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Home My WebLink AboutNotice of Acceptance MIAMI•DADE File CO AM_DADECOUNTY,FLORIDA PRODUCT CONTROL SECTION -- 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RES' �i '+ g F®R Miami,Florida 33175-2474 NOTICE OF ACCEPTANCE (NOA),,,,,,� , +�v.miamidade.gov/building PGT Industries,Inc. �DE SO PLIA 1070 Technology Drive ST. LU C I E COUNTY North Venice,FL 34275 E,` ®�� /� SCOPE: lam` l 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"PW7620A"Aluminum Fixed Window-N.I. APPROVAL DOCUMENT: Drawing No. MD-7620A.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision E dated 03/11/20,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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 IMPA&RATING:None. 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 j 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. 18-0430.04 and consists of this page 1 and evidence pages E-1, E-2,E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. I ' NOA No.20-0401.09 &M1MAM1W-DADE COUNTY Expiration Date: February 19,2024 Approval Date:August 06,2020 T7/27/20 Page 1 I c PGT Industries.Inc. i NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i 1. EVIDENCE:SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-1112.09) 2. Drawing No. MD-7620A.1 titled"Fixed Window Installation Guidelines" sheets 1 through 11 of 11, dated 04/12/13,with revision D dated 03/16/18,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 18-0430.04) ! B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Durasear spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc.,Test Reports No. FTL-8717,FTL-8968 and FTL-8970, dated 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 16-0629.13) 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 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 fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. i (Submitted under NOA No. 11-1114.17) f 3. 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 along with marked-up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL 3834 and FTL-3847, dated 07/30/03 and 07/31/03 respectively, all signed and j sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.02) "'�Xog�je Manuel PebPEProduct Control ENOA No.20Expiration Date: February i Approval Date:August 06,2020 E-1 i PGT Industries,Inc. i NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i 1. EVIDENCE'SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6tn Edition (2017),prepared by manufacturer, dated 04/19/18, signed and sealed by Antliony Lynn Miller,P.E. (Submitted under NOA No. 18-043 0.04) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the j following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers -Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property- Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb./in. I - F. STATEMENTS 1. Statement letter of conformance, complying with FBC 611 Edition (2017), dated April 20,2618, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 18-0430.04) 2. Statement letter of no financial interest, dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 18-0430.04) 3. Proposal No. 17-1508 issued by the Product Control Section, dated November 16, 201741 signed by Jorge Plasencia,P.E., Product Control Unit Supervisor. (Submitted under NOA No. 18-0430.04) 4. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, RE (Submitted under NOA No. 18-0430.04) 5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under NOA No. 16-0629.13) Manuel Perez,P.E. Product Control Ex in r NOA No.20-d 01.09 Expiration Date: February 19, 4 Approval Date:August 06,2020 E-2 li PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I j 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 11-1114.17) 7. Laboratory compliance letter for Test Reports No. FTL-3834 and FTL-3847, dated 07/30/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.02) G. OTHERS 1. Notice of Acceptance No. 17-0614.10, issued to PGT Industries, Inc. for their Series 4CPW-701/620"Aluminum Fixed Window—N.I.,approved on 10/12/17 and expiring on 02/19/19. I 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. MD-7620A.1, titled"Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision E dated 03/11/20,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 PGT Industries, Inc. representative units listed below and tested to qualify Dowsi1791 and Dowsi1983 silicones,prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: 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) FT1,420-2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL 120-2107.4, PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated'07/13/20, all signed and sealed by Idalmis Ortega,RE i i f Manuel Perez,P.E. Product Control Ex In r NOA No.20-0 01.0 Expiration Date: February 19, 4 Approval Date:August 06,2020 E-3 4 PGT Industries..Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED(CONTEWED) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6t' Edition (2017),prepared by manufacturer, dated 04/19/18 and revised and updated to the FBC 7"Edition (2020) on 03/19/20, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) I E. MATERIAL CERTIFICATIONS 1. None. I ' F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61 Edition (2017) and the FBC 7"Edition (2020), dated March 10, 2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no fmancial interest, dated March 10, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 19-1155 TP issued by the Product Control Section, dated January 10, 2020 signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 18-0430.09, issued to PGT Industries, Inc. for their Series "PW7620A"Aluminum Fixed Window—N.I., approved on 08/23/18 and expiring on 02/10/24. i i i i Manuel Perez,P.E. Product Control Ex in r I NOA No.20- 01.09 Expiration Date: February 19, 4 Approval Date:August 06,2020 E-4 ' i GENERAL NOTES: SERIES PW7620A - ----NON=IMPACT=RESISTANT-FIXED-WINDOW----— 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 61"TIP-TO-TIP WIDTH INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 60"BUCK WIDTH 60"BUCK WIDTH 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS 57-1/4"VISIBLE REGIONS. LIGHT WIDTH 57-1/4"VISIBLE LIGHT WIDTH 3)FOR MASONRY APPLICATIONS IN MIAMI-DADS COUNTY,USE 6-1/2"MAX. 6"MAX. ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. B,SHEET 5 —I D,SHEET 6 MATERIALS USED.FOR ANCHOR EVALUATIONS WERE SOUTHERN -_ - -- PINE,-ASTM-G90 CONCRETE-MASONRY UNITS AND CONCRETE.. - ----- - WITH MIN. KSI PER ANCHOR TYPE. I 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE A C C CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL SHEET 5 A 120"BUCK SHEET 6 I I IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS L I ----_ HEIGHT � I 120 DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.IX AND 2X BUCKS , BUC (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER r HE:IGI LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND I 117-1/4" INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR) 12, MAX. / VISIBLE 12"MAX. / 117-1/4" OR ARCHITECT OF RECORD,(AOR). O.C. I LIGHT O.C. I VISIBLE / 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND HEIGHT 121" HEIGHT LIGHT WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT ; TIP 1" i EMBEDMENT.NARROW JOINT SEALANT IS USED ON ALL FOUR l TIP CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE i HEIGHT i SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS , f BEYOND THE SCOPE OF THESE INSTRUCTIONS. I 1 6)MAX.1/4"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE 6-1/2" I.;B 12"MAX.O.C. 61'SHIMS CAPABLE OFTRANSFERRING APPLIED LOADS.WOOD MAX. MAX. D 12"MAX,O.C. �1 �— BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW, TYP. FLANGED FRAME TYP. EQUAL-LEG FRAME 7).DESIGN PRESSURES: ELEVATION ELEVATION A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER AMEl300. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS FIGURE 1: SHAPES AS SHOWN BELOW OR SIMI PER ASTM El300. GUIDE TO SHEETS: 12"O.C. AND OBTAINING DESIGN PRESSURE C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS GENERAL NOTES. MAX. ANCHOR SPACING TO BE 6"MAX.FR DESIGN,ASD. "" 1 MEMBERS,SEE FIGURE 1,THIS SHEE ELEVATIONS................................ 1 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED GLAZING DETAILS....................... 2-6 TO RESIST THE WINDLOADS CORRESPONDING TO THE DESIGN PRESSURES.................. 2-6 12"O.C. I---WIDTH----"-{ REQUIRED DESIGN PRESSURE.THE 33-1/3/o STRESS INCREASE o INSTALLATION,FLANGE............. 7 MAX. / I- HAS NOT BEEN USED IN THE DESIGN-OF THIS PRODUCT.THE INSTALLATION,EQUAL-LEG.......8 H I I E 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION INSTALLATION,INT.FIN A...........9 s OF ANCHORS INTO WOOb.ANCHORS THAT COME INTO INSTALLATION,INT.FIN 6...........10 / w u CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET CORNER ASSEMBLY................... 11 6„ I ] THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR EXTRUSION PROFILES................11 MAX JJJJ CORROSION RESISTANCE. PARTS LIST...................................11 TABLE 2: Window Design Pressure (+/-, psf) for Glass Type 1 Long Side, Tip to Tip(in) 54-11/16 57 61 65 69 73 77 81 85 89 93 97 31 +/-58.4 +/-55.5 +/-51 +/-47.6 +/-44.4 +/-41.7 +/-40.1 +/-38.8 +/-37.6 +/-36.4 +/-35.5 +/-34.6 33 +/-56.9 +/-53.8 +/-49.6 +/-45.9 +/-42.1 +/-39.8 +/-37.8 +/-36 +/-34.4 +/-32.9 35 +/-56 +/-52.7 +/-48.9 +/-44.9 +/-41.2 +/-38.8 +/-36.4 +/-34.2 +/-32 - - - -37 - --+/-55.2-- +/-52.2- - 448.3 -- +/-44.5- --+/=40.9-----+/--38.3- +/-35.8 a j= 39 +/-54.1 +/-51.6 +/-47.9 +/-44.1 +/-40.7 +/-38.1 41 +/-53 +/-50.8 +/-47.4 +/-43.6 +/-40.5 +/-38 43 +/-52 +/-49.9 +/-46.7 +/-43.3 +/-40.2 45 +/-51 +/-49.1 +/-45.7 +/-42.6 co r- 47 +/-49.5 +/-47.9 +/-44.7 0 .C-- 49 +/-48.1 +/-46.5 +/-43.7 51 +/-46.8 +/-45 53 +/-45.5 54-11/16 +/-44.3 1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT I"FROM THE TIP-TO-TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4 11 EXTERIOR t �' GLASS TABLE 3: Window Design Pressure (+/-, psf) for Glass Type 2 Long Side,Tip To Tip(in) 85-7/8 89 93 97 101 105 109 113 117 121 125 129 31 +1001-145.8 +100/-144.7 +100/-141.9 +100/-138.4 +100/-135.4 +100/-132.8 +1001-130.5 +100/-128.6 +100/-126.8 +100/-125.4 +100/-124 +100/ 22 33 +100/-136.3 +100/-131.7 +100/-127.1 +100/-123.4 +100/-120.3 +100/-117.9 +100/-115.8 +100013.8 +100/-112 +100/-110.4 +1001-108.9 +100/-107 35 +100/-126.7 +100/-122.3 +100/-117.7 +100/-113.9 +100/-110.1 +100/-106.8 +100/-104.3 +100/-102.2 +100/-100.4 +/-99 +/-97.4 +/-96.2 37 +100/-122 +100/-117.3 +100/-111.8 +100/-106.4 +100/-102.6 +/-99.7 +/-96.9 +1-94.4 +/-92.2 +/-90.1 +/-88 +/-86.6 -- 39 +100/-1202- +100/=115.1 +100/-107.8 +100/-102.5- +/-98.4--- +/-94 5 - - +/-91:2- +/-87.9- +/-85.2- +/=83 - - +/-81.4 --- +/-79.8 41 +100/-117.8 +100/-113.9 +100/-106.8 +100/-100.8 +/-96.1 +/-91.6 +/-86.9 +/-83.4 +/-81.1 +/-78.9 +/-76.9 +/-75 43 +100/-113.9 +1001-112.6 +100/-106.2 +100/-100.6 +/-95.3 +/-89.9 +/-85 +/-81.4 +/-78.7 +/-76.1 +/-73.5 +/-71.2 45 +100/-110.5 +1001-109.1 +100%106.8 +100/-100.7 +/-95.4 +/-89.9 +/-84.1 +/-80.8 +/-77.6 +/-74.4 +/-71.6 +/-68.5 47 +100/-107.4 +100/-106 +100/-104.3 +100/-101.1 +/-95.7 +/-90.3 +/-84.6 +/-80.6 +/-77.4 +/-74 +/-70.3 +/-67.2 49 +100/-104.6 +100/-103.1 +100/-101.5 +/-100 +/-96.3 +/-90.8 +/-85.2 +/-81.1 +/-77.5 +/-74 +/-70.6 +/-66.6 c 51 +100/-102.1 +100/-100.6 +/-98.9 +/-97.4 +/-96 +/-91.4 +/-85.8 +/-81.6 +/-78.2 +/-74.6 +/-70.9 +/-67.3 �- 53 +/-99.8 +/-98.3 +/-96.5 +/-94.9 +/-93.6 +/-92 +/-86.6 +/-82 +/-78.6 +/-75.3 +/-71.6 +/-67.8 V 55 +/-97.8 +/--96.2 +/-94.4 +/-92.8 +/-91.3 +/-90 +/-87.2 +/-82.4 +/-78.8 +/-75.8 +/-72.2 +/-68.6 m 57 +/-95.9 +/-94.3 +/-92.4 +/-90.8 +/-89.3 +/-88 +/-86.8 +/-82.7 +/-79.2 +/-76 +/-72.8 +/-69.4 ai o 59 +/-94.3 +/-92.6 +/-90.6 +/-88.9 +A87.4 +/-86.1 +/-84.9 +/-82.3 +/-79.3 +/-76 +/-72.8 - 61 +/-92.8 +/-91 +/-89 +/-87.3 +/-85.7 +/-84.3 +/-83.1 +/-81.4 +/-78.7 +/-76 � 63 +/-91.5 +/-89.6 +/-87.6 +/-85.8 +/-84..2 +/-82.7 +/-81.4 +/-80.3 +/-77.5 65 +/-90.3 +/-88.4 +/-86.3 +/-84.4 +/-82.7 +/-81.3 +/-79.9 +/-78.8 67 +/-89.3 +/-87.3 +/-85.1 +/-83.1 +/-81.4 +/-79.9 +/-78.5 69 +/-88.3 +/-86.3 +/-84 +/-82 +/-80.2 +/-78.7 71 +/-87.5 +/-85.4 +/-83 +/-80.9 +/-79.1 73 +/-86.8 +/-84..6 +/-82.1 +/-80 +/-78.1 75 +/-86.3 +/-83.9 +/-81.4 +/-79.2 77 +/-85.8 +/-83.4 +/-80.7 79 +/-85 +/-82.4 +/-79..6 81 +/-82.9 +/-80.8 83 +/-81.3 85-7/8 +/-79.4 1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 1 4 TABLE 4: Window Design Pressure(+/-, psf) for Glass Type 3 Long Side,Tip To Tip(in) 85-7/8 89 93 97 101 105 109 113 117 121 125 129 31 +100/-145.8 +100/-144.7 +100/-143.4 +100/-142.2 +100/-141.2 +100/-140.2 +100/-139.4 +100/-138.6 +100/-137.8 +100/-137.1 +100/-136.5 +100/-135.9 33 +100/-138.6 +100/-137.5 +100/-136.2 +100/-135 +100/-133.9 +100/-133 +100/-132.1 +100/-131.3 +100/-130.5 +100/-129.8 +100/-129.2 +100/-128.6 35 +100/-132.4 +1.00/-131.2 +100/-129.9 +100/-128.7 +100/-127.6 +100/-126.6 +100/-125.7 +100/-124.8 +100/-124.1 +100/-123.4 +100/-122.7 +100/-122.1 37 +100/-126.9 +1001-125.7 +100/-124.3 +100/-123.1 +100/-122 +1.00/-120.9 +100/-120 +100/-119.1 +100/-118.4 +100/-117.6 +100/-117 +1001-116.4 39--- +100/-122.1- +100/-120.8 -+100/-119.4 +100/-118.1-- +100/-117 +100%115.9---+100/-115 +100%114:1 +100/=113 3 +100/-112.6 -+100/-111-.9 +1001-111.3 41 +100/-117.8 +100/-116.5 +100/-115 +100/-113.7 +100/-112.5 +100/-111.4 +1001-110.5 +100/-109.6 +100/-108.8 +100/-107.7 +100/-105,5 +100/-103.4 43 +100/-113.9 +100/-112.6 +100/-111.1 +100/-109.7 +100/-108.5 +100/-107.4 +100/-106.4 +100/-105.5 +100/-103.5 +100/-100.9 +/-98.7 +/-96.6 45 +100/-110.5 +100/-109.1 +100/-107.5 +100/-106.1 +100/-104.9 +100/-103.8 +100/-102.7 +100/-101.8 +/-99.2 +/-96.1 +/-93.6 +/-90.9 47 +100/-107:4 +100/-106 +100/-104.3 +1001-102.9 +100/-101,6 +100/-100.5 +/-99.4 +/-98.5 +/-96 +/-92.5 +/-89.1 +/-86.3 49 +100/-104.6 +100/-103.1 +100/-101.5 +/-100 +/-98.7 +/-97.5 +/-96.4 +/-95.5 +/-94 +/-89.8 +/-86.2 +/-83 c 51 +100/-102.1 +100/-100.6 +/-98.9 +/-97.4 +/-96 +/-94.8 +/-93.7 +/-92.7 +/-91.8 +/-88.7 +/-84 +/-81.6 53 +/-99.8 +/-98.3 +/-96.5 +/-94.9 +/-93.6 +/-92.3 +/-91.2 +/-90.2 +/-89.2 +/-88.4 +/-83.8 +/-80.6 55 +/-97.8 +/-96.2 +/-94.4 +/-92.8 +/-91.3 +/-90 +/-88.9 +/-87.8 +/-86.9 +/-86 +/-84.1 +/-80.8 57 +/-95.9 +/-94.3 +/-92.4 +/-90.8 +/-89.3 +/-88 +/-86.8 +/-85.7 +/-84.7 +/-83.9 +/-83 +/-81.2 ai in 59 +/-94.3 +/-92.6 +/-90.6 +/-88.9 +/-87.4 +/-86.1 +/-84.9 +/-83.8 +/-82.8 +/-81.8 +/-81 0 61 +/-92.8 +/-91 +/-89 +/-87.3 +/-85.7 +/-84.3 +/-83.1 +/-82 +/-80.9 +/-80 cn 63 1 +/-91.5 +/-89.6 +/-87.6 +/-85.8 +/-84.2 +/-82.7 +/-81.4 +/-80.3 +/-79.2 65 +/-90.3 +/-88.4 +/-86.3 +/-84.4 +/-82.7 +/-81.3 +/-79.9 +/-78.8 67 +/-89.3 +/-87.3 +/-85.1 +/-83.1 +/-81.4 +/-79.9 +/-78.5 69 +/-88.3 +/-86.3 +/-84 +/-82 +/-80.2 +/-78.7 71 +/-87.5 +/-85.4 +/-83 +/-80.9 +/-79.1 73 +/-86.8 +/-84.6 +/-82.1 +/-80 +/-78.1 75 +/-86.3 +/-83.9 +/-81.4 +/-79.2 77 +/-85.8 +/-83.4 +/-80.7 79 +/-85.4 +/-82.9 +1-80.1 81 +/-85.1 +/-82.5 83 +/-84.9 85-7/8 +/-84.9 1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. - 3)FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TABLE& Window Design Pressure (+/-, psf) for Glass Type 4 Long Side, Tip to Tip (in) 68-7/8 73 77 81 85 89 93 97 98-1/2 31 +/-78.9 +/-75.1 +/-72.2 +/-69.8 +/-67.6 +/-65.6 +/-63.9 +/-62.3 +1-61.8 33 +/-75.4 +/-71.6 +/-68 +/-64.8 +/-61.9 +/-59.3 +/-57.2 +/-55.5 +/-55 35 +/-72.3 +/-69.9 +/-65.5 +/-61.5 +/-57.6 +/-55 +/-53 +1-51.3 +/-50.6 13 37- ----+/-69..7--- -- +/-68:3----+/-64�4 +/=59 5-----+/=55:5 --+/=52.-8-- -F 50.3 +/-47.-9-- +/=47:2-- - - GLA: 39. +/-67.4 +/-65.9 +/-63.8 +/-58.9 +/-54.8 +/-51.8 +/-48.5 +/-46.1 +/-45.5 41 +/-65.3 +/-63.8 +/-62.5 +/-58.7 +/-54.6 +/-51.3 +/-48.1 +/-45.4 +/-44.6 3/16"ANNEX = 43 +/-63.5 +/-62 +1-60.6 +/-58.6 +/-54.6 +/-51.3 +/-47.8 +/-45.3 +/-44.5 7/1 v a 45 +/-62 +/-60.3 +/-59 +/-57.8 +/-54.6 +/-51.4 +/-48.1 +/-45.3 +/-44.5 .0 47 +/-60.6 +/-58.9 +/-57.5 +/-56.2 +/-54.6 +/-51.5 +/-48.2 +/-45.5 +/-44.6 C m 49 +/-59.4 +/-57.6 +/-56.1 +/-54.9 +/-53.8 +/-51.4 +/-48.2 P ai 51 +/-58.4 +/-56.5 +/-54.9 +/-53.6 +/-52.5 +/-51.4 +/-48.2 t 5 53 +/-57.5 +/-55.5 +/-53.9 +/-52.5 +/-51.3 +/-50.3 C 55 +/-56.7 +/-54.6 +/-52.9 +/-51.5 +/-50.3 EXTERIOF 57 +/-56 +/-53.9 +/-52.1 +/-50.6 GI 59 +/-55.5 +/-53.2 +/-51.4 61 +/-55 +/-52.7 +/-50.8 63 +/-54.7 +/-52.2 65 +/-54.5 67 +/-54.3 68-7/8 +/-53.2 1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.. 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. I TABLE 6: ---A��-- Window Design Pressure (+/_, psf) for Glass Type 5 & 6 Long Side, Tip to Tip (in) 85-7/8 89 93 97 101 105 109 113 117 121 125 121 31 +100/-145.8 +1001--144.7 +100/-143.4 +100/-142.2 +100/-141.2 +100/-140.2 +100/-139.4 +100/-138.6 +100/-137.8 +100/-137.1 +100/-136.5 +100/-' 33 +100/-138.6 +100/-137.5 +100/-136.2 +100/-135 +100/-133.9 +100/-133 +100/-132.1 +100/-131.3 +100/-130.5 +100/-129.8 +100/-129.2 +1001-' 35 +100/-132.4 +100/-131.2 +1001-129.9 +100/-128.7 +100/-127.6 +100/-126.6 +100/-125.7 +100/-124.8 +1001-124.1 +100/-123.4 +100/-122.7 +100%' 37 +100/-126.9 +100/-125.7 +1001-124.3 +100/-123.1 +100/-122 +1001-120.9 +100/-120 +100/-119.1 +100/-118.4 +100/-117.6 +100/-117 +100/-' -� - - 39- +100%122.-.1-+100%120:8 +100/=-119-4- +100/=118:1 +1001=:117-u -+100%115:9- +100%195 4100%114.1- -+1-00/-143.3=+100%112.6 +100/=111.9 +100% 41 +100/-117.8 +100/-116.5 +100/-115 +100/-113.7 +100/-112.5 +1001-111.4 +100/-110.5 +100/-109.6 +1001-108.8 '+100/-108 +100/-107.3 +100/-' 43 +100/-113.9 +100/-112.6 +100/-111.1 +100/-109.7 +100/-108.5 +100/-107.4 +100/-106.4 +100/-105.5 +100/-104.7 +100/-103.9 +100/-103.2 +100/-, 45 +100/-11.0.5 +100l-109.1 +100/-107.5 +100/-106.1 +100/-104.9 +100/-103.8 +100/-102.7 +100/-101.8 +100%101 +100/-100.2 +/-99.5 +/-91 47 +100/-107.4 +100/-106 +100/-104.3 +100/-102.9 +1001-101.6 +100/-100.5 +/-99.4 +/-98.5 +/-97.6 +/-96.8 +/-96.1 +/-9; 49 +100/-104.6 +100/-103.1. +100/-101.5 +/-100 . +/-98.7 +/-97.5 +/-96.4 +/-95.5 +/-94.6 +/-93.8 +/-93 +/-9: 51 +100/-102.1 +100/-100.6 +/-98.9 +/-97.4 +/-96 +/-94.8 +/-93.7 +/-92.7 +/-91.8 +/-90.9 +/-90.2 +/-8(. Q 53 +/-99.8 +/-98.3 +/-96.5 +/-94.9 +/-93.6 +/-92.3 +/-91..2 +/-90.2 +/-89.2 +/-88.4 +/-87.6 +/-8( F= 0 55 +/-97.8 +/-96.2 +/-94.4 +/-92.8 +/-91.3 +/-90 +/-88.9 +/-87.8 +/-86.9 +/-86 +/-85.2 +/-8g 57 +/-95.9 +/-94.3 +/-92.4 +/-90.8 +/-89.3 +/-88 +/-86.8 +/-85.7 +/-84.7 +/-83.9 +/-83 59 +/-94.3 +/-92.6 +/-90.6 +/-88.9 +/-87.4 +/-86.1 +/-84.9 +/-83.8 +/-82.8 +/-81.8 +/-81 61 +/-92.8 +/-91 +/-89 +/-87.3 +/-85.7 +/-84.3 +/-83.1 +/-82 +/-80.9 +/-80 - 63 +/-91.5 +/-89.6 +/-87.6 +/-85.8 +/-84.2 +/-82.7 +/-81.4 +/-80.3 +/-79.2 65 +/-90.3 +/-88.4 +/-86.3 +/-84.4 +/-82.7 +/-81.3 +/-79.9 +/-78.8 67 +/-89.3 +/-87.3 +/-85.1 +/-83.1 +/-81.4 +/-79.9 +P78.5 69 +/-88.3 +/-86.3 +/-84 +/-82 +/-80.2 +/-78.7 i 71 +/-87.5 +/-85.4 +/-83 +/-80:9 +/-79.1 73 +/-86.8 +/-84.6 4/-82.1 +/-80 +/-78.1 75 +/-86.3 +/-83.9 +/-81.4 +/-79.2 77 +/-85.8 +/-83.4 +/-80.7 79 +/-85.4. +/-82.9 +/-80.1 81 +/-85.1 +/-82.5 83 +/-84.9 85-7/8 +1-84.9 1)TIP-TO-TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE, 2)FOR.SIZES.NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. - 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. #29 US - FRAME I Y @ if 13/16"NOM. GLASS STACK 3/16"TEMPERED GLASS 3/16" _ _rcnnoc TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP EDGE EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, INSTALLATION OR FRAMING,SEE DISTANCE SEE TABLE 7,THIS SHEET TYPE C NOTE 2,THIS SHEET INSTALLATION EMBEDMENT TYPE A � � 1/4"MAX SEI EMBEDMENT SHIM TYP.ANCHOR TYPE,EMBEDMENT AND •.'•a a-.,'. ;, EDGE DISTANCE PER SUBSTRATE, - EDGE 6 SEE TABLE 7,THIS SHEET DISTANCE ----- �1/4"MAX------- % .. •a..•, ..,. . --- ---- ------- -- - -- -------- 1 _SHIM 12 USED FOR ALL SIDES OF •a 11 8 ARCHITECTURAL •� SHAPES @ 11-7/8" EXTERIOR 29 O.C.MAX. CONCRETE/CMU 4 PER ANCHOR VISIBLE LIGHT WIDTH= REQUIREMENT WINDOW BUCK WIDTH-2-3/4" WINDOW BUCK WIDTH — WINDOW EXTERIOR TIP-TO-TIP WINDOW WIDTH - BUCK HEIGHT a HORIZONTAL SECTION-, INSTALLATION TABLE 7: TIP-TO-TIP METHOD D Anchor Substrate WINDOW 1/4" HEIGHT VISIBLE MAX, Southern Pine(SG=( LIGHT SHIM #12 or#14 410 SS Screw Aluminum, 6063-T5 i HEIGHT= A36 Steel WINDOW Steel Stud, Gr. 33 n BUCK HEIGHT- 9 SouthernPine(SG=( 2-3/4" EXTERIOR #12 or#14 Steel Screw(G5) Aluminum,6063-751 A36 Steel STEEL SELF-DRILLING Steel Stud, Gr. 33 n SMS(G5),SEE TABLE Ungrouted CMU, (ASTN 7,THIS SHEET 1/4"410 SS CreteFlex .35 MIAMI-DADE APPROVED MULLION(SEE '� Concrete(min.Concrete(min. 3.85 OR STEEL STUD.SEE SUBSTRATE SEPERATE NOA),ALUMINUM,STEEL FRAMING 1/4 Steel Ultracon Concrete(min. 2.85 21 PROPERTIES,TABLE 7,THIS SHEET Ungrouted CMU, (ASTN — 6 114' Steel Ultracon+ Concrete(min. 3 k: Ungrouted CMU, ASTIR 7 5/16"Steel Ultracon Concrete(min. 3.51— _-•__._ _ �1/4"MAX SHIM Grouted CMU,_.(ASTM___ *MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE "UNGROUTED CMU"VALUES MAY BE USED FOR GROU' 1X WOOD BUCKSTRIP, ALL HEAD TYPES APPLICABLE. \ INSTALLATION NOTES: l� 1� CFF WnTF 7 THIC CNFFT --- - -��- --' TYP.-ANCHOR-TYPE- — ----_- --INSTALLATION- --- EDGE EMBEDMENT AND EDGE 2X WOOD DISTANCE DISTANCE PER SUBSTRATE, TYPE G OR FRAMMINGIND,,SEE NOTE 2,THIS SHEET SEE TABLE 8,THIS SHEET 1 EMBEDMENT SEE SHIM MAX TYP.ANCHOR TYPE,EMBEDMENT AND INSTALLATION EMBEDMENT SHIM EDGE DISTANCE PER SUBSTRATE, - TYPE E 6SEE TABLE 8,THIS SHEET EDGE °' " '• DISTANCE • '' ' �mj- ---- --- - L-1/4"MAX_ - - 2 SHIM • ' o:a 12 USED FOR ALL 11 SIDES OF 8 ARCHITECTURAL EXTERIOR EXTERIOR SHAPES Q 117/8" -a a '"' 4 29 O.C.MAX. •m. e �/ CONCRETE/CMU VISIBLE LIGHT WIDTH= WINDOW BUCK WIDTH-2-3/4" PER ANCHOR REQUIREMENT + WINDOW BUCK WIDTH — WINDOW HORIZONTAL SECTION BUCK INSTALLATION HEIGHT TYPE H 1/4" TABLE 8: MAX. Anchor Substrate SHIM VISIBLE Southern Pine(SG=( LIGHT Aluminum, 6063-T5 i HEIGHT= 9 #12 or#14 410 SS Screw A36 Steel WINDOW Steel Stud, Gr. 33 n BUCK EXTERIOR Southern Pine(SG=( HEIGHT- 2-3/4" �] STEEL SELF-DRILLING #12 or#14 Steel Screw(G5) Aluminum,6063=75 1 SMS(05),SEE TABLE A36 Steel 8,THIS SHEET Steel Stud, Gr. 33 n MIAMI-DADE APPROVED MULLION(SEE 1/4"410 SS CreteFlex Ungrouted CMU, (ASTN SEPERATE NOA),ALUMINUM,STEEL FRAMING Concrete(min. 3.35 OR STEEL STUD.SEE SUBSTRATE Concrete(min. 2.85 PROPERTIES,TABLE 8,THIS SHEET 114'Steel Ultracon Concrete(min. 2.85 21 Ungrouted CMU, (ASTN 6 1/4"Steel Ultracon+ Concrete(min. 3 k; TCRY Un routed CMU, ASTN 5/16"Steel Ultracon Concrete(min. 3.5 I 7 1/4"MAX SHIM Grouted CMU,.(ASTM -_ `MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE "UNGROUTED CMU"VALUES MAY BE USED FOR GROU- \ ` 1X WOOD BUCKSTRIP, INSTALLATION NOTES: ALL HEAD TYPES APPLICABLE. f� I� QCC hil1TC 7 Irum,CU==Ir P—TYP.ANCHOR TYPE, 2X_WaOD BUCKSTRI EMBEDMENT AND EDGE EMBEDMENT 9— OR FRAMING,SEE INSTALLATION DISTANCE PER SUBSTRATE, NOTE 2,THIS SHEET SEE TABLE 9,THIS SHEET TYPE J EDGE EDGE DISTANCE 1/4"MAX INSTALLATION DISTANCE SHIM TYPE 1 a OR FRAMING 2x We 2X WOOD BUCKSTRIP OF ,SEE NOTE 2,THIS SHEET ---1/4.'.'MAX - .- ._ - _- TYP.-ANCHORTYPE;EMBEDMENT AND NO TI 3 SHIM EDGE DISTANCE PER SUBSTRATE, 6 SEE TABLE 9,THIS SHEET 12 USED FOR ALL EMBEDMENT SIDES OF 8 ARCHITECTURAL EXTERIOR SHAPES @ 11-7/8" 29 O.C.MAX. 11 WINDOW INSTALLATION 4 BUCK HEIGHT TYPE L VISIBLE LIGHT WIDTH= ------ EXTERIOR 1/4„ WINDOW BUCK WIDTH-2-3/4" MAX WINDOW BUCK WIDTH SHIM HORIZONTAL SECTION E-E VISIBLE LIGHT HEIGHT= WINDOW 9W\\—SMS(G5),SEETABLE STEEL SELF-DRILLING BUCK HEIGHT- 9,THIS SHEET 2-3/4" TABLE 9: MIAMI-DADE APPROVED MULLION(SEE Anchor SEPERATE NOA),ALUMINUM,STEEL FRAMING 2-1/2"x .113" Box Nail South OR STEEL STUD.SEE SUBSTRATE 2-1/2"x .131" Common Nail Southi PROPERTIES,TABLE 9,THIS SHEET 2-1/2"x .145" Roofing Nail Southi South; 21 0.093"Al-- g 2X WOOD BUCKSTRIP #10 x 1" Steel Screw" OR FRAMING,SEE 11 NOTE 2,THIS SHEET 0.045" (18= )—� 1/4"MAX SHIM 'MIN.OF 3 THREADS BEYOND THE METAL SUBS INSTALLATION IKICTAI I ATInAf hInTCC- TYP.ANCHOR TYPE, _- I EDGE DISTANCE EMBEDMENT-AND-EDGE-- —` 2X.WOOD BUCKSTRIP DISTANCE PER SUBSTRATE, INSTALLATION TYPE M OR FRAMING,SEE SEE TABLE 7,THIS SHEET NOTE 2,THIS SHEET 74EMBEDMENT 1/4"SHIM MAX INSTALLATION _ �"—� EMBEDMENT MIM 1X WOOD BU TYPE M C O 2X WOOD BUCKSTRIP NOTE 2, OR FRAMING,SEE NOTE 2,THIS SHEET �1i4"MAX _ _TYP-..ANCHOR TYPE,-EMBEDMENT-AND - - --- --------- _ -3 ------- - -SHIM- - — - - - - EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10.,THIS SHEET 12 USED FOR ALL SIDES OF EDGE 8 ARCHITECTURAL DISTANCE EXTERIOR SHAPES @ 11-7/8" 1 (nonn 29 O.C.MAX. 11 INSTALLATION 4 `: WINDOW TYPE O BUCK VISIBLE LIGHT WIDTH= HEIGHT EXTERIOR 1/4" WINDOW BUCK WIDTH,2-3/4" MAX. WINDOW BUCK WIDTH SHIM HORIZONTAL SECTION G-G VISIBLE TABLE 10: LIGHT HEIGHT= 9 STEEL SELF-DRILLING Anchor Substrate WINDOW SMS(G5),SEE TABLE I Southern Pine(SG=0.55) BUCK 10,THIS SHEET Aluminum, 6063 T5 min. HEIGHT- #12 or#14 410 5S Screw A36 Steel 2-3/4" Steel Stud,Gr.33 min. MIAMI-DADE APPROVED MULLION(SEE Southern Pine(SG=0.55) SEPERATE NOA),ALUMINUM,STEEL FRAMING Aluminum, 6063 T5 min. OR STEEL STUD,SEE SUBSTRATE #12 or#14 Steel Screw(G5) A36 Steel PROPERTIES,TABLE 10,THIS SHEET Steel Stud, Gr.33 min. 1/4"410 SS CreteFlex Ungrouted CMU, (ASTM C-90) 21 TYP.ANCHOR TYPE, Concrete(min. 3.35 ksi) . 6 EMBEDMENT AND EDGE Concrete(min. 2.85 ksi) DISTANCE PER SUBSTRATE, 1/4"Steel Ultracon Concrete(min. 2.85 ksi) SEE TABLE 10',THIS SHEET Ungrouted CMU, AS-IM C-90 -- 7 �1/4"MAX SHIM Concrete(min. 3 ksi) 1/4"Steel Ultracon+ M _ Ungrouted CMU, ASTM C-90 5/16'Steel Ultracon Concrete(min. 3.5 ksi) Grouted CMU, (ASTM C-90) INSTALLATION TYPE NJ WOOD BUCKSTRIP, "MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. TABLE 11: Item. ` #- PG-T-Part#- Description-- — ---Material N 2.784" - -+— 2.784" .094 --�-I Ir-- .094" ---►a 1 4253C Flanged Frame Alum. 6063-T5 .074" 062" .074" 2 4285 Equal-leg Frame Alum. 6063-T5 1.375" -L 3 4256 Integral Fin Frame Alum. 6063-T5 1.875" .438" .500" .438" 4 4258 3/16" & 1/4" Glass Beading Alum. 6063-T5 1.000" 5 4254 1-16" I.G. Glass Beading Alum. 6063-T5 .500" �—��-- •osoi300°6" T-�� 6a 4270 Installation Fastener Coker Alum. 6063-T5 @FLANGE FRAME @EQUAL-LEG FRAI 6b 4224 Installation Fastener Coker _ __-_Rigid PVC_ �/ 7 4263 13/16" I.G. Glass Beading Alum. 6063-T5 8 4280 3/16" & 1/4" Glass Beadling forCurxes Alum. 6063-T5 1.236" �-- j..—. .346" t 1.037' 9 4269 I.G. Beading for Cures Alum. 6063-T5 .875" 875„ „ 10 70589C Gasket (at 900 comer joints) Polyethylene 875 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC, Duro. 65 +/-1 .050" —�-11+— .050" _050" 12 61308K Foam Beading Tape 3/16"&1/4" 11-1/16"I.G.GLASS INSTALLATION 1 1.3 Dow 791, 899, 983, 995 or GE 7700 Backbedding Silicone O GLASS BEADING O BEADING 6a FASTENER COVER O E 20 71652K Setting Block, Mono. 3/16"x 7/16" x 4" Neoprene, Duro. 85 +/-1 21 71704AK Setting Block, I.G. 3/16"x 1-3/32" x 4" Neoprene, Duro. 85 +%-1 HOT-MELT ALUM 29 76X114FP #6 x 1-1/4" FH SMS (Cured Beading) Stainless Steel SILICONE BUTYL REINFORCER STRUCTURAL 30 781 PQX #8 x 1" Quad PH SMS (Assembly) Stainless Steel POLYISO- 1/4"NOW 3/16"NOM. BUTYLENE WITH STRUCTURAL BUTYL 76 Kommerling Kodispace 4SG TIPS DESICCANT SILICONE DESICCAN' 76 Quanex Super Spacer nXT See this Sheet for FOAM WITH FOAI 77 Quanex Duraseal Spacer Materials EXT.GLASS DESICCANT EXT.GLASS- EXT.GLASS 78 Cardinal XL Edge Spacer INT.GLASS INT.GLASS KODISPACE SUPER SPACER® 75 4SG TPS 76 NXT TM ASSEMBLY DETAILS FOR ASSE FLANGE & EQUAL-LEG FRAMES. FOF ANGLED/CURVED FRAME ASSEMBLY 90°CORNER FRAME ASSEMBLY 90°CORNER 4d) __ . � - - FRAME�ASSEMBLY-y I 10 I I /iT //.I 10 I