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HomeMy WebLinkAboutPW7720NOA MIAMI•DADE MIAMI-DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/building PGT Industries,Inc. 1070 Technology Drive North 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 "PW7720A"Aluminum Fixed Window—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, 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 IMPACT RATING: Large and 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 revises NOA No. 18-0430.05 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. NOA No.20-0401.10 MIAMHaE COUNTY Expiration Date: February 19,2024 Approval Date:August 06,2020 7/28/20 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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-7720A.1, titled"Fixed Window Installation Guidelines", sheets 1 through 10 of 10, 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. 18-0430.05) 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, Duraseal® 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 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 16-0629.14) 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. (Submitted under NOA No. 13-0502.03) 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 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 a 07/31/03 respectively, a. ned and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.02) Manuel Perez,P.E. Product Control E i r NOA No.20 0401.10 Expiration Date: February 4 Approval Date:August 06,2020 E- 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC Ern Edition (2017),prepared by manufacturer, dated 04/19/18, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 18-0430.05) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayer" dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the 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. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 611 Edition (2017), dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 18-0430.05) 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. 18-0430.05) 3. Proposal No. 17-1508 issued by the Product Control Section, dated November 16, 2017, signed by Jorge Plasencia, P.E., Produ Control Unit Superviso (Submitted under NOA No. 18-0430.05) Manuel S0401.1 Product Control NOA No.Expiration Date: Februa Approval Date:August 06,2020 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) 4. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, P.E (Submitted under NOA No. 17-0614.11) 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. 17-0614.11) 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. 13-0502.03) 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. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 17-0614.11, issued to PGT Industries, Inc. for their Series "PW-701/720/820" Aluminum Fixed Window — L.M.I., approved on 10/12/17 and expiring on 02/19/19. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. MD-7720A.1, titled"Fixed Window Installation Guidelines", sheets 1 through 10 of 10, 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 Dowsil 791 and Dowsil 983 silicones,prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: "_7WV Manuel Perez,P. Product Control C0401.1) e NOA No.2Expiration Date: Februar4 Approval Date:August 06,2020 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED (CONTINUED) B. TESTS (CONTINUED) 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) dated 07/13/20, all signed and sealed by Idalmis Ortega, RE C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6tn Edition (2017),prepared by manufacturer, dated 04/19/18 and revised and updated to the FBC 7t' 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) 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" dated 05/09/19, expiring on 07/08/24. 2. Notice of Acceptance No. 18-0725.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas®XtraTM(SGXTM) Clear Glass Interlayer" dated 05/23/19, expiring on 05/23/24. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6t'Edition (2017) and the FBC 7t'Edition (2020), dated March 10, 2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial 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. 18-0430.05, issued to PGT Industries, Inc. for their Series "PW7720A"Aluminum Fixed Window—L.K I., approved on 08/23/1 d expiring on 02/19/24. Manuel Perez,P.E. Product Control Ex ' r NOA No.20 0401.10 Expiration Date: February ,2 Approval Date:August 0 ,2020 E-4 GENERAL NOTES: SERIES PW7720A IMPACT-RESISTANT FIXED WINDOW DESIGN PRESSURE RATING IMPACT RATING VARIES, LARGE&SMALL MISSILE 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE SEE SHEETS 2-5 IMPACT RESISTANCE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 49"TIP-TO-TIP WIDTH 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS 48"BUCK WIDTH 48"BUCK WIDTH 48"BUCK WIDTH REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ, 45-1/4"VISIBLE 45-114"VISIBLE 45-1/4"VISIBLE THE OUTBOARD LITE(CAP)MUST TEMPERED. LIGHT WIDTH LIGHT WIDTH LIGHT WIDTH 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY —`� 6-1/2"MAX. --�-{ 6"MAX. H,SHEET 9 2 MAX MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED B,SHEET 6 D,SHEET 7 FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 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 CONSIDERED 1X INSTALLATIONS. I WOOD BUCKS ARE OPTIONAL IF UNIT IS 4 I A 96" C E,SHEET 8 I E,G INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X SHEET 6 ' BUCK ZL17 ' 96 G,SHEET 9 ' E)UPDATED TO FBC 2020, ARE 1-1/2"THICK OR GREATER. 1X AND 2X BUCKS(WHEN USED)SHALL L —I ----- HEIGHT BUCK L cREVISED ANCHOR TYPE BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. ' — 'r HEIGHT y TABLE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY r I T 93-1/4" i _. 93-1/4" OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). / VISIBLE `� JR-03/11/20 12"MAX. VISIBLE 12"MAX. 93-1/4" 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL O.C. LIGHT O.C. VISIBLE LIGHT DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT. HEIGHT ' LIGHT ' HEIGHT T / TI / HEIGHT I / Y LL! NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE 97" 96" M FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL TIP-TO BUCK N U) nab SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF I TIP I 5"MAX. I HEIGHT �- INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE ' HEIGHT ' O.C. ' f O r- OF THESE INSTRUCTIONS. ti U) a}oQ O Q N Q_ O 6)MAX. 1/4"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE I I I I OJ M W r- THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE O O Z /a p OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS, I I Z lL � J 1MDJ0 c MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED L_ m_B—+�-� ��— 12"MAX.O.C. 6 Lam►D—■^ �— 12"MAX.O.C. F,H = LLj W C 2"MAX. C) p ON THEM BY THE WINDOW. 6-1/2"MAX. MAX. 5"MAX.O.C. FW-- z 00 :D 'ON 7)DESIGN PRESSURES: TYP. FLANGED FRAME TYP. EQUAL-LEG FRAME TYP. FIN FRAME O j z z oma A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST ELEVATION ELEVATION ELEVATION d Q O O rn O PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. z H B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, F_ j 0O STRUCTURAL/CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS > PER ASTM El300. FIGURE 1: C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. GUIDE TO SHEETS: 12"O.C. SHAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK I j MAX. AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. ® W off$ }aays 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO GENERAL NOTES........................ 1 ANCHOR SPACING TO BE 6"MAX.FROM CORNERS AND 12"O.C.MAX.FOR ALL CURVED FRAME N Z fn ELEVATIONS................................ 1 MEMBERS,SEE FIGURE 1,THIS SHEET. � (- RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN F- PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN GLAZING DETAILS....................... 2-5 Z O o Z THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS DESIGN PRESSURES.................. 2-5 12"O.C. --WIDTH--*-� (�- WIDTH -�{ ��-WIDTH--�� �� WIDTH �^{ 0 O z 100S USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT INSTALLATION, FLANGE............. 6 MAX. r — — — — — — -� — — — -� F- —r — — -� Z J Q COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL INSTALLATION, EQUAL-LEG.......7 U W O INSTALLATION,INT.FIN A...........8 �- � � � � � � � r MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR = _ = w Z CORROSION RESISTANCE. INSTALLATION, INT.FIN B...........9 / w ( I w I w �/ w x w CORNER ASSEMBLY...................10 � 9 REFERENCES:TEST REPORTS FTL-3835,3850,7212&18-7763;ELCO EXTRUSION PROFILES................10 6 _ _ 1 1 _ 1 l_ (D D- MAX. i alpl 'asap sauas ULTRACON NOA;DEWALT ULTRACON+NOA;DEWALT/ELCO PARTS LIST..............:....................10 L L_ _l L — J CRETEFLEX NOA;ANSI/AF&PA NDS FOR WOOD CONSTRUCTION WIDTH -�-� �-�-WIDTH-+-� WIDTH -� {-�- WIDTH -�-� y AND ALUMINUM DESIGN MANUAL. — — f✓ TABLE 1; �r- — — � r- — — -1 T OLJ � �\N� L�`!l�'Ai10)THE 7720A SERIES WAS FORMERLY CALLED THE 7201820 SERIES. TypeDescription Sheet I ICODES/STANDARDS USED: # # �/ 0 1 7/16"Lami(3/16"An-.090" PVB-3/16" HS) 2 w w w w • 2020 FLORIDA BUILDING CODE(FBC),7TH EDITION _ _ _ No. 53705• 2017 FLORIDA BUILDING CODE(FBC),6TH EDITION2 7/16" Lami(3/16' HS-.090"PVB-3/16"HS) 3 3 1-1l16"Lami. IG(3/16"T-7/16"Air-3/16"An-.090"PVB-3/16"HS) 2 L — — J • ASTM E1300-09 4 1-1/16"Lami. IG(3/16"T-7/16"Air-3/16"HS-.090"PVB-3/16"HS) 3 _ O • ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION WIDTH -+- I� WIDTH WIDTH -•-{ (+ WIDTH -►� = 7X'F 5 7/16"Lami(3/16"An-.090"SG-3/16"An) 4 �'_ _ _ _• ALUMINUM DESIGN MANUAL,ADM-2015 — — — — — r — — — r — — 1 r � . 6 7/16"Lami(3/16"HS-.090"SG-3/16"HS) 5 r T r • AISI S100-16 I T i 7 1-1/16"Lami. IG(3/16"T-7/16"Air-3/16"An-.090"SG-3/16"An) 4 F- ' i- Cg 1 • AISC 360-16 = _ _ _ 8 1-1/16"Lami. IG(3/16"T-7/16"Air-3/16"HS-.090"SG-3/16"HS) 5 2 0 I O I �/ I THIS SYSTEM HAS BEEN TESTED TO MEET THE 400 FT-LB "SG"="KURARAY SENTRYGLAS®INTERLAYER"BY KURARAY AMERICA,INC. _ = I = I I = KINETIC ENERGY IMPACT LOADING REQUIREMENTS OF "PVB"="KURARAY TROSIFOL® PVB INTERLAYER"BY KURARAY AMERICA,INC. A.LYNN MILLER,P.E. ANSI Z97.1 WHEN USING GLASS TYPES 6 OR 8. P.E.#58705 TABLE 2: Window Design Pressure(+/_, psf)for Glass Type 1 Long Side,Ti to Ti in 7/16"LAMINATED I 68-7/8 73 77 81 85 89 93 97 101 105 110-1/2 GLASS STACK 31 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +l-80 +/-80 33 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 .090"PVB INTERLAYER 35 +/-80 +/-80 +/-80 +/-80 +l-80 +/-80 +/-80 +/-80 +/-80 +/-79.8 +l-79.4 3/16"HEAT STRENGTHENED GLASS 37 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-79.7 +/-77.2 +/-75.1 +/-73.4 +/-72.2 3/16"ANNEALED GLASS 39 +/-80 +/-80 +/-80 +/-80 +/-80 +/-78.1 +/-75.2 +/-72.5 +/-70.3 +/-68.5 +/-66.3 = 41 +/-80 +1-80 +/-80 +/-79.8 +/-77.2 +/-74.3 +/-71.3 +/-67.9 +/-65.1 +l-63.4 +/-61.6 4 11 43 +/-80 +/-80 +/-80 +/-77.4 +1-74.3 +/-71.3 +/-68.2 +/-64.7 +/-61.6 +1-59.8 +/-58.2 CL E_ 45 +/-80 +/-80 +/-78.9 +/-75.4 +/-72.1 +/-68.9 +/-65.6 +/-62.2 +l-59.7 +/-57.5 47 +/-80 +/-80 +/-77.2 +/-73.6 +/-70.1 +/-66.8 +/-63.5 +/-60.3 +1-57.7 5/8" I-.- LONG SIDE n 49 +/-80 +/-79.3 +/-75.6 +/-71.9 +/-68.3 +/-64.9 +/-61.5 +/-58.2 GLASS BITE i= 51 +/-80 +/-77.5 +/-74.1 +/-70.3 +/-66.7 +/-63.1 +/-59.7 1-3 05 53 +/-79.1 +/-75.6 +/-72.4 +/-68.8 +/-65.1 +/-61.5 � SHORT 0 55 +/-77.4 +l-73.8 +/-70.5 +/-67.3 +/-63.5 EXTERIOR "' SIDE E) NO CHANGES THIS SHEET. c/) 57 +/-75.8 +/-72 +/-68.6 +/-65.3 20 13 59 +/-74.2 +/-70.3 +/-66.8 a y JR-03/11/20 61 +/-72.7 +/-68Y +/-65 >' 63 +/-71.2 +/-67.1 GLASS TYPE 1 a 65 +/-69.7 +/-65.5 LONG SIDE 67 +/-68.3 I-®- -►{ 68-7/8 +/-67 LU 1)TIP-TO-TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN SHORT W N a THE TABLE TO DETERMINE THE WINDOW SIZE. SIDE ?> 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 0 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. N a}°p 0 N TABLE DIMENSIONS MAY BE cry) W TABLE 3: ORIENTED VERTICALLY OR p _j oo Z °MD o p HORIZONTALLY AS SHOWN. _ co W Window Design Pressure(+/-, psf) for Glass Type 3 0 U Ld o p Long Side,Tip to Tip(in) Z t _ °N 1-1/16"NOW L� C) 9MO 68 718 73 77 81 85 89 93 97 101 105 110-1/2 7/16"LAMINATED o � 31 GLASS STACK �I / C) Z o +/-80 +1-80 +/-80 +/-80 +/-80 +1-80 +1-80 +1-80 +/-80 +/-80 +/-80 I GLASS STACK o Z rn O_ r' 33 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 W 3/16"HEAT LL 35 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-W +/-W d J 0 STRENGTHENED GLASS J 37 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/_80 +/-80 +1_80 3/16"TEMPERED GLASS J ¢ cV 39 +/-80 +1-80 +1-80 +/-80 +/-80 +/-80 +1-80 +1-80 +/-79.4 +1-76A +1-74.3 3/16"ANNEALED GLASS < H 41 +1-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-76.7 +/-73.5 +/-70.9 +/-69 7/16"AIR SPACE .090"PVB SHORT ® cD 07 W ;aa4S 43 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +1-77 +1-73.1 +/-69.6 +/-66.9 +/-65.2 INTERLAYER SIDE rn Z j P 45 +1-80 +/-80 +/-80 +/-80 +/-80 +/-77.8 +/-74.1 +/-70.3 +1-6T5 +1-63.9 11 ! �J i­- 0 47 +1-80 +/-80 +/-80 +1-80 +/-79.2 +/-75.4 +/-71.7 +1-68.1 +1-65.1 Z 0 co Z Q 49 +1-80 +1-80 +1-80 +/-80 +/-77.2 +1-73.3 +1-625 +/-65.8 5 0 ry al"s i elf - 6 51 +1-80 +1-80 +1-80 +1-79.4 +/-75.3 +/-71.3 +/-67.5 5/8, Z_ a 53 +1-80 +/-80 +/-80 +1-7T7 +/-73.5 +/-69.5 GLASS BITE LONG U Z C) 04 55 +/-80 +/-80 +/-79.6 +/-76 +/-71.8 1-3 SIDE w 57 +/-80 +/-80 +/-77.5 +/-73.8 X W 59 +1-80 +/-79A +/-75 4 EXTERIOR 61 +/-80 +1-7T6 +/-73.5 d 75a 21 13 al;11 -asap Isapas 63 +/-80 +/-75.8 65 +/-78.8 +/-74 67 +/77.2 GLASS TYPE 3 09 ,� ` �0 68 7!8 +1-74.9 �l SHORT .,�. ,p ..... � �,�1,,,,' i 1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN SIDE , .• ty!Gf THE TABLE TO DETERMINE THE WINDOW SIZE. .' 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. a 7o. 53705 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS p I COMPLETELY FIT WITHIN. CC ' �IF o �, tip � •..... ° 1,�^�4S Jlf�dj 1VAL1 A.LYNN MILLER,P.E. P.E.#58705 TABLE 4: Window Design Pressure (+f-, psf)for Glass Types 2 &4 Long Side,Tip to Tip(in) 68-7/8 73 77 81 85 89 93 97 101 105 110-1/2 113 117 121 125 129 133 137 141 145 31 +/-80 +/-80 +/-80 +1-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 33 +/-80 +1-80 +/-80 +1-80 +/-80 +1-80 +/-80 +/-80 +/-80 +1-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +1-80 35 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 37 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 39 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 41 +/-80 +1-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 43 +/-80 +/-80 +1-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 Q 45 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +1-80 t-= 47 +1-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 O- 49 +/-80 +/-80 +/-80 +1-80 +1-80 +1-80 +/-80 +/-80 E- 51 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 E) NO CHANGES THIS SHEET. 53 +1-80 +/-80 +/-80 +/-80 +/-80 +/-79.1 55 +/-80 +/-80 +/-80 +1-80 +/-78-6 a ° JR-03/11/20 57 +/-80 +/-80 +/-80 +/-79-1 y 59 +/-80 +/-80 +/-80 61 +/-80 +/-80 +1-79.3 63 +/-80 +1-80 65 +/-80 +/-80 67 +/-80 M Y W 68 7/8 +1-80 > N naa 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. 'I 00 `- 3)FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. Imo. a}op Q O pU) J c1r) W ti O -j o Z 40 p Z LL � J umoaQ = W W UU o 0 LU Z 00 Z) 'ON 1-1/16"NOM. TABLE DIMENSIONS MAY BE o > N ^ z OMa GLASS STACK ORIENTED VERTICALLY OR 7/16"LAMINATED 7/16"LAMINATED C Z 0) O O GLASS STACK GLASS STACK HORIZONTALLY AS SHOWN. Q W LL O 3/16"HEAT STRENGTHENED GLASS LONG 1 00 3/16"HEAT M 090"PVB INTERLAYER 3/16"TEMPERED GLASS ® 3/16"HEAT STRENGTHENED GLASS / SIDE -j < I-®— LONG SIDE / as 3/16"HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16"AIR SPACE .090"PVB INTERLAYER / ® N Z $ 45 4 11 11 SHORT V S' U SIDE p O W Z 5 SHORT Z a 0100S 5/8" 5/8" SIDE GLASS BITE GLASS BITE cn Z N 1-3 1-3 W ~ X W EXTERIOR EXTERIOR I-� LONG SIDE —� LL � d 20 13 saa 21 13 a/}(1 asaQ sauas GLASS TYPE 2 GLASS TYPE 4 SHORT LONG SIDE SIDE ,e d SHORT Z SIDE zo- L �l�+P? IiS91s`t A.LYNN MILLER,P.E. P.E.#58705 TABLE 5: Window Design Pressure(+/-,psf)for Glass Type 5 Long Side,Tip to Tip(in) 7/16"LAMINATED 68-7/8 73 77 78-3/4 81 85 89 93 97 101 105 109 110-1/2 GLASS STACK 37 +90/-130 +901-127.5 +90/-123.5 +90/-121.7 +90/-119.8 +90/-116.5 +90/-113.5 +90/-111 +90/-108.5 +90/-106.3 +90/-104.5 +90/-104.5 +90/-104.5 39 +90/-126.1 +901-120 +90/-114.5 +90/-112.9 +90/-111 +90/-107.5 +90/-104.5 +90/-101.7 +90/-99.5 +90/-97.7 +901-96.1 +90/-94.6 +90/-94.1 .090"SG INTERLAYER 41 +90/-120.1 +90/-113.5 +90/-107.3 +901-105.2 +90/-103 +901-100.5 +90/-97.8 +90/-94.9 +90/-92 +l-89.6 +/-88 +/-86.5 +/-86 3/16"ANNEALED GLASS 43 +90/-114.4 +90/-107.5 +90/-102.5 +90/-100.7 +90/-98.6 +90/-95.2 +901-92.2 +/-89.1 +/-85.8 +/-83 +/-81.4 +/-80.4 +/-80.1 3/16"ANNEALED GLASS 45 +90/-108.7 +90/-102.5 +90/-98.8 +90/-97.1 +90/-94.9 +90/-91 +/-87.3 +/-84.1 +/-81.7 +/-79.7 +/-77.8 +/-76.1 +/-75.6 47 +90/-104.4 +90/-99.8 +90/-95.7 +90/-93.9 +90/-91.6 +/-87.5 +/-83.6 +l-81 +/-78.9 +/-76.7 +/-74.7 +/-72.7 +/-72 Q 49 +90/-101.1 +90/-97 +90/-92.8 +90/-90.9 +/-88.5 +/-84.3 +/-81.2 +/-78.5 +/-76.1 +/-73.9 +/-71.7 +/-69.6 +/-68.9 4 11 1= 51 +90/-98.1 +90/-94.1 +90/-90;1 +/-88.2 +/-85.7 +/-82 +/-79.1 +/-76.3 +/-73.6 +/-71.2 +/-68.9 +/-66.8 +/-65.9 53 +90/-95.3 +90/-91.1 +/-87.4 +/-85.6 +/-83.3 +1-80 +/-77 +/-74.1 +/-71.3 +/-68.7 +/-66.3 +/-64 +/-63.2 n 55 +90/-92.5 +/-88.2 +/-84.3 +/-82.9 +/-81.4 +/-78.1 +/-74.9 +/-71.9 +/-69.1 +/-66.4 +/-63.9 +/-61.8 +/-61.2 5/8" i= $; 57 +/-89.8 +1-85.3 +/-81.8 +l-80.6 +/-79 +/-76.2 +/-73 +/-69.9 +(-66.9 +/-64.1 +(-61.9 +/-60.1 GLASS BITE (�- LONG SIDE 59 +/-87.1 +/-82.8 +/-79.7 +/-78.4 +/-76.8 +/-74 +/-71.1 +/-67.9 +1-64.8 +/-62.2 +/-60.3 r 61 +/-84.6 +/-80.8 +/-77.6 +/-76.2 +/-74.6 +/-71.7 +/-69 +/-65.9 +/-62.8 +/-60.8 L 63 +/-82.5 +l-78.9 +/-74.6 +/-73.2 +/-71.4 +/-68.4 +/-65.5 +/-6Z9 +/-60.9 r N 65 +/-80.7 +/-77 +/-73.6 +1-72.2 +/-70.4 +1-67.3 +/-64.4 +/-62 EXTERIOR SHORT NO CHANGES THIS SHEET. 67 +/-79 +/-75.3 +/-71.7 +/-70.2 +/-68.4 +/-65.2 +/-62.4 20 1 3 SIDE E) 68-716 +1-77.3 +/-73.6 +/-70 +/-68.5 +/-66.6 +/-63.3 +/-61.1 73 +/-73.6 +/-70.2 +/-66.5 +/-64.8 +/-62.9 +1-60.5 •° JR-03/11/20 77 +/_70 +/-66.5 +/-63.2 +/-61.s GLASS TYPE 5 > 78-3/4 +/-68.5 +/-64.8 +/-61.9 +/-60.9 cr 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. Imo- LONG SIDE -•-) 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 co Y W COMPLETELY FIT WITHIN. SHORT ; N U) nab SIDE o U > a}oQ O C) C� CV W CV TABLE DIMENSIONS MAY BE m W TABLE 6: ORIENTED VERTICALLY OR O -1 O Z p HORIZONTALLY AS SHOWN. Z u' (Oo UMD,yea Window Design Pressure(+/-,psf)for Glass Type 7 7- w W W Long Side(in) W U 000 ° 68-7/8 73 77 78-3/4 81 85 89 93 97 101 105 109 110-1/2 I_ Z 0 � N 1-1/16"NOM. W .-. 0 9MQ 31 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90l-130 +90/-130 0 33 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 GLASS STACK 7/16"LAMINATED > O M O 35 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 GLASS STACK / r Z `. 07 LL 37 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-128.3 +90/-125.4 +90/-122.6 +90/-120.1 +90l-118.1 +90/-118.1 +90/-118.1 W 39 +90/-130 +90/-130 +90/-129.4 +90/-127.5 +90/-125.4 +90/-121.5 +901-118.1 +90/-114.9 +90/-112.5 +901-110.4 +90/-108.6 +90/-106.9 +90/-106.3 3/16"ANNEALED GLASS J --1 3/16"TEMPERED GLASS J m `q 41 +90/-130 +90/-128.3 +90/-121.2 +90/-118.9 +90/-116.4 +90/-113.6 +90/-110.5 +90/-107.2 +90/-103.9 +90/-101.3 +90/-99.4 +90/-97.7 +90/-97.1 3/16"ANNEALED GLASS Q Q 43 +90/-129.3 +90/-121.5 +90/-115.8 +90/-113.8 +90/-111.4 +90/-107.5 +90/-104.2 +90/-100.6 +90/-97 +90/-93.8 +90/-92 +90/-90.9 +90/-90.5 1- 45 +90/-122.9 +90/-115.8 +90/-111.6 +90/-109.7 +90/-107.3 +90/-10Z8 +90/-98.7 +90/-95 +90/-92.3 +90/-90.1 +/-87.9 +80/-85.9 +80/-85.4 7/16"AIR SPACE .090"SG INTERLAYER SHORT I- �p W laays 47 +90/-118 +90/-112.7 +90/-108.1 +90/-106.1 +90/-103.5 +90/-98.8 +90/-94.4 +90/-91.5 +/-89.1 +/-86,7 +80/-84A +801-82.1 +80/-81.3 111 SIDE f ® N Z Of 49 +90/-114.2 +90/-109.6 +90/-104.8 +90/-102.7 +90/-100 +90/-95.3 +90/-91.8 +1-88.7 +/-86 +80/-83.5 +80/-81 +/-78.7 +/-77.8 11 °' - � 07 as 51 +90/-110.9 +90/-106.3 +901-101.8 +90/-99.6 +90/-96.9 +901-92.7 +/-89.3 +/-86.2 +801-83.2 +80/-80.5 +/-7T9 +/-75.4 +/-74.5 Z (n Z vn 53 +90/-107.7 +90/-102.9 +90/-98.7 +90/-96.7 +90/-94.1 +90/-90.4 +/-87 +80/-83.7 +80/-80.6 +/-77.7 +/-74.9 +/-72.3 +1-71.4 p 0 W e 55 +901-104.5 +90/-99.6 +90/-95.3 +90/-93.7 +90/-91.9 +/-88.3 +80/-84.6 +80/-81.3 +/-78.1 +/-75.1 +/-72.2 +/-69.8 +/-69.1 5 E- �' alD7S 57 +90/-101.5 +90/-96.4 +90/-92.5 +90/-91 +/-89.3 +80/-86.1 +80/-82.4 +/-78.9 +/-75.6 +/-72.5 +1-69.9 +/-67.9 5/8" W Z CL 59 +90l-98.5 +90/-93.5 +/-90 +/-88.5 +80/-86.8 +80/-83.6 +80/-80.3 +/-76.7 +/-73.3 +/-70.3 +/-68.2 GLASS BITE LONG P � Z N 61 +90/-95.6 +90/-91.3 +/-87.7 +80/-86.2 +80/-84.3 +80/-81 +/-77.9 +/-74.5 +/-71 +/-68.7 1-2 63 +90/-92.2 +/-88.1 +80/-84.3 +801-82.7 +80/-80.7 +/-77.3 +/-74 +/-71 +/-68.8 SIDE w W 65 +90/-91.2 +/-87 +80/-83.2 +801-81.6 +/-79.6 +/-76.1 +/-72.8 +/-70 I X W 67 +/-89.3 +80/-85 +80/-81 +/-79.4 +/-77.3 +/-73.7 +/-70.5 EXTERIOR I LL 0 a 68-7/8 +/-87.3 +801-83.2 +1-79.1 +/-77.4 +/-75.2 +/-71.6 +/-69 7178 21 13 a1l)1 '°sa4 sauas 73 +80/-83.2 +/-79.4 +/-75.1 +/-73.2 +/-71 +/-68.4 77 +/-79.1 +/-75.1 +/-71.4 +/-69.9 GLASS TYPE 7 78-3/4 +/-77.4 +/-73.2 +/-69.9 +/-68.8 1)TIP-TO-TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION IN THE it SHORT 'l z TABLE TO DETERMINE THE WINDOW SIZE. --I SIDE 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. '•' °"OA 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. _ )R5ti 0 , i !r r-;IraP• a 1l1!11 t, ,w1\ A.LYNN MILLER,P.E. P.E.#58705 TABLE 7: Window Design Pressure (+/-, psf)for Glass Types 6 &8 Long Side,Tip to Tip(in) 68-7/8 73 77 78-3/4 81 85 89 93 97 101 105 109 110-1/2 113 117 121 125 129 137 145 31 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 33 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 35 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +80/-110 +80/-110 37 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +80/-110 +80/-110 39 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +80/-110 +80/-110 +80/-110 +80/-110 41 +90/-130 +901-130 +90/-130 +90/-130 +g0/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 43 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 45 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 g 47 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 ~ 49 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 2 51 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +89.4/-128. +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 1=n 53 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +88.8/-128.1 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 55 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +88.81-128.1 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 E) NO CHANGES THIS SHEET. 57 +90/-130 +90/-130 +90/-130 +90/-130 +89.4/-129 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 c 0 59 +90/-130 +90/-130 +90/-130 +89.5/-129.1 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 O JR-03/11/20 can 61 +90/-130 +90/-130 +89.6/-129. +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 63 +90/-130 +90/-130 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 65 +90/-130 +90/-130 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 67 +90/-130 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 68-7/8 +90/-130 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 73 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 W Y W 77 +80/-110 +80/-110 +80/-110 +80/-110 > N "a21 78-3/4 +80/-110 +80/-110 1 +80/-110 +80/-110 _ 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. L U) Q 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. } ti a;°o O O 3)FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. O 'T W cn OJ 0 Z X IJ Z ^ (.0 J L1MDJ4 C = W — W G UUo H :2 � ON TABLE DIMENSIONS MAY BE o W ^ CO 0Ma ORIENTED VERTICALLY OR p d 1-1/16"NOM. HORIZONTALLY AS SHOWN. �' Z `' 7/16"LAMINATED GLASS STACK 7/16"LAMINATED J J O GLASS STACK GLASS STACK LONG Q SIDE Q 3/16"HEAT STRENGTHENED GLASS I LONG SIDEI- 090"SG INTERLAYER 3/16"TEMPERED GLASS ® 3/16"HEAT STRENGTHENED GLASS ® m Z �aa4S 3/16"HEAT _ 3/16"HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16"AIR SPACE .090"SG INTERLAYER SHORT � � (A F— 11 .SIDE / o O U) Z 4 11 / SHORT F- Z 5 SIDE .>j Z O 518" 5/8" GLASS BITE GLASS BITE WCC x C LONG SIDE Li —�-I s � d EXTERIOR EXTERIOR al}il osaa sauaS 20 13 75-78 21 13 SHORT LONG SIDE SIDE tt `I `; GLASS TYPE 6 GLASS TYPE 8 5. aNa, 58705 SHORT j ey SIDE a `7Aa� l t� .`� I v= � b J1/dtti ! t1��\ A.LYNN MILLER,P.E. P.E.#58705 TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP EDGE EMBEDMENT AND EDGE INSTALLATION INSTALLATION OR FRAMING,SEE DISTANCE DISTANCE PER SUBSTRATE, TYPE C TYPE B EMBEDMENT NOTE 2,THIS SHEET SEE TABLE 8,THIS SHEET INSTALLATION EMBEDMENT 1X WOOD BUCKSTRIP, °. 1/4"MAX SEE NOTE 2,THIS SHEET TYPE A C—� EMBEDMENT SHIM ", 8 TYP.ANCHOR TYPE,EMBEDMENT AND , EDGE • .a <. .� EDGE DISTANCE PER SUBSTRATE, `a DISTANCE EDGE SEE TABLE 8,THIS SHEET DISTANCE * 6 �114"MAX a 1 SHIM d , e 12 USED FOR ALL E) REVISED ANCHOR TYPE SIDES OF 8 ARCHITECTURAL 11 — TABLE, UPDATED MATERIAL y PROP. TABLE. SHAPES @ 11-7/8" •� EXTERIOR 29 O.C.MAX. °. CONCRETE/CMU 4 PER ANCHOR VISIBLE LIGHT WIDTH= 5 JR-03/11/20 REQUIREMENT WINDOW BUCK WIDTH-2-3/4" WINDOW BUCK WIDTH CONCRETE/CMU M Y W WINDOW EXTERIOR PER ANCHOR N -Aab BUCK TIP-TO-TIP WINDOW WIDTH REQUIREMENT HEIGHT of HORIZONTAL SECTION A-A `� o INSTALLATION >- � a}o0 p ¢o TIP-TO-TIP METHOD D U 04 N WINDOW TABLE 8: ,t LU ti HEIGHT VISIBLE 1/4 Min. Edge Max O.C. _I ch W I; Anchor Substrate Min.Embedment _t O Z 48 MAX. Distance Spacing O � O � LIGHT SHIM SouthernPine(SG=0.55) 9/16" 1-3/8" 12" Z CD � HEIGHT= Aluminum,6063-T5 min. 3/8'. 0,063"* 12" a: LLI - W UMDJQ W #12 or#14 410 SS Screw C) U O WINDOW A36 Steel 3/8" 0.063"* 12" W — O 'ON BUCK 9 Steel Stud,Gr.33 min. 3/8" 0.045"(18 Ga)* 12" W C0 SMa HEIGHT- Southern Pine(SG=0.55) 9116" 1-3/8" 12" 00 Z 2-3/4" Aluminum,6063-T5 min. 3/8" 0.063"* 12" O � O EXTERIOR #12 or#14 Steel Screw(G5) 0 Z O A36 Steel 3/8" 0.063"* 12" STEEL SELF-DRILLING Steel Stud,Gr.33 min. 3/8" 0.045"(18 Ga)* 12" Q SMS(G5),SEE TABLE Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" 12" co8,THIS SHEET 1/4"410 SS CreteFlex —j O Concrete(min.3.35 ksi) 1" 1-3/4" 12" Q MIAMI-DADE APPROVED MULLION(SEE Concrete(min.2.85 ksi) ill 1-3/4" 12" (.0 W }aays 1/4"Steel Ultracon Concrete(min.2,85 ksi) 2-1/2" 1-3/8" 12" ® N Z Q SEPERATE NOA),ALUMINUM,STEEL FRAMING rn _ . I Un routed CMU,(ASTM C-90 2-1/2" 1-1/4" 12" cv J Cn OR STEEL STUD.SEE SUBSTRATE � 3 ksi) 1-3/16" 1-3/8" 12" 21 PROPERTIES,TABLE 8,THIS SHEET 1!4"Steel Ultracon+ Concrete(min. Z Z Un routed CMU,(ASTM C-90) 1-1/2" 1-1/4" 12" _O .3.5 ksi) 1-1/4" 1-3/4" 12 H C) U) aIDDS 5116"Steel Ultracon Z Z Grouted CMU,(ASTM G90) 2-1/2" 1-3l4" 12" � — Q 5 ;1 *MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. CW`� O 1/4"MAX SHIM "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. O 0 Z ALL HEAD TYPES APPLICABLE. X U_ ILL I WOOD BUCKSTRIP, INSTALLATION NOTES: at}11 asap sauas SEE NOTE 2,THIS SHEET • ° 1. USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND Material Min. Fy Min. Fu EDGE DISTANCE LIMITS. a Steel Screw 92 ksi 120 ksi EMBEDMENT • CONCRETE PER 410 Screw 90 ksi 110 ksi • , ANCHOR 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL a REQUIREMENT THICKNESS IS LESS THAN 1-1/2". IX WOOD BUCKS ARE OPTIONAL IF UNIT CAN Elco UltraCon@ 155 ksi 177 ksi b BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 1/4" DeWalt Ultracon+@ 148 ksi 164 ksi `_ 41 No. ,,L.r O5 r a a "2X"ARE 1-1/2"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF �- — — WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY 410 SS Elco/Dewalt CreteFlex@ 127.4 ksi 189.7 ksi - <EDGE TYP.ANCHOR TYPE,EMBEDMENT AUTHORITY HAVING JURISDICTION. 6063-T5 Aluminum 16 ksi 22 ksi ) ! / INSTALLATION DISTANCE �kOF TYPE B AND EDGE DISTANCE PER A36 Steel 36 ksi 58 ksi STATE SUBSTRATE,SEE TABLE 8,THIS SHEET 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A Gr. 33 Steel Stud 33 ksi 45 ksi ,P •• l GPti .• 10\\ VERTICAL SECTION B-B SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.#58705 TYP.ANCHOR TYPE, INSTALLATION INSTALLATION EDGE EMBEDMENTAND EDGE TYPE G TYPE F 2X WOOD BUCKSTRIP DISTANCE DISTANCE PER SUBSTRATE, OR FRAMING,SEE SEE TABLE 9,THIS SHEET EMBEDMENT NOTE 2,THIS SHEET 1X WOODBUCKSTRIP, EMBEDMENT SEE NOTE 2,THIS SHEET INSTALLATION �—� �' 1/4"MAX �p ANCHOR TYPE,EMBEDMENTAND ° a EMBEDMENT SHIM 8 TYPE E EDGE DISTANCE PER SUBSTRATE, ° EDGE EDGE .a ° 6 SEE TABLE 9,THIS SHEET a° • DISTANCE DISTANCE " d a o °n L1/4"MAX 2 2 SHIM ° v 12 USED FOR ALL . ° E) REVISED ANCHOR TYPE SIDES OF TABLE, UPDATED MATERIAL EXTERIOR ° 8 ARCHITECTURAL m EXTERIOR PROP. TABLE. SHAPES @ 11-7/8" 11 ° , . 29 4 � O.C.MAX. VISIBLE LIGHT WIDTH= 5 ° CONCRETE/CMU WINDOW BUCK WIDTH-2-3/4" ° ° PER ANCHOR JR-03/11/20 REQUIREMENT WINDOW BUCK WIDTH CONCRETE/CMU C m Y W WINDOW HORIZONTAL SECTION C-C PER ANCHOR W N ^aa BUCK INSTALLATION HEIGHT TYPE H REQUIREMENT ry Q O TABLE 9: LO to 1/4" Min.Edge Max O.C. >- 1- a}op 0 N Anchor Substrate Min. Embedment C� CV MAX. Distance Spacing O d (q N SHIM Southem Pine(SG=0.55) 9/16" 1-3/8" 12" _I M W t; VISIBLE #12 or#14 410 SS Screw Aluminum,6063-T5 min. 3/8" 0.063"* 12" O LJL. O Z Umo� 0 LIGHT A36 Steel 3/8" 0.063"* 12" = W W C HEIGHT= iw Steel Stud,Gr.33 min. 3/8" 0.045"(18 Ga * 12" C) ' WINDOW Southern Pine(SG=0.55) 9/16" 1-3/8" 12" W U cu ON BUCK Aluminum,6063-T5 min. 3/8" 0.063"* 12" F_ Z d' C0 HMO HEIGHT- E #12 or#14 Steel Screw(G5) A36 Steel 3/8" 0.063"* 12" O LL1 2-3/4" TEEL SELF-DRILLING Steel Stud,Gr.33 min. 3/8" 0.045"(18 Ga)* 12" O > rn O MS(G5),SEE TABLE Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" 1z' Z ,. � ,THIS SHEET 1/4"410 SS CreteFlex Z Concrete(min.3.35 ksi) 1" 1-3/4" 12" J O O MIAMI-DADE APPROVED MULLION(SEE Concrete(min.2.85 ksi) V 1-3/4" 12" _I p r SEPERATE NOA),ALUMINUM,STEEL FRAMING 1/4"Steel Ultracon Concrete(min.2.85 ksi) 2-1/2" 1-3/8" 12" H J OR STEEL STUD.SEE SUBSTRATE Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 12" rn to _I }aayS Concrete(min.3 ksi) 1-3/16" 1-3l8" 12" N Z Q PROPERTIES,TABLE 9,THIS SHEET 1/4"Steel Ultracon+ rn — Ungrouted CMU, ASTM C-90) 1-1/2" 1-1/4" 12" H 21 5116"Steel Ultracon Concrete(min.3.5 ksi) 1-1/4" 1-3/4" 12 Z O Z Z Grouted CMU, (ASTM C-90) 2-1/2" 1-3/4" 12" LD 6 *MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. Z W alc�s "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. J ao ALL HEAD TYPES APPLICABLE. —► N for]`J 1/4"MAX SHIM W j Imo• INSTALLATION NOTES: X C 1X WOOD BUCKSTRIP, 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND al}/1 osa4 sauas SEE NOTE 2,THIS SHEET EDGE DISTANCE LIMITS. Fitt ° I'tt Material Min. Fy Min. F„ 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL Steel Screw 92 ksi 120 ksi ;;. CONCRETE PER THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN - It EMBEDMENT 4. ANCHOR BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 410 Screw 90 ksi 110 ksi ° ° REQUIREMENT "2X"ARE 1-1/2"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF Elco UltraCon@ 155 ksi 177 ksi - WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY c ''7C a° AUTHORITY HAVING JURISDICTION. 1/4" DeWalt UltraCon+@ 148 ksi 164 ksi / A INSTALLATION EDGE ° 410 SS Elco/Dewalt CreteFlex@ 127.4 ksi 189.7 ksi ; vl` cz TYPE F DISTANCE TYP.ANCHOR TYPE,EMBEDMENT 3. FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE 6063-T5 Aluminum 16 ksi 22 ksi ftT � (� �i AND EDGE DISTANCE PER TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. A36 Steel 36 ksi 58 ksi F SUBSTRATE,SEE TABLE 9,THIS SHEET Gr. 33 Steel Stud 33 ksi 45 ksi '4c)R"lvN � e` VERTICAL SECTION D-D 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR e MULLION NOA APPLIES TO WHOLE SYSTEM. ����,,�/� -� �!fltPi4i9ti1 A.LYNN MILLER,P.E. P.E.#58705 FIN FRAMES ARE ONLY TO BE USED TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP INSTALLATION WITH GLASS TYPES 1-4(PVB INSTALLATION EMBEDMENT AND EDGE EMBEDMENT OR FRAMING,SEE TYPE J INTERL YER),NOTYPES 5 8T TO BE USED WITH TYPE K DISTANCE PER SUBSTRATE, NOTE 2,THIS SHEET EDGE GLASS SEE TABLE 10,THIS SHEET DISTANCE 1/4"MAX EDGE DISTANCE —�{ EDGE SHIM INSTALLATION DISTANCE 0 C-'-7 0 2X WOOD BUCKSTRIP 2X WOOD BUCKSTRIP TYPE I OR FRAMING,SEE OR FRAMING,SEE NOTE 2,THIS SHEET NOTE 2,THIS SHEET TYP.ANCHOR TYPE,EMBEDMENT AND 1/4"MAX EDGE DISTANCE PER SUBSTRATE, 3 SHIM 6 SEE TABLE 10,THIS SHEET EMBEDMENT 3 EMBEDMENT 12 USED FOR ALL SIDES OF E) NO CHANGES THIS SHEET. 8 ARCHITECTURAL c EXTERIOR 29 SHAPES @ 11-7/8" -2 JR-03/11/20 O.C.MAX. 11 EXTERIOR 4 11 VISIBLE LIGHT WIDTH= 5 cM Y W WINDOW INSTALLATION WINDOW BUCK WIDTH-2-3/4' j N � naa BUCK HEIGHT EXTERIOR TYPE L WINDOW BUCK WIDTH Q `- O <3 MAX. HORIZONTAL SECTION E-E o CN co VISIBLE J J O Z e LIGHT- 9 z W � W U-10 HEIGHT- U C) O 0 WINDOW TEEL SELF-DRILLING BUCK \\—SSMS(G5),SEE TABLE TABLE 10: W d 0Ma HEIGHT- 10,THIS SHEET Min. Edge Max. O.C. o 2-3/4" Anchor Substrate Distance Spacing � Z _p 2-1/2"x .113" Box Nail Southern Pine(SG=0.55) 5/16" 5" y ~ 0 MIAMI-DADE APPROVED MULLION(SEE 2-1/2"x .131" Common Nail Southern Pine(SG=0.55) 3/8" 5" SEPERATE NOA),ALUMINUM,STEEL FRAMING 2-1/2"x .145" Roofing Nail Southern Pine(SG=0.55) 3/8" 5" Q OR STEEL STUD. SEE SUBSTRATE PROPERTIES,TABLE 10,THIS SHEET Southern Pine(SG=0.55) 1/2" 5" (0 U) $aays #10 x 1" Steel Screw" 0.093"Aluminum, 6063-T5 min. 5/16" 5" ® " Z_ Z 1/16"A36 Steel 5116" 5" V O 21 0.045" (18 Ga) Steel Stud, Gr. 33 5/16" 5" p O Q Z 6 2X WOOD BUCKSTRIP 0 J a o� *MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. OR FRAMING,.SEE � Z_ Q { S NOTE 2,THIS SHEET � ?� H p 5 1/4"MAX SHIM w 0 Z_ ti X Z INSTALLATION NOTES: I.L U_ 911{1 �sa4 sauas INSTALLATION 1. USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW TYPE J EMBEDMENT AND EDGE DISTANCE LIMITS. -- EDGE DISTANCE Material Min. Fy Min.Fu ° ,..<...•F e s t, 2. FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL § 3C Steel Screw 92 ksi 120 ksi BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. `•' 6063-T5 Aluminum 16 ksi 22 ksi , ,°�` y TYP,ANCHOR TYPE,EMBEDMENT A36 Steel 36 ksi 58 ksi r °No` 5,87 EMBEDMENT AND EDGE DISTANCE PER 3.IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER � � WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Gr.33 Steel Stud 33 ksi 45 ksi .A SUBSTRATE,SEE TABLE 10,THIS SHEET 44/ VERTICAL SECTION F-F 4+ A.LYNN MILLER,P.E. P.E.#58705 EDGE DISTANCE TYP.ANCHOR TYPE, FIN FRAMES ARE ONLY TO BE USED 2X WOOD BUCKSTRIP EMBEDMENT AND EDGE WITH GLASS TYPES 1-4(PVB OR FRAMING,SEE DISTANCE PER SUBSTRATE, INSTALLATION TYPE M INTERLAYER), NOT TO BE USED WITH INSTALLATION EMBEDMENT NOTE 2,THIS SHEET SEE TABLE 11,THIS SHEET GLASS TYPES 5-8,(SG INTERLAYER). TYPE N EMBEDMENT INSTALLATION TYPE M c� '-- 1/4"MAX SHIM s EMBEDMENT j� 1X WOOD BUCKSTRIP,SEE U 2X WOOD BUCKSTRIP NOTE 2,THIS SHEET OR FRAMING,SEE , NOTE 2,THIS SHEET �1/4"MAX TYP.ANCHOR TYPE,EMBEDMENT AND 3 SHIM EDGE DISTANCE PER SUBSTRATE, pu� 6 SEE TABLE 11,THIS SHEET 12 USED FOR ALL SIDES OF 3 °. . E} REVISED ANCHOR TYPE 8 ARCHITECTURAL EDGE ° TABLE, UPDATED MATERIAL DISTANCE O :° PROP. TABLE. SHAPES @ 11-7/8" EDGE EXTERIOR 29 O.C.MAX. ° ..° DISTANCE Y <° JR-03/11/20 11 WINDOW INSTALLATION 4 11 CONCRETE/CMU W � Y LU PER ANCHOR > N nab BUCK TYPE O VISIBLE LIGHT WIDTH= 5 REQUIREMENT EXTERIOR HEIGHT 1/4" WINDOW BUCK WIDTH-2-3/4" p d O M . WINDOW BUCK WIDTH EXTERIOR N wo N SHIM O M r- VISIBLE HORIZONTAL SECTION G-G O _ o LIGHT J O Z �e 9 Z LL � J UM D1Q c HEIGHT= STEEL SELF-DRILLING TABLE 11: U V O W C WINDOW SMS(G5),SEE TABLE Min.Edge Max O.C. Anchor Substrate Min. Embedment W — 00 p 'ON BUCK 11,THIS SHEET Distance Spacing F_ Z O ONIG HEIGHT- Southern Pine(SG=0.55) 9/16" 1-3/8" 4.9" = Z O 2-3/4" Aluminum,6063-T5 min. 3/8 0.063"' 4.9" o IT p #12 or#14 410 SS Screw r Z M A36 Steel 3/8" 0.063"w 4.9" l_ U_ IAMI-DADE APPROVED MULLION(SEE Steel Stud,Gr.33 min. 3/8" 0.045"(18 Ga) 4.9" Q O SEPERATE NOA),ALUMINUM,STEEL FRAMING —j p') OR STEEL STUD.SEE SUBSTRATE Southern Pine(SG=0.55) 9/16" 1-3/8" 4.9" Q Aluminum, 6063-T5 min. 3/8" 0.063"" 4.9" PROPERTIES,TABLE 11,THIS SHEET #12 or#14 Steel Screw(G5) as A36 Steel 3/8" 0.063" 4.9" ® (0 (/) } 4S Steel Stud, Gr. 33 min. 3/8" 0.045"(18 Ga) 4.9" N Z ZO Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 9" �* 3: Fz I- 21 1/4"410 SS CreteFlex z Z Concrete(min. 3.35 ksi) 1" 1-3/4" 9" p O Q 6 Concrete(min.2.85 ksi) 1" 1-3/4" 9" �' p --�► 9100S 1/4"Steel Ultracon Concrete(min. 2.85 ksi) 2-1/2" 1-3/8" 9" H Q " Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 9" 0 VZ N Concrete(min. 3 ksi) 1" 1-3/8" 4.9" W W Z 114 MAX SHIM 1/4"Steel Ultracon+ Un routed CMU, (ASTM C-90) 1" 1-1/4" 4.9" X Z_ 5/16"Steel Ultracon Concrete(min.3.5 ksi) 1-1/4" 1-3/4" 9" �- FL �- INSTALLATION Grouted CMU, (ASTM C-90) 2-1/2" 1-3/4" 9° at7�1 •Dsap sauas TYPE N 1X WOOD BUCKSTRIP, `MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. `� SEE NOTE 2,THIS SHEET "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. �,e4 . {5 �f ALL HEAD TYPES APPLICABLE. 777' a e INSTALLATION NOTES: i -h, Min. `^ •' �' EMBEDMENT G Material F Min. F a 1.USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. y " ;Q Steel Screw 92 ksi 120 ksi No. 58,705 " 2.WOOD BUCKS DEPICTED ON THIS SHEET AS 1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 410 Screw 90 ksi 110 ksi ' ° d 111 -1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. CONCRETE/CMU a WOOD BUCKS DEPICTED AS"2X"ARE 1-1/2"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF Elco Ultracon® 155 ksi 177 ksi 3 It �� e PER ANCHOR EDGE WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 1/4"DeWalt UltraCon+p 148 ksi 164 ksi ST.�E__F ZZ REQUIREMENT DISTANCE 410 SS Elco/Dewalt CreteFlex® 127.4 ksi 189.7 ksi ' . F.% „ �` 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL 6063-T5 Aluminum 16 ksi 22 ksi SUPPORT TO THE WINDOW FRAME. A36 Steel 36 ksi 58 ksi V 1 0,11 VERTICAL SECTION H-H Gr. 33 Steel Stud 33 ksi 45 ksi �i 1 1 `t 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO A.LYNN MILLER,P.E. WHOLE SYSTEM. P.E.#58705 TABLE 12: Item # PGT Part# ©ascription Material .094" 2—•-I I-.— .094" 2—►I I-�— .094" 2�1I®- 1 4253C Flanged Frame Alum. 6063-T5 074" .062" 074" .062" .074" 062" 2 4285 Equal-leg Frame Alum. 6063-T5 1.375" 1.375"k 3 4256 Integral Fin Frame Alum. 6063-T5 1•875" .438" � .500 .438" � 438" 4 4255 7/16" Lami. Glass Beading Alum. 6063-T5 1.000" I T 500 �—�"�f -- .050"':0.006" �-�'-��-.:— .050.�to.00s^ � T—�►�I-v— .050.,to.00e^ 5 4254 I.G. Glass Beading Alum. 6{)63-T5 1.125" 6a 4270 Installation Fastener Cover Alum. 6063-T5 .077 1OFLANGE FRAME OEQUAL-LEG FRAME a 6b 4224 Installation Fastener Cover Rigid PVC L— O3 FIN FRAME 8 4267 7/16" Lami. Glass Beading for Curves Alum. 6063-T5 9 4269 I.G. Beading for Curves Alum. 6063-T5 .970 .346" 1.037" .970 .346" 10 70589C Gasket (at 900 comer joints) Polyethylene 875" .875" .875"- F� .875" E)ADDED BACKBEDDING. 11 TP24718 Vinyl Bulb Weatherstrip Flex PVC, Duro. 65+/-1 F1 12 61308K Foam Beading Tape �--•— .050' I� .050° .050° �— .050" f-"— .oso° JR-03/11/20 13 Dow 791, 899, 983, 995 or GE 7700 Backbedding Silicone 7/16"LAMI 1-1/16"I.G.GLASS INSTALLATION 7/16"LAW I.G.GLASS Cr O O O GLASS BEADING O BEADING 620 71652K Setting Block, Mono. 3/16" x 7/16" x 4" Neoprene, Duro. 85+/-1 GLASS BEADING BEADING FASTENER COVER FOR CURVES FOR CURVES 21 71704AK Setting Block, I.G. 3/16" x 1-3/32" x 4" Neoprene, Duro. 85+/-1 M Y W 29 76X1 14FPTX#6 x 1-1/4" FH SMS (Curved Beading) Stainless Steel HOT-MELT ALUMINUM DESICCANT FILL N '^aa SILICONE POLYISOBUTYLENE 30 781PQX #8 x 1" Quad PH SMS (Assembly) Stainless Steel BUTYL REINFORCEMENT STRUCTURAL SEAL �5/16"NOM. Q O r 75 Kommerling Kodispace 4SG TPS POLYISO- 1/4"NOM. 3/16"NOM. 5/16"NOM. SEAL SILICONE } ti a}Dp U BUTYLENE WITH STRUCTURAL BUTYL& (} cN IY CV 76 Quanex Super Spacer nXT See this Sheet for DESICCANT SILICONE DESICCANT ROLL-FORMED O coti STAINLESS STEEL -� W I; 77 Quanex Duraseal Spacer Materials FOAM WITH FOAM O _j O z 48 DESICCANT z LL ( J UMDJQ 78 Cardinal XL Edge Spacer EXT.GLASS EXT.GLASS EXT.GLASS EXT.GLASS = w r w INT.GLASS 00 O INT.GLASS W — O fn 'ON INT:GLASS INT.GLASS � z OKODISPACE OSUPER SPACER® ODURASEAL® OXL EDGETM O j C7 W �M0 75 76 77 78 CD Z z O TM d 4SG TPS NXT SPACER SPACER O Z rn O of — LL Q C) O ASSEMBLY DETAILS FOR ASSEMBLY DETAILS J p O FLANGE & EQUAL-LEG FRAMES FOR FIN FRAMES I— Q } 4s as o O ANGLED/CURVED ANGLED/CURVED p O (0 Z FRAME ASSEMBLY FRAME ASSEMBLY ►- o w 9100S x o 90°CORNER 90°CORNER W fV FRAME ASSEMBLY I FRAME ASSEMBLY w w I ' x I LL m d II awl asap sauaS 10 I I I 10 ALL CORNERS TO j I ALL CORNERS TO j ��ti Y' d$$tl s , �fit USE GASKET I / USE GASKET I � /IV j r� AND/OR SEALANT I / AND/OR SEALANT / I / I / EXTERIOR d INC). 53?Q5 `O EQUAL-LEG FRAME / EXTERIOR - —-- ' I // FLANGE FRAME ' �ry I y- EXTERIOR . l fzo MITERED FRAME WITH INTERIOR EXTERIOR MITERED FRAME WITH INTERIOR % • T.tT� F EQUAL-LEG FRAME I � t AND EXTERIOR FRAME WELDS <;zn I AND EXTERIOR FRAME WELDS ff .•`Cr i'sF .•'' �- FLANGE FRAME (SHOWN)OR CORNER KEYS AT (SHOWN)OR CORNER KEYS AT 0A 30 SCREW BOSSES.SEALANT AT ALL CORNERS SCREW BOSSES.SEALANT AT ALL CORNERS ��/t t t I�,�a•11 I t�t v° 30 A.LYNN MILLER,P.E. P.E.#58705