5, CGI SH360 Aluminum Single Hung Window (unit 5 in proposal)all dated 08/24/20 and signed and sealed by Idalmis Ortega, P.E. PGT Industries. Inc. test specimens: FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09/03/14 FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal) FTL-20- 2107.2, PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal) FTL-20-2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) all dated 07/13/20 and signed and sealed by Idalmis Ortega, P.E. 1 S"7 1 • L4nn-�' Ishaq I. Chanda, P. E. Product Control Unit Supervisor NOA No. 20-0806.03 Expiration Date: May 30, 2024 Approval Date: November 25, 2020 E-2 Windoor Inc.. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE Continue: C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 7' Edition (2020), dated 07/21/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04, -09, -12 and -16. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. 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. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers", expiring on 07/04/23. 3. Architectural Testing Test report # 60520 dated 12/18/2005, issued to Ensinger Inc., for Techatherm 66GF (insulbar) tested per ASTM G-155-00, ASTM D 638-03, ASTM D 635- 98, ASTM D 1929-96 and ASTM D 2843-99, signed and sealed by Joseph A. Reed, P.E. F. STATEMENTS 1. Statement letters of conformance to FBC 2020(7th Edition), dated 07/21/20, prepared, signed & sealed by Lynn Miller, P. E. 2. Statement of Lab compliance as part of the test report. G. OTHER 1. This NOA revises NOA No. 19-0205.02 and updates to FBC 2020 (7'h Edition) expiring 05/30/24. 2. RER Test proposals #19-1155 dated 01/10/20 approved by Ishaq I. Chanda, P.E. 1 St,-7 I • L41n.L. Ishaq I. Chanda, P. E. Product Control Unit Supervisor NOA No. 20-0806.03 Expiration Date: May 30, 2024 Approval Date: November 25, 2020 E-3 SERIES 9050 IMPACT -RESISTANT ALUMINUM OUTSWING TERRACE DOOR 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS (CMU'S) OF NORMAL WEIGHT AND OF COMPRESSIVE STRENGTH OF MIN. 1.9 KSI AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1.1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-112° THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 6) IF SILL IS TIGHT TO SUBSTRATE, GROUT IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT AT 3.4 KSI MIN. PER ASTM C1107, (DONE BY OTHERS). MAX. 1/4° SHIM SPACE FOR GROUT WHICH MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, #30 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION, COMPLYING WITH THE FSC. 6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE THE EMBEDMENT SHOWN ON TABLE 1, THIS SHEET. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. EXTERIOR INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 7) MAX. 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE DOOR. 8) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL AND CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL AND CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN. ASD. 9) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (INCLUDING ADOPTED STANDARDS) FOR CORROSION RESISTANCE. 10) SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE 11) REFERENCES: TEST REPORTS: FTL-17-7383 (OUTSWING) NOA'S: ELCO ULTRACON, DEWALT ULTRACON+ & CRETEFLEX ANCHOR NONS TART F 2- Glass Type Description (Listed from Exterior to Interior) 2 1-1/4" LIG: 3/16" TIP CAP, AIRSPACE, 3/16" HS, .OW PVB, 3/16" HS 3 7/16" LAMI: 3/16" HS, .090" SG, 3/16" HIS 4 1-1/4" LIG: 3/16" TP CAP, AIRSPACE, 3/16" HS, .OW' SG, 3116" HS 'HS' = HEAT STRENGTHENED "TP" = TEMPERED "PVB" = .090" TROSIFOL0 PV8 INTERLAYER BY KURARAY AMERICA, INC. 'SG" =.090" SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC. SEE SHEET 8 FOR SPACER INFORMATION. TABLE 1: DESIGN PRESSURE RATING SEE TABLE 3, SHEET 2 (SINGLE DOOR) SEE TABLE 4, SHEET 3 (DOUBLE DOOR) Anchor Group AnchorType Frame Member Substrate Min. Edge Dance Min. Embedment or Metal Thickness A #14 Steel SMS (Gr. 5) Head, Sill & Jamb Southern Pine (SG = 0.55) 51 1-318 T5 Aluminum 318" 0.090° A36 Steel 3/8" 0.063" Steel Stud, Gr. 33 3/8' 0.045" (18 Ga) B #14 1" Stainless Steel SMS Head, Sib & Jamb Southern Pine (SG = 0.55) Will 1-318' 6663-T5 Aluminum 318" 0.090" A36 Steel '6" 0.063" Steel Stud, Gr. 33 316" 0.045" 08 Ga) 1/4" Elco UNtraCon® Jamb & Head Concrete (min. 2.85 ksi) 1-1/2' 1-314" Sill Concrete (min. 2.85 ksi) 1-112" 1-3/8' Jamb Hollow/F61ed CMU ASTM C90 2-1/2" 1.114" C 114" DeWall Uhracon+0 Head Concrete (min. 3 ksi) 1.3/4" 73/4' Sill Concrete (min. 3 ksi) 1-11/16"M-3/4" Jamb Concrete (min. 3 ksi) 1-112" Jamb Hollow/Filled CMU (ASTM C90) 1-1/2"114' Elco UltraCorAD Jamb & Heal Concrete (min. 2.85 ksi) 2-1/2"S)b Concrete (min. 2.85 ksi) 2-1/2'1!4' DeWalt Ultracon+® Jamb & Head Concrete (min. 3 ksi) 2-1/2"D Sill Concrete (min. 3 ksi) 2-1/2"114"410 SS Elco CreteFlex@ Jamb & Head Concrete (min. 3.35 ksi) 2-110 Jamb Hol1ow1F)bed CMU (ASTM C90) 2-1/2° 1-1/4' Sill Concrete (min. 3.35 ksi) 2-1/2' 1-3/4' 1) ALL ANCHOR HEAD TYPES ARE APPLICABLE. 2) MIN. OF 3 THREADS BEYOND METAL SUBSTRATE. 3) METAL SUBSTRATE TO MEET MIN. STRENGTH, IMPOSED DEAD LOADS AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. INSTRUCTIONS: Anchor & Substrate Material Properties Material Min. F. Steel Screw 120 ksi 18-8 Screw ksi 95 ksi Elco UlhaCat9) 0127.4ksi 177 ksl DeWak UR1raCon+® 164 ksi 410 SS Elva GeteFle>� 189.7 ksi 6063-TS minum 22 kai A36 Steel 35 ksi 58 kai Gr. 33 Steel Stud 1 33 ksi 46 ksi 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LSS/FT') FOR THE OPENING USING THE ASCE-7 STANDARD. 2) TABLE 3, SHEET 2 REFERS TO SINGLE (X) DOORS. TABLE 4, SHEET 3 REFERS TO TO DOUBLE (XX) DOORS. DETERMINE THE DESIGN PRESSURE OF YOUR PRODUCT USING THE APPROPRIATE TABLE. THIS DESIGN PRESSURE NEEDS TO BE GREATER THAN OR EQUAL TO THE OPENINGS REQUIRED DESIGN PRESSURE FROM STEP 1. 3) DETERMINE YOUR ANCHOR GROUP FROM TABLE 1, THIS SHEET AND YOUR GLASS TYPE, (1-4) FROM SHEET 2 OR 3. 4) ANCHOR LOCATIONS AND SPACING ARE SHOWN ON THE ELEVATIONS ON SHEETS 2, (X) & 3, (XX). 5) DEPENDING ON THE PRODUCT CONFIGURATION, SHEETS 6 & 7 SHOW INSTALLATION CROSS-SECTION DETAILS. 6) SEE THE EXAMPLES ON SHEET 5. GUIDE TO SHEETS: STANDARDS USED: GENERAL NOTES ...........................t ELEVATION, DP & GLAZING, X"....2 02020 FLORIDA BUILDING CODE (FBC), TTH EDITION ELEVATION, OP & GLAZING, XX...3 02017 FLORIDA BUILDING CODE (FBC), 6TH EDITION CLUSTER QTY & DETAILS.............4 OASTM E1300-09 JAMB ANCHORS/EXAMPLES........ 5 OANSUAF&PA NDS-2018 FOR WOOD CONSTRUCTION ALUMINUM HORIZ. INSTALLATION ...................6 *DESIGN MANUAL. ADM-2015 VERT. INSTALLATION ....................7 oA1St-S100.16 EXTRUSIONS..................................8 oA1SC 360-16 PARTSMARDWARE LIST...............9 UPDATES FOR 2020 FBC. UPDATED MANUFACTURING `o ADDRESS. ADDED DEWALT ULTRACON+. EK 7120/20 K < 0 o 3 y •aa oloo � O cc N UJ UJ <OA >-� Z j1 Q JO u rO gi W srna o z � U LU ED 0Ol U LL O ® D F Z < la.4s 96 5 G �W O O tt1i 17111f 11 re 1't No 58705 .'4ornul".,• / �pNAL'E,,, A LVI�410.h�1� P.E. P.E.# 58706 TABLE 3: Design Pressure, psf for Single Doors (X) Glass Type: 1 & 2 (PVB Interlayer) Frame Overall ()q Frame Width Height 28" 32" 36" 40" 42" 46" 72" +80/-90 +80 I -90 +80/-90 +8p / -90 +80 / -80 +80 / -80 80" +80/-90 +80/-90 +80 I -90 +80 I -90 +80 / .80 +80 / 84" +80 / -90 +80/-90 +80/-90 +80 / -90 +80 I -80 +80 / -80 98" +801-90 +80/-90 +80/-90 +80 / -87.5 +80 / -80 +80 / -80 108" +80/-90 +80/-90 +80 / -82.6 +801-80 +80 / -80 +80 / -80 120" +80 / -90 +80 / -89.3 +80 / -80 +80 / -80 +801 -80 +80 / -80 Glass Type: 3 & 4 (SG Interlayer) Frame Overall ()Q Frame Width Height 28" 32" 36" 40" 42" 46" 72" +100 / -120 +100 / -120 +100 / -120 +92 / -115 +87.6 / -109.5 +80 / -100 80" +100 / -120 +100 / -120 +100 / -120 +92 / -115 +87.6 / -109.5 +80 / -100 84" +1001 -120 +1001-120 +100 / -120 +92 I -115 +87.6 / -109.5 +80 / -100 96" +100/-120 +100/-120 +1001-120 +92/-115 +87.6/-109.5 +80/-100 108" +100 / -120 +1001-120 +100 I -120 +92 / -115 +87.6 / -109.5 +80 / -100 120" +100 / -120 +100 / -120 +100 / -120 +92 / -115 +87.6 / -109.5 +801 -100 128" +100 / -120 +1001 -120 i +100 / -120 +92 / -115 +87.6 I -109.5 +80 / -100 hUK WZtb NU I A"HUWN, NUUNU UPI U I MF NFA I AVAILABLL W IU I HUM HLK.N I UIMt NbIUN JHUVVN UN I Ht I ABLt. USED IN -EXAMPLE 1, SHEET 5 71i6' NON. GLASS STACK 1A/4' NOM. GLASS STACK 3116- HS GLASS 3/16' HS GLASS 51W AIRSPACE .090' PVS OR SG 3/16" HS GLASS .080' PVB OR SG 3116' TP GLASS INTERLAYER INTERLAYER 3/16' HS GLASS 52 52 40-42 7/8" NOM. 27 29 7/e° NON. GLASS BITE GLASS SITE EXTERIOR a EXTERIOR a GLASS TYPE 1 (WITH PVB) GLASS TYPE 2 (WITH PVB) GLASS TYPE 3 (WITH SG) GLASS TYPE 4 (WITH SG) "HS'= HEAT STRENGTHENED 'TP" = TEMPERED 'PVB' ..OW TROSIFOO PV8 INTERLAYER BY KURARAY AMERICA, INC. "SG' _ .090' SENTRYGLAS' INTERLAYER BY KURARAY AMERICA, INC. PANELWIDTH, SEE NOTE 2 it 1r MAX. rn O.C. 8" MAX. 18" MAX. O.C. FOR SEE SHEET 9 GLASS TYPE 1 & 2 �� FOR HINGE O.C. NO CHANGES THIS SHEET. MAX. DLO HEIGHT EK 7/2020 FOR GLASS TYPES i & 2: ,\ 108-114' MAX. DLO WIDTH, ¢° ALL GLASS TYPES FOR GLASS 31-518" TYPES 3 & 4: 116-114" -� W PANEL 19.34' MAX. O.C. FOR / O 3:.ay HEIGHT, GLASS TYPES 3 & 4 GLASS TYPES 7 8 2: � n 920' MAX. DOOR p `an SEE NOTE 3 r FRAME HEIGHT aloe Q 118.112" MAX. f >_ O PANEL HEIGHT o Z rn W n GLASS TYPES 3 & 4: d �' � / 12W MAX. DOOR ZO AS L / FRAME HEIGHT ppp� O§? LL � F Ix Ix *ova INSTALL (2) i / 126.12' MAX. LZ d o ANCHORS PER / PANEL HEIGHT �ii 0aN LOCATION, SEE TABLE 7, SHEET 5 a i K O> G� 0 W U. O () d N 1 r JG S` y0� 2 6"MAX. �— —� MAX. a5p ~ 3. Z iaa45 O.C. A 6� O 46' MAX. a g tL DOOR FRAME WIDTH w DETAIL LETTER u O Q w g w 0 SHEETS # M z w TYP.ELEVATION OF ^-,SINGLE DOOR, (X) m a1311 =x saua5 NOTES 1) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 2) PANEL WIDTH = DOOR FRAME WIDTH -4.09 3) PANEL HEIGHT = FRAME HEIGHT - 1,42 lI11, ,,,,,lid. Rk 0-.., Y0 "a 58709 A. LYNN MILLER, P.E. P.E.4 58705 TABLE 4: Design Pressure, psf for Double Doors (XX) Glass Type: 1 & 2 (PVB Interlayer) Frame O%rall ()OQ Frame Width Height 54" 60" W. 72" 76-1/2" 72" +80 / -90 +80 / -90 +80 / -90 +80 / -90 +80 / -90 80" +80 / -90 +80 / -90 +80 / -90 +80 / -90 +80 / -90 84' +80 / -90 +80 / -90 +80 / -90 +80 / -90 +80 / -90 96" +80 / -90 +80 / -90 +80 / -90 +80 / -90 +80 / -87.5 108" +80 / -90 +80 / -90 1 +80 / -90 +80 / -82.6 +77.8 / -77.6 120" +80 / -90 +80 / -89.3 1 +80 / -81.1 +74,41-74.4 +70 / -70 Glass Type: 3 & 4 (SG interlayer) Frame O%er"ail Q09 Frame Width Height 54" 60" N. 72" 76-1/2" 84-1/2" 72" +80 / -90 +801-90 +80 / -90 +80 / -90 +80 / -90 +80 / -90 80" +80 / -90 +80 / -90 +80 / -90 +80 / -90 +80 / -90 +80 / -90 84" +80 / -90 +80 / -90 +80 / -90 +80 / -90 +80 / -90 +80 / -90 96" +80 / -90 +80 / -90 +80 / -90 +80 / -90 +80 / -90 +73.31 -86.7 108" +80 / -90 +80 / -90 +80 / -90 +76.5 / -90 1 +721-85.1 +65.2 / -77 120" +80 / -90 +80 / -90 +75.1 / -88.8 +68.9 / -81.4 +64.81-76.6 +58.7 / -69.3 128" +80 / -90 1 +77.5 / -90 +70.4 / -83.2 1 +64.5 / -76.3 +60.8 / -71.8 +55 / -65 NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. USED IN EXAMPLE_/ 2, SHEET 7/16" NOM. GLASS STACK 1-114" NOM. GLASS STACK 3116' HS GLASS 3116° HS GLASS SW AIRSPACE .090' PVB OR SG 3I16" HS GLASS .090' PVB OR SG 3116' TP GLASS ' INTERLAYER INTERLAYER 3/16" HS GLASS 52 52 4GLASS 40-42 7/8' NOM. 27 7/8" NOM. GLASS BITE BITE ••��795�1y/iL\� - �• GLASS TYPE 1 (WITH PVB) GLASS TYPE 2 (WITH PVB) GLASS TYPE 3 (WITH SG) GLASS TYPE 4 (WITH SG) "HS' = HEAT STRENGTHENED 'rP" - TEMPERED 'PVB" = .090" TROSIFOL® PVB INTERLAYER BY KURARAY AMERICA, INC. 'SG' = .090" SENTRYGLAS' INTERLAYER BY KURARAY AMERICA, INC. PANEL WIDTH SEE SHEET 4, TABLE 5 & 6, FOR JAMBS & HEAD, T=,Hr,, CLUSTER 12-1J4' MAX. O.C. FOR SEE NOTE 2 INSTALL (2) ANCHORS GLASS TYPE 1 & 2 PER LOCATION 14.314"MAX. O.C. FORGLASS TYPE 3& 4 18" MAX. O.C. FOR GLASS TYPE 1 & 2 MAX. DLO HEIGHT FOR GLASS TYPES 1 & 2: 108-t/4' i FOR GLASS TYPES 3 & 4: 11rr1/4° PANEL 6" MAX. x SEE SHEET 9 �\ FOR HINGE O.C. MAX. DLO WIDTH, .LASS TYPES 1 & 2 26-IMS' MAX- DLO WIDTH, .LASS TYPES 3 & 4 19.34 MAX. O.C. FOR 30.1//B" �' GLASS TYPES 1 & 2: HEIGHT, GLASS TYPES 3 & 4 SEE NOTE 3 120" MAX. DOOR FRAME HEIGHT 118-1/2" MAX. ` PANEL HEIGHT GLASS TYPES 3 & 4: 128" MAX. DOOR FOR JAMBS FRAME HEIGHT INSTALLt) 126.1/2" MAX. / ANCHORS ER ` �� PANEL HEIGHT LOCATION, SEE TABLE 8, SHEET 5IL= I ------ 'J 6" MAX. SEE SHEET 4, TABLE 5 & 6, FOR SILL CLUSTER ANCHOR QUANTITY 76-112" MAX. DOOR FRAME WIDTH FOR GLASS TYPES 1 & 2: 84-1/2" MAX. DOOR FRAME WIDTH FOR GLASS TYPES 3 & 4 TYP. ELEVATION OF DETAIL LETTER DOUBLE DOOR, (XX) SHEETS # NOTES 1) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 2) PANEL WIDTH - (DOOR FRAME WIDTH)12 - 1.17 3) PANEL HEIGHT - FRAME HEIGHT -1.42 NO CHANGES THIS SHEET. EK 7/20/20 a 4 � 0 Y Q "aa u 0 x 0 zz c <� co z Z ch O �iyY;i1 ewu d Lno =N 0ma �uZa LLLL>1I-a w adz¢ LU 0) ©fry D li 1-- O U. � F z laays 0 pig a 1� 0 U ¢ $ W �U 7 O Q > w O coQn� x 5 I w O r � TABLE 5- Min. Quanft of Cluster Anchors @ Head & S10, XX ��oo�oo' Oooloo■oj r���■000■� ■�O00000 c��00000 o�oi�aoo i��ooi000 ,. m�0�000 E?L� Obi•©Ei■© ■��0000ti• � ��Ei•Ei•�i•© NOTES 1) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 2) HEAD AND SILL ANCHOR QUANTITIES ARE FOR DOUBLE DOOR (XX) ANCHOR CLUSTERS ONLY. G' T . . via �>•���>•oo r��oo�0000 i��000000 �0400000 l OEM _®mm_OdM©u ©�00�000 �Ot»©rii•Ei•� �000p©� �OoOn0A0 t��i•�i•ii•�Ei• m�000000 OEM ���O�o0Ai0■ USED IN EXAMPLE—/ 2. SHEET 5 3.3/8' O.C. 4 ANCHOR CLUSTER 3-3/4" 1 3" �— 3-318' D.C.o 8 ANCHOR CLUSTER f +-- 3-3/4' 3-3/8'O.C. 6 ANCHOR CLUSTER jj, DOOR WING v OIR CTION ANCHOR CLUSTER PATTERN @ HEAD 4' 3 ANCHOR CLUSTER �— 4' EEO 5 ANCHOR CLUSTER 4" 3" ��— I 4 ANCHOR CLUSTER j7 DOOR SWING v DI EC 10 ANCHOR CLUSTER PATTERN @ SILL NO CHANGES THIS SHEET. EK 7120/20 s � Y Q ° - o W > s a,� 0° G 6 � >0 to ' Z O -tog z m zpp acip d WUV^ �Wm O °N W �9 rn aZCsU. CJ ®� C W O i A 3 aIn Gl p 5 u 0 'p 0 I'M � a ;I s � a,„ / 0 ,Z.I A. LYNNMILLER, P.E. P.E.9 58T05 TABLE 7: Min. Quantity of Anchors Required at the Jamb, X All Glass Types: 1, 2, 3 & 4 and All Anchor Groups: A, B. C & D Frame Frame Width Height 28" 32" 35' 40" 42" 46" 10 0 0 80" 10 10 10 10 10 10 84" 10 10 10 10 10 w 12 12 12 12 12 12 108" 14 14 14 14 14 14 2W 14 14 14 14 14 14 128" ' 14 14 14 14 14 14 APPLICABLE ONLY TO GLASS TYPES 3 & 4. TABLE B: Min. Quantity of Anchors Required at the Jamb, XX All Glass Types: 1, 2, 3 & 4 and All Anchor Groups: A. B, C & D Frame Frame Width Height 54" 67 66" 72" 76-1/2" 84-112" 0 10 1010 Sw 10 10 10 10 10 10 84" 10 10 10 10 10 10 96" 12 12 12 12 12 12 106' 12 12 12 12 12 12 120" 14 14 14 14 14 14 128" ' 14 14 /4 14 14 4 USED IN -EXAMPLE 1. THIS SHEET EXAMPLE 1: - SINGLE DOOR, X. 42" X 83-314°, REQUIRED DESIGN PRESSURE IS +651-75 PSF. SUBSTRATE IS WOOD ON ALL SIDES. 1) FROM TABLE 3. WE SEE THAT THE SIZE IS AVAILABLE USING PVS INTERLAYER GLAZING (GLASS TYPES 1 OR 2), OR SG INTERLAYER GLAZING (GLASS TYPES 3 & 4). FOR THIS EXAMPLE CHOOSE THE PVB INTERLAYER. 2) FROM TABLE 3, AFTER ROUNDING THE WIDTH AND HEIGHT UP TO THE SIZES GIVEN ON THE TABLE, WE SEE THAT THE MAXIMUM DESIGN PRESSURE IS +800-80. SINCE THIS EXCEEDS THE REQUIREMENTS OF +55/-75, WE MAY PROCEED. 3) FOLLOW ANCHOR LOCATIONS AS SHOWN ON THE ELEVATION OF SHEET 2. 4) FROM TABLE 7, IT IS REQUIRED THAT WE USE AT LEAST 10 ANCHORS IN THE JAMB (5 PAIRS). FOR THE MAXIMUM O.C., SEE THE ELEVATION DRAWING ON SHEET 2. 5) INSTALL USING THE CROSS-SECTION DRAWINGS ON SHEETS 6 & 7 AS A GUIDELINE. APPLICABLE ONLY TO GLASS TYPES 3 & 4. USED IN EXAMPLE FOR JAMBS 8 HEAD, 2. THIS SHEET INSTALL (2) ANCHORS PER LOCATION 6' MAX. 18" MAX.. O.C. GLASS TYPE 1 & 2 19.34' MAX. O.C. FOR GLASS TYPES 3 8 4 83-3/4" DOORS SWING DIRECTION / 17 i6' 33B" O.C. ANCHOR PATTERN Q JAMB 6 42' NOTES: 1) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. EXAMPLE 2: • DOUBLE DOOR, XX. 79.11T X 124-3/4'. REQUIRED DESIGN PRESSURE IS+I-52.5 PSF. - SUBSTRATE IS CONCRETE AT THE HEADER AND SILL AND UNFILLED CONCRETE BLOCKS AT THE JAMBS. 1) FROM TABLE 4, WE SEE THAT THE SIZE IS NOT AVAILABLE USING PVS INTERLAYER GLAZING (GLASS TYPES 1 OR 2), SG INTERLAYER GLAZING (GLASS TYPES 3 OR 4) MUST BE USED. 2) FROM TABLE 4. AFTER ROUNDING THE WIDTH AND HEIGHT UP TO THE SIZES GIVEN ON THE TABLE, WE SEE THAT THE MAXIMUM DESIGN PRESSURE 1S +5W-65. SINCE THIS EXCEEDS THE REQUIREMENTS OF +/32.5, WE MAY PROCEED. 3) FOLLOW ANCHOR LOCATIONS AS SHOWN ON THE ELEVATION OF SHEET 3. FOR THE HEAD AND SILL CLUSTER QUANTITIES. REFER TO TABLE 6. 4) TABLE 6 REQUIRES US TO KNOW THE ANCHOR GROUP TO BE USED. WE PLAN ON USING ULTRACON ANCHORS. LOOKING AT TABLE 1, SHEET 1, WE CHOSE ANCHOR GROUP D SINCE WE KNOW THAT THE ANCHORS AT THE HEAD AND SILL ARE INTO CONCRETE AND THE ANCHORS AT THE JAMBS ARE INTO HOLLOW BLOCK. WE REQUIRE 6 CLUSTER ANCHORS IN THE HEAD AND 5 CLUSTER ANCHORS IN THE SILL USING THE SPACING SHOWN ON SHEET 4. 5) INSTALL USING THE CROSS-SECTION DRAWINGS ON SHEETS 6 & 7 AS A GUIDELINE. FOR JAMBS & HEAD. INSTALL (2) ANCHORS PER LOCATION 10" 6" 1 - 3-3/4' L314 6° 4- —�� �— -�•I 12-7/8- 79�1/2° NO CHANGES THIS SHEET. EK 7/20/20 b a Y Q O w p 31� ffO D: g g t4 Jr~ Z w Jppj N v 7 d va TJ-, Qlzr a �UU$ 0 (A w c�' w W W IL as" rn ®� D W LU W LL O goo z CY Q 7aa45 AZ 0 v § _ m rn zg S < o F z art '�sa0 seises ALUMINUM OR TEEAPPROVEDL FRAMIMULLING., ONDETAIL Al S SEE TABLE 1, SHEET 1.1 INTO METAL +- EMBEDMENT EDGT 1�.�". /4' MAX. DISTANCE � TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1 EXTERIOR DETAIL A2x WOOD 2 BUCKSTRIP OR INTO WOOD FRAMING 1 EMBEDMENT EDGE —f� 1/ DISTANCE DAYLIGHT -+� OPENING WIDTH - UNIT FRAME WIDTH (SEE TABLE 3) — OUTSWING SINGLE DOOR DETAIL C ASTRAGAL 1x WOOo DETAIL B1 BUCKSTRIP. CONCRETE/CMU PER THRU I WOOD ANCHOR REQUIREMENT INTO MASONRY EMBEDMENT -{-�-- 17 1/4" MAX. -+{ jam- I o " EDGE DAYLIGHT -+IOPENING WIDTH TYP. ANCHOR TYPE,T EMBEDMENT AND 52 EDGE DISTANCE - PER SUBSTRATE. _ SEE TABLE 1, SHEET 7 20 13 51 62 --- INACTIVE 57 ACTIVE 56 EXTERIOR LV - UNIT FRAME WIDTH (SEE TABLE 4) OUTSWING DOUBLE DOOR NOTES: 1) USE ONLY SUBSTRATE APPROPRIATE ANCHORS, FOLLOW EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS PER TABLE 1, SHEET 1. ANY INSTALLATION OPTION SHOWN MAY BE USED. ALL ANCHOR HEAD TYPES ARE ALLOWED. 2) ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED 1 X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-112" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. <DISTANCE TYP. ANCHOR TYPE, _EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1 DETAIL 13',2 CONCRETE CMU PER INTO MASONRY I ANCHOR REQUIREMENT EMBEDMENT A 1/4" MAX. -+{ " a EDGE DISTANCE 3-3/9' O.C. - ;P. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1 NO CHANGES THIS SHEET. EK 7/2=O n Y d ¢ 0 3 O „aa Q w � o alo0 U) O ZZ rn a � w Q may+ Q U 8 OM w,5 w O 01 LL � Z K Q 2 Ix C% V) ®� D H X O t° 0 N F °°sJN Z ir Ap k m" A O +aaas 6 0 0 z _ I- ?ou O 3 rn � \ I A. LYNN MILLER, P.E. P.E.# 58M5 NOTES: DETAIL D1 1X WQGD 1) USE ONLY SUBSTRATE APPROPRIATE ANCHORS, FOLLOW BUCKSTRIP. APPROVED MULLION, EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS THRU 1X WOOD CONCRETE PER DETAIL D2 ALUMINUM OR STEEL FRAMING. PER TABLE 1, SHEET 1. ANY INSTALLATION OPTION SHOWN MAY INTO MASONRY ANCHOR REQUIREMENT INTO METAL I SEE TABLE 1, SHEET 1. BE USED. ALL ANCHOR HEAD TYPES ARE ALLOWED. FOR SINGLE DOORS, USE EDGE DISTANCE —�j 2) ALL WOOD SUCKS LESS THAN 1-1/2' THICK ARE TO BE ONLY THIS ANCHOR LOCATION --- FOR SINGLE DOORS, USE EDGE DISTANCE ONLY THIS ANCHOR LOCATION CONSIDERED INSTALLATIONS, 1X BUCKS ARE ' EMBEDMENT OPTIONAL. UNIT iT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. a WOOD BUCKS DEPICTED AS 2X ARE 1.1/2" THICK OR GREATER. 1X EMBEDMENT AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD SUCK DESIGN AND q}� INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR 1/4° MAX. l ('- lr IFTV-7 1/4" MAX J ARCHITECT OF RECORD. FRAME DAYLIGHT HEIGHT (SEE TABLE 3 OPENING HEIGHT OR 4 AS APPLICABLE) 27 29 5 EXTERIOR 55 59 16 1/4' MAX. DETAIL E1 EMBEDMENT INTO MASONRY CONCRETE PER ANCHOR REQUIREMENT `•------1-- EDGE DISTANCE OUTSWING WITH STANDARD BOTTOM RAIL EXTERIOR a DETAIL E2 T EMBEDMENT INTO WOOD 2X WOOD SUCKSTRIP OR EDGE DISTANCE FRAMfNG OUTSWING WITH TALL BOTTOM RAIL 1/4" MAX. - DETAIL E3 INTO METAL APPROVED ALUMINUM OR STEEL FRAMING. SEE TABLE 1, SHEET 1. I 1— EDGE DISTANCE OUTSWING WITH TALL BOTTOM RAIL 1 NO CHANGES THIS SHEET. EK 7/ZOP20 O1 3 Q ney g> r aW O O g X Z to �Oa W uxwp YoJ O mZLL�� 0 OQ l2 O 'oN pafa 1W- N Q Z p WWLL Uam N ® ��ffR N z laaVS O ; h�yy^ Q§Q Z O 0 �Ln z x� 3 rn a1117 p s pa5 125' �{ 125' fI h+-- 2.754" .125" 5.180° 8.775 .125" 7.628" -+ .125" 1 OUTSWING PANEL TOP RAIL (20 MM STRUTS) OOUTSWING PANEL HIGH BOTTOM RAIL (20 MM STRUTS) 125" 4.009" 5.175" f-�- 2.755" 5.190' 5.190" 5.879" ----� 5.270" ►i 0�r .90.090° 2.751' 2.751" 2.7IjI51- 2,751' OOUTSWING PANEL OUTSWING PANEL OUTSWING PANEL OUTSWING PANEL HINGE STILE O LOCK STILE t 1 INACTIVE ASTRAGAL STILE 13 ACTIVE ASTRAGAL STILE (14 MM STRUTS) (14 MM STRUTS) (14 MM STRUTS) (14 MM STRUTS) O5 OUTSWING PANEL STANDARD BOTTOM RAIL (20 MM STRUTS) 183' 2.181° 59. 4.532° owr .95T -�-� }2.121' 15 FRAME HEAD 1fi FRAME SILL (20 MM STRUTS) (18 MM STRUTS) 1 3.375' I 1.556° H .OgO^ 4.523" 2.184"� FRAME 17 HINGE JAMB (20 MM STRUTS) 3.375' E 1.556' . :jE1 4.523" n-EEE.- 2.184° FRAME 18 LOCK JAMB (20 MM STRUTS) TABLE 9: IY part 1 Description Material 1 swing Panel Top Rail8 - 3 130905A38 Oulswing Panel High Bottom Rail 6063 -Te 5 13D9D5A37 Outswing Panel Standard Bottom Rail 6083 -TS 7 130905A03 OutsvAng Panel Hftw Stile O -T6 9 13010447 Outsvvinq Panel Look Stile 6063 - 66 11 1309OM18 Outswing Panel Inactive Panel St9e 6063 -TS 13 130905A17 Outsvving Panel Active Panel Stile 6063 -TS 15 1309DSA32 Frame Heed 6063 -T6 16 13DODSA34 Frame Sill e063 -T6 17 130905A21 Frame Hinge Jamb 6063 -T6 18 13010440 Frame Lock Jamb 6063 -T6 20 1100S862 Outer Reinforcement 6063 -TS 21 1100M inner Reinforcement 6063-TB 22 11060646 Drip Cap/Sweep 6063-TO 23 11060647 Drip Cap/Svvaep Base 6053 -TB 24 11046085 Jamb & Head Cover Plate 6083 -T8 28 11010287 False Astragal 6063 -16 27 11052598 Squall Beading, LIG 6063 -TB 28 1105259fi Square Beading 6063 -76 291 11046084 10gee Beading, LIG 6063 -76 301 11D46082 lOoee Beading 6063-TB NOTE 1) THERMAL STRUT IS FIBERGLASS REINFORCED POLYAMIDE (TENSILE STRENGTH = 78 MPA), TESTED AS PART OF THE EXTRUSIONS SHOWN. r- .250" .250° � .050° � � � .40T � 1.55� �O04- � ' -1 � �L -+{741 �! 1,530^ -1741 -1 1.530" 1.082" � 3.518"f I .828° .913° '�� 1.025' j 1.300' 1.300' 1.300" 1.300' 3.254" TT .446 _.. - .057"-�-i-�� 07D" 050° 050 050' �_05�0'�J 20 REINFORCEMENT i 21 INNER INFORCEMENT 22 OUTER P 23 CAP BASE 24 COVER HAD 26 FALSE 27 BEADING. LIG 48 B� OBEAf LIG 30 BEADING SILICONE HOT -MELT POLYISOBUTYLENE DESICCANT FILL AREA BUTYL SEAL - 5116" NOM. STRUCTURAL 1/4" NOM STRUCTURAL -3/16" NOM. ROLL -FORMED DOW CORNING POLYISOBUTYLENE SILICONE ALUMINUM 982 SILICONE SEAL WITH DESICCANT FOAM WITH DESICCANT ` EXT. GLASS / EXT. GLASS / EXT. GLASS- INT. GLASS INT. GLASS INT. GLASS OT1 4 41 SUPER SPACER 42 ALUMINUM SPACER PS$P NO CHANGES THIS SHEET. EK 7120120 a 2 a w o N �- € o in co Z rh ao � 4 o z IL � 3 �Q vmOsp u� a OW) W rn LL O °D w 2 a t, O CD A o z z a ' g U YluIt $ 3 g z al7'1 'asap s ua5 # Part# Description Material om Ing Ispace 4§6 rp§ See Sheet 8 for Materials 41 Quanex Super Spacer 42 Ramapo Aluminum Spacer by NT 43 Silicone SIKA 552, DOW 791, DOW 983 51 W9050-BL-9100E SpongeSeal, 905VP-22SEAL EPOM 52 121006/121007 Glazing Vinyl EPDM, 80 Duro. 541 121001 Setting Block, 1/4" x 3/4" x 1" Neoprene, 80 Duro. 55 15303 Filler Strip, TP448 PVC, 92 Duro. 56 W9050-BL•64676 Active Stile Center Sponge 57 WgD50-BL-3911 Active Stile Outer Weatherstrip, Co -ex. EPDM, 80 Duro. 58 W9050-BL-3912 Active Stile Inner Weatherstrip, Co -ex. EPDM, 80 Duro. 59 17010491 Sill Rail Sweep, Black Santoprene 60 W9050-BL-9102E Strut Co%er 61 15005 Double -sided Astragal Tape Adhesive Foam 62 15103 Panel Flange Bulb EPDM, 80 Duro. 63 15187 Frame Long Leg Weatherstrip (OS) EPDM, 80 Duro. 64 W9050-BL-3913 Frame Long Leg Weatherstrip (IS) EPDM, 80 Duro. 65 10236 Jamb Anchor Cover PVC, 92 Duro 66 #8 x 1" Ph SO SMS (Panel Assembly) SS 67 140006 1#10 x 3/4" Ph FH SMS (Sill/Head Strike Plates) SS 68 1#10 x 3/4" Ph FH Tak SMS (Shoot Bolt Plate) SS 69 1#10 x 1-114" Ph SO SMS (Frame Assembly) SS 1.000" --�(.'4�'4-'-0�"�� +� --� I►- .383' JIy� .250"��I .626''+- -+j .927" 51 SPONGE GLAZI52 VINYLS SETTING OBLOCI( R OSTRP ACTIVE STILE 56 C NTER SPONGE .210' -� �..- .325" .487'ON, I�/�-1,243' THIS SECTISCALE X 2 ILL 5g WEATHER STRIP ACTIVE STILE ER 59 SSTRUT ACTIVE STILE 57 WEATHER STRIP WEATHER SWEEP -0 @ CO ER .270" --� �-- .408° 1.590" L% 61 TAPELE•SIDED 62 BULBI FLANGE E LONG LEG g3 WEATHERSTRIP P IDS) WEATHEME RSTRIPLEG O (IIS) @ COVER ANCHOR # Part Description Manufacturer 70 0- 7 Piasfi nge sse 71 H9050-V(-0599M Hinge Covers Giesse 72 H9050GEAR-GEAR Bottom Extension with Gear, Lock, Lower Swing Hook & Shoot Bolt (318" Engagement into Head & Sill) Hoppe 73 3622833 Middle Extension with 2 Swing Hooks Hoppe 74 8778627 Top Extension with Shoot Bolt Hoppe 75 H9050-FB-2267 Mortise Flushbolt, Inactive Panel Hoppe 77 H90.50-SH-2884 Hook Latch Strike Plate, SS Seljan 78 H9050-LH-2902 H9050-RH-2905 IH/RH Latch & Oeadboit Strike Piave, SS Salian 79 HM50-RP-2913 Shoot Bolt reinforcing Plate, SS Selan 80 H9050SPADA-3921 Shoot Bolt reinforcing Shim Seljan 81 1900908 10mm Standard Rod Guides Hoppe 82 8759551 1Omm Lower Flush Bolt Rod Hoppe S3 8786867 1 Omm Upper Flush Solt Rod Hoppe 84 H905"P-2%8D Twin Shoot Bolt Head & Sill Strike Plate, SS Seljan 85 H9050-)0(1445M Snubber Driver Advantage 88 906VP-20 Ramp Block 87 Varies False Handle & Trim Set Varies 8g Vades Handle & Trim Set with Lock Cylinder & Thumb Turn HoppelGiesse H9050-SP-275 Single Shoot Bolt Head & Sill Strike Plate. SS 74 4 PER HEAD 83 68 69 2 PER 8" ENGAGEMENT , 66 CORNER CORNER ++ MAX. MAX. 37-112" 74 MAX. 77 ss 73 FRAM S3l8' 14-1/8" MAX HEIGHT 75 3`r3l8' 72 MAX. 88 14-1/8" MAX 87 1-114" 78 B5 MIDSPAN OF FRAME 1AX. 72 9° 11-114" MAX MAX. T- 3 E I Seljan 4 PER SILL CORNER FOR STD SOT. RAIL 66 7 PER SILL CORNER FOR HIGH SOT. RAIL 84 318" ENGAGEMENT B9 2 PER 82 72 88 CORNER HARDWARE ELEVATION DOUBLE (XX) DOOR SHOWN, SINGLE (X) DOOR SIMILAR ADDED DOW 791 AND DOW 983 TO BOM. EK 7120120 °a ^n R to a 0 3 �aa o O ro 2 > arc O i e tY1 Z g Z W R <o ZZ „tea in WmZLLS KOO�� ii 0 N INrA 0 W O a�z?� W 0 HMO ®�LuO Q LL Z m aii raa45 Q LL b Q a 0 u 0� W a U ran QmQ F