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Home My WebLink AboutNOA; Series PW7720A Aluminium Fixed WindowM IAM 1-DADE MIAMI-DADS COUNTY 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.aov/economv 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 "PW' OA'",Aluminum�Fixed Window — L.M.I. to APPROVAL DOCUMENT: Drawnig ` o. MD720A.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., 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. 1MIISSILE 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 and renews NOAH 17-0614.11 and consists of this page 1 and evide pag s � y, 2, E-3 and E-4, as well as approval document mentioned above.�L ��i� The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI•DADE COUNTY � Expiration Date: February 19, 2024 Approval Date: August 23, 2018 j�� Page ]: 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-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 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 11116115, 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 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 034105. 01) Manuel Per z, .E. Product Control a ner NOA No. 18- 30.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-1 .k PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014) and FBC 61 Edition (2017), dated 09/15/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 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 H exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers - Tension of 160G 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. E-2 'T Manuel Pere , .E. Product Control Eyanfiner NOA No. 18- 30.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 51h Edition (2014) and FBC 61h Edition (2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, P.E 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda, P.E. 5. 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) 6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 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. 16-0629.14, issued to PGT Industries for their Series "PW- 701/720/820" Aluminum Fixed Window — L.M.I." approved on 08/04/16 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 D dated 03/16/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Manuel ere , Product Control Ex er NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 7) Drop Load Test, per CPCS 16 CFR 1201 (Cat 11) and ANSI Z97.1 (400 foot-pound impact) along with marked -up drawings and installation diagram of a series PW7620/PW7720 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7763, dated 03/19/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), prepared by manufacturer, dated 04/19/18, 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. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition (2017), dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 17-1508 issued by the Product Control Section, dated November 16, 2017, signed by Jorge Plasencia, P.E., Product Control Unit Supervisor. 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 10/1 and expiring on 02/19/19. Manuel Perez,,,,P.E) �;roduet Control Exa in NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-4 J GENERAL NOTES: SERIES PW7720A IMPACT -RESISTANT FIXED WINDOW 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. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 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 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 1-1/2" THICK OR GREATER. IX 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, (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 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. A - SHEET 6 1 L_ 12" MAX. O.C. 1 6) MAX. 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS T CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS 6-1/2" MAX. IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM El300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) 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 FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-3835, 3850, 7212 & 18-7763; ELCC ULTRACON NOA; ELCO CRETEFLEX NOA; ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. 10) THE 7720A SERIES WAS FORMERLY CALLED THE 720/820 SERIES. CODES / STANDARDS USED: 92017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •ASTM E1300-09 •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL, ADM-2015 •AISI S100-12 OAISC 360-10 THIS SYSTEM HAS BEEN TESTED TO MEET THE 400 FT -LB KINETIC ENERGY IMPACT LOADING REQUIREMENTS OF ANSI Z97.1 WHEN USING GLASS TYPES 6 OR 8. 49" TIP -TO -TIP WIDTH 48" BUCK WIDTH - 45-1/4" VISIBLE LIGHT WIDTH SHEET. 6-1/2" MAX. A 96" C - BUCK HEIGHT SHEET? L - 93-1 /4" - VISIBLE 12" MAX. LIGHT O.C. - HEIGHT 97" TIP -TO TIP HEIGHT B ij 12" MAX. O.C. 6" MAX. TYP. FLANGED FRAME PI F\/ATinNj GUIDE TO SHEETS: GENERAL NOTES ........................ 1 ELEVATIONS ...............................: 1 GLAZING DETAILS ....................... 2-5 DESIGN PRESSURES .................. 2-5 INSTALLATION, FLANGE ............. 6 INSTALLATION, EQUAL -LEG....... 7 INSTALLATION, INT. FIN A........... 8 INSTALLATION, INT. FIN B...........9 CORNER ASSEMBLY ................... 10 EXTRUSION PROFILES................10 PARTS LIST...................................10 TABLE 1: FIGURE 1 r 12" O.C. MAX. i Type Description Set 1 7/16" Lami (3116" An - .090" PVB - 3/16" HS) 2 2 7/16" Lami (3/16" HS - .090" PVB - 3/16" HS) 3 3 1-1/16" Lami. IG (3/16" T - 7/16" Air - 3/16" An - .090" PVB - 3/16" HS) 2 4 1-1/16" Lami. IG (3/16" T- 7/16" Air - 3/16" HS - .090" PVB - 3/16" HS) 3 5 7/16" Lami (3/16" An - .090" SG - 3/16" An) 4 6 7l16" Lami (3/16" HS - .090" SG - 3/16" HS) 5 7 1-1/16" Lami. IG (3/16" T- 7/16" Air- 3/16" An - .090" SG - 3/16" An) 4 8 1-1/16" Lami. IG (3/16" T- 7/16" Air - 3116" HS - .090" SG - 3/16" HS) 5 48" BUCK WIDTH 45-1/4" VISIBLE LIGHT WIDTH 1 r—D, SHEET 7 DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 2-5 LARGE & SMALL MISSILE IMPACT RESISTANCE 6" MAX. i C 96" BUCK HEIGHT 93-1 /4" VISIBLE LIGHT HEIGHT 48" BUCK WIDTH 45-1/4" VISIBLE LIGHT WIDTH F, SHEET 8 H, SHEET9 E, SHEET 8 ' G, SHEET 9 I E, G L' ---------- 5" MAX. O.C. D 12" MAX. O.C. 2" MAX. TYP. EQUAL -LEG FRAME PI F\/ATinNI "SG" = "KURARAY SENTRYGLASw INTERLAYER" BY KURARAY AMERICA, INC. "PVB" = "KURARAY TROSIFOL® PVB INTERLAYER" BY KURARAY AMERICA, INC. F, H 93-1/4" VISIBLE LIGHT HEIGHT 96" BUCK HEIGHT 5" MAX. O.C. TYP. FIN FRAME FI _FVATinN SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. ANCHOR SPACING TO BE 6" MAX. FROM CORNERS AND 12" O.C. MAX. FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET. WIDTH WIDTH I- - WIDTH --{ = I I = I // 1 w �—WIDTHS �---- WIDTH --� O w _1 1 �- WIDTH -y{ --- WIDTH WIDTH }I IT0—- 71 w �/ w WIDTH m I !J I-t- WIDTH --{ Tr T i L J I-— WIDTH --j PRODUCT REVISED as complying with the Florida Puilding Code Aacefntanoe? 1b-CA-31 Expitatiosa Date By Product JR - 03/16/18 - UPDATED VALUES AND SIZES FOR 2 GLASS TYPES 5-8. v SERIES NAME CHANGE TO 7720A FROM 720. z v Y ❑ W i y N j ^aa D_' w �_ ❑LO cn w U) Q o W O o aIop 04 U` z U) N 't rw co-7 J CD� U) W ~ I� Cg O J O a v, Z ❑ Z (D S J lJMOIc = W r' N � W U o o� ❑ :2U c� (D OMO o W � } Z rz-Z rn a. Z O p o U Q O J W Q _j co I.— W Iaa4S C'5 r p O Z Q❑ ou_ Z alooS Z Q Q w 0 w ❑ ti (IX w W C� allll .osacl sauaS LY1v oCENSF At * No.58705 -p .•� ' so' ST TE� �� 44� .�CORIDP • 'G�� S/ONAL E� \ A. LYNN MILLER, P.E. P.E.# 58705 TABLE 2: Window Design Pressure (+/-, psf) for Glass Type 1 Long Side, Tip to Tip (in) 68-7/8 1 73 77 81 85 89 93 97 101 105 110-1/2 31 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 33 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 35 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-79.8 +/-79.4 37 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-79.7 +/-77.2 +/-75.1 +/-73.4 +/-72.2 39 +/-80 +/-80 +/-80 +/-80 +/-80 +/-78.1 +/-75.2 +/-72.5 +/-70.3 +/-68.5 +/-66.3 41 +/-80 +/-80 +/-80 +/-79.8 +/-77.2 +/-74.3 +/-71.3 +/-67.9 +/-65.1 +/-63.4 +/-61.6 ' 43 +/-80 +/-80 +/-80 +/-77.4 +1-74.3 +/-71.3 +/-68.2 +/-64.7 +/-61.6 +/-59.8 +/-58.2 a F= 45 +/-80 +/-80 +/-78.9 +/-75.4 +/-72.1 +/-68.9 +/-65.6 +/-62.2 +/-59.7 +/-57.5 0 47 +/-80 +/-80 +/-77.2 +/-73.6 +/-70.1 +1-66.8 +/-63.5 +/-60.3 +/-57.7 CL i= 49 +/-80 +/-79.3 +/-75.6 +/-71.9 +/-68.3 +/-64.9 +/-61.5 +/-58.2 m 51 +/-80 +/-77.5 +/-74.1 +/-70.3 +/-66.7 +/-63A +/-59.7 65 v 53 +/-79.1 +/-75.6 +/-72.4 +/-68.8 +/-65.1 +/-61.5 : 55 +/-77.4 +/-73.8 +/-70.5 +/-67.3 +/-63.5 co 57 +/-75.8 +/-72 +/-68.6 +/-65.3 59 +/-74.2 +/-70.3 1 +/-66.8 61 +/-72.7 +/-68.7 +/-65 63 +/-71.2 +/-67.1 65 +/-69.7 +/-65.5 67 +/-68.3 68-7/8 +/-67 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 3: Window Design Pressure (+/-, psq for Glass Type 3 Long Side, Ti to Tip (in) 68-7/8 73 77 81 85 89 93 97 101 105 110-1/2 31 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 33 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 35 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 37 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 39 +/-80 +/-80 +/-80 +/-80 +/-80 1 +/-80 +/-80 +/-80 +/-79.4 +/-76.4 +/-74.3 41 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-76.7 +/-73.5 +/-70.9 +/-69 43 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-77 +/-73.1 +/-69.6 +/-66.9 +/-65.2 n F= 45 +/-80 +/-80 +/-80 +/-80 +/-80 +/-77.8 +/-74.1. +/-70.3 +/-67.5 +/-63.9 S 47 +/-80 +/-80 +/-80 +/-80 +/-79.2 +/-75.4 +/-71.7 +/--68.1 +/-65.1 - - 1= 49 +/-80 +/-80 +1-80 +/-80 +/-77.2 +1-73.3 +/-69.5 +/-65.8 51 +/-80 +/-80 +1-80 +/-79.4 +/-75.3 +/-71.3 +/-67.5 53 +/-80 +/-80 +/-80 +/-77.7 +/-73.5 +/-69.5 tf 55 +/-80 +/-80 +/-79.6 +/-76 +/-71.8 0 co 57 +/-80 +/-80 +/-77.5 +/-73.8 59 +/-80 +/-79.4 +/-75.4 61 +/-80 +/-77.6 +/-73.5 63 +/-80 +/-75.8 65 +/-78.8 +/-74 67 +/-77.2 68-7/8 +/-74.9 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT V 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. 7/16" LAMINATED GLASS STACK 090" PVB INTERLAYER 3/16" ANNEALED GLASS 3/16" HEAT STRENGTHENED GLASS 4 11 5/8" Imo-- LONG SIDE GLASS BITE 1-3 SHORT EXTERIOR SIDE 20 13 GLASS TYPE 1 �~ LONG SIDE -�- SHORT SIDE t TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1/16" NOM. GLASS STACK 7/16" LAMINATED GLASS STACK 3/16" HEAT 3/16" TEMPERED GLASS STRENGTHENED GLASS 3/16" ANNEALED GLASS 7/16" AIR SPACE EXTERIOR a GLASS TYPE 3 .090" PVB INlTERLAYER 1 5/8" GLASS BITE _ I SHORT I - �I SIDE f LONG SIDE SHORT SIDE PRODUCT REWSED as complying wiuh the Florida Goulding Cove Acre-ptame Ey Dniarui bade Product Control NO CHANGES THIS SHEET. T W z Y > N (!) nab w y W ` �t O co ?- ti o7 > O 0¢ atop O`t Fw ti U) J t`� CD af W umoaa O _I O o. u) Z V- i ._I U W o o-, 'ON 9mQ Z = Q 00 C7 0 O it r- ra Z �- oz rn o O �- U J Q O N Q F. 1aa4S U) W 0 (n O in Z Q Z Cif ajDJS Q O CL Z O w ( ~ " W x w C s L1 asaQ sauaS \XIlllllir///1/ LYN/v i i �� • ' �IGENSF /�� No.58705 -,0 : , a ST !71011C7� ,s TONAL 0\ A. LYNN MILLER, P.E. P.E.# 58705 TABLE 4: Window Design Pressure (+/-, psf) for Glass Types 2 & 4 Lonq Side, Tip to Ti 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 +/-80 +/-80 +/-80 +/-80 +/-80 +/_80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 33 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 35 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 37 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 39 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 41 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 43 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 E_ - 45 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 .2 47 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 -tea, 49 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 m 51 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 53 +/-80 +/-80 +/-80 +/-80 +/-80 +/-79.1 55 +/-80 +/-80 +/-80 +/-80 +/-78.6 0 J__ 57 +/-80 +/-80 +/-80 +/-79.1 59 +/-80 +/-80 +/-80 61 +/-80 +/-80 +/-79.3 63 +1-80 +/-80 65 +/-80 +/-80 67 +/-80 68-7/8 +/-80 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. 1-1/16" NOM. GLASS STACK 7/16" LAMINATED TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR 7/16" LAMINATED GLASS STACK L� I - GLASS STACK HORIZONTALLY AS SHOWN. 090" PVB INTERLAYER 3/16" TEMPERED GLASS �3/16" HEAT STRENGTHENED GLASS LONG SIDE 3116" HEAT 3/16" HEAT STRENGTHENED GLASS LONG SIDE / 3/16" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16" AIRSPACE .090" PVB INTERLAYER 4 11 11 SHORT SIDE / 518" 5 5/8" SHORT f� GLASS BITE GLASS BITE EXTERIOR a GLASS TYPE 2 EXTERIOR •a GLASS TYPE 4 �— LONG SIDE —� SHORT SIDE LONG SIDE SHORT (- SIDE f PROiDJC•£ REVISED as complying With the Florida Buildin.- Code NO CHANGES THIS SHEET. z Y W i v� N nab � w ` p ❑ ct O i- ~ ❑ � a134 z rn 0 N 0 'T f._., w ch 07 h r Cg C) J O n. U) Z Z LL co r = J UM OJT = W wS2 W U U o o� IW- Z a = ¢ c7 (� oN 9M0 Q G o O N O z U U) W m V- O m Q � laa4S rn U) W ® N Z of O0 Z Q W aIoas w0 Z_ n_ Q Z o w C ~ LU w X n_ ZLL , • 1-cl sauas \`�I►�Irrrrii� LYN/V O LICENSE No. 58705 O;<\ ' SAT OF ZORIOP- ox ;5�rNALII A. LYN14 UILLER, P.E. P.E.# 58705 TABLE 5: Window Design Pressure (+l-, psf) for Glass Type 5 Long Side, Tip to Ti (in) 68-7/8 73 77 78-3/4 81 85 89 93 97 101 105 109 110-1/2 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 +90/-120 +90/-114.5 +90/-112.9 +90/-111 +90/-107.5 +90/-104.5 +901-101.7 +90/-99.5 +90/-97.7 +90/-96.1 +90/-94.6 +901-94.1 41 +90/-120.1 +901-113.5 +90/-107.3 +90/-105.2 +90/-103 +90/-100.5 +90/-97.8 +901-94.9 +901-92 +/-89.6 +/-88 +/-86.5 +/-86 43 +90/-114.4 +90/-107.5 +90/-102.5 +90/-100.7 +90/-98.6 +90/-95.2 +90/-92.2 +/-89.1 +/-85.8 +/-83 +/-81.4 +/-80.4 +/-80.1 45 +90/-108.7 +90/-102.5 +90/-98.8 +90/-97.1 +90/-94.9 +901-91 +/-87.3 +/-84.1 +/-81.7 +/-79.7 +/-77.8 +/-76.1 +/-75.6 47 +90/-104.4 +901-99.8 +901-95.7 +90/-93.9 +90/-91.6 +/-87.5 +/-83.6 +/-81 +/-78.9 +/-76.7 +/-74.7 +/-72.7 +/-72 49 +90/-101.1 +90/-97 +90/-92.B +90/-90.9 +/-88.5 +/-84.3 +/-81.2 +/-78.5 +/-75.1 +/-73.9 +/-71.7 +/-69.6 +/-68.9 p 51 +90/-98.1 +90/-94.1 +901-90.1 +/-88.2 +/-85.7 +/-82 +/-79.1 +/-76.3 +/-73.6 +/-71.2 +/-68.9 +/-66.8 +/-65.9 53 +90/-95.3 +901-91.1 +/-87.4 +/-85.6 +/-83.3 +/-80 +/-77 +/-74.1 +/-71.3 +/-68.7 +/-66.3 +/-64 +/-63.2 0' F 55 +90/-92.5 +/-88.2 +1-84.3 +/-82.9 +/-81.4 +/-78.1 +/-74.9 +/-71.9 +/-69.1 +/-66.4 +/-63.9 +/-61.8 +/-61.2 57 +/-89.8 +/-85.3 +/-81.8 +/-80.6 +/-79 +/-76.2 +/-73 +/-69.9 +/-66.9 +/-64.1 +/-61.9 +/-60.1 59 +/-87.1 +/-82.8 +/-79.7 +/-78.4 +/-76.8 +/-74 +/-71.1 +/-67.9 +/-64.8 +/-62.2 +/-60.3 en >= 61 +/-84.6 +1-80.8 +/-77.6 +/-76.2 +/-74.6 +/-71.7 +/-69 +/-65.9 +/-62.8 +/-60.8 63 +/-82.5 +/-78.9 +/-74.6 +/-73.2 +/-71.4 +/-68.4 +/-65.5 +/-62.9 +/-60.9 65 +/-80.7 +/-77 +/-73.6 +/-72.2 +/-70.4 +/-67.3 +/-64.4 +/-62 67 +/-79 +/-75.3 +/-71.7 +/-70.2 +/-68.4 +/-65.2 +/-62.4 68-7/8 +/-77.3 +/-73.6 +/-70 +/-68.5 +/-66.6 +/-63.3 +/-61.1 73 +/-73.6 +/-70.2 +/-66.5 +/-64.8 +/-62.9 +/-60.5 77 +/-70 +/-66.5 +/-63.2 +/-61.9 ' 78-3/4 +/-68.5 +/-64.8 +/-61.9 +/-60.9 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 6: Window Design Pressure (+/-, psf) for Glass Type 7 Long Side (in) 68-7/8 73 77 78-3/4 81 85 89 93 97 101 105 109 110-1/2 31 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +901-130 +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 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 35 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-13D +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 37 +90/-130 +901-130 +901-130 +9D/-130 +90/-130 +901-130 +90/-128.3 +90/A25.4 +90/-122.6 +90/-120.1 +90/-118.1 +90/-118.1 +90/-118.1 39 +90/-130 +90/-130 +90/-129.4 +90/-127.5 +901-125.4 +90/-121.5 +90/-118.1 +90/-114.9 +90/-112.5 +90/-110.4 +90/-108.6 +90/-106.9 +901-106.3 41 +90/-130 +901-128.3 +901-121.2 +901-118.9 +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 43 +901-129.3 +90/-121.5 +90/-115.8 +901-113.8 +901-111.4 +90/-107.5 +90/-104.2 +90/-100.6 +90/-97 +90/-93.8 +901-92 +90/-90.9 +901-90.5 45 +90/-122.9 +90/-115.8 +90/-111.6 +901-109.7 +90/-107.3 +90/-102.8 +90/-98.7 +90/-95 +90/-92.3 +90/-90.1 +/-87.9 +80/-85.9 +80/-85.4 47 +901-118 +901-112.7 +90/-106.1 +901-106.1 +901-103.5 +90/-98.8 +90/-94.4 +90/-91.5 +/-89.1 +/-86.7 +80/-84.4 +80/-82.1 1 +80/-81.3 zC 49 +90/-114.2 +90/-109.6 +90/-104.8 +90/-102.7 +90/-100 +90/-95.3 +90/-91.8 +/-88.7 +/-86 +80/-83.5 +80/-81 +1-78.7 +/-77,8 v 51 +90/-110.9 +901-106.3 +90/-101.8 +901-99.6 +90/-96.9 +90/-92.7 +/-89.3 +/-86.2 +80/-83.2 +80/-80.5 +/-77.9 +/-75.4 +/-74.5 65 53 +901-107.7 +901-102.9 +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 +/-71.4 t 0 55 +90/-104.5 +90/-99.6 +901-95.3 +90/-93.7 +90/-91.9 +/-88.3 +80/-84.6 +80/-81.3 +/-78.1 +/-75.1 +/-72.2 +/-69.8 +/-69.1 L 57 +90/-101.5 +901-96.4 +901-92.5 +901-91 +/-89.3 +801-86.1 +80/-82.4 +/-78.9 +/-75.6 +/-72.5 +/-69.9 +/-67.9 59 +90/-98.5 +90/-93.5 +/-90 +/-88.5 +801-86.8 +801-83.6 +80/-80.3 +/-76.7 +/-73.3 +/-70.3 +/-68.2 61 +90/-95.6 +901-91.3 +/-87.7 +80/-86.2 +80/-84.3 +80/-81 +/-77.9 +/-74.5 +/-71 +/-68.7 63 +90/-92.2 +/-88.1 +80/-84.3 +80/-82.7 +80/-80.7 +/-77.3 +/-74 +/-71 +/-68.8 65 +90/-91.2 +/-87 +80/-83.2 +80/-B1.6 +/-79.6 +/-76.1 +/-72.8 +/-70 67 +/-89.3 1 +80/-85 +80/-81 +/-79.4 +/-77.3 +/-73.7 +/-70.5 68-7/8 +/-87.3 +80/-83.2 +/-79.1 +/-77.4 +/-75.2 +/-71.6 +/-69 73 +80/-83.2 +/-79.4 +/-75.1 +/-73.2 +/-71 +/-68.4 77 +/-79.1 +/-75.1 +/-71.4 +/-69.9 78-3/4 +1-77.4 +/-73.2 +/-69.9 +/-68.8 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. 7/16" LAMINATED GLASS STACK 3/16" ANNEALED GLASS EXTERIOR 1 090" SG INTERLAYER 6" ANNEALED GLASS 5/8" GLASS BITE r S20 13 GLASS TYPE 5 I+ - LONG SIDE SHORT SIDE �- LONG SIDE SHORT SIDE t TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1/16" NOM. GLASS STACK 7/16" LAMINATED j,-1 GLASS STACK 3/16" TEMPERED GLASS 7/16" AIR SPACE EXTERIOR GLASS TYPE 7 6" ANNEALED GLASS /16" ANNEALED GLASS 090" SG INTERLAYER 1 5/8" GLASS BITE - I SHORT I - �1 SIDE f� LONG SIDE SHORT I - SIDE f PROWCT R't SEMD as camjg3dRs with d" Fmida Beaiding co4e Accegta;tce 40 is •0431 Ex f++ss'si m Date JR - 03/16/18 - UPDATED VALUES AND SIZES. LU z Y ❑ nab > N w ❑ ; o r- U) O �, } r1- p O O alot7 U) O 'd' w ti c1 �� W f� �g O -J O LL = Z ❑ Z (D r J umojo C G oCD U U o oEE W ❑ - FW-� :200 = Q 'ON C7 (7 9mo O T- aZ O O M v- Z O o U g J W Q LL O � 1 aays rn (A W ® m W' _Z (n U) F-• O U) Z Q ❑ Z a1OJs Q LL O tl W ❑ Z � O U W X W LL ❑ W awl ',sap sauas LYNN�'�.,, `��•��` ENSF' _ No. 58705 -10 �3 M9 -�7 CORIOP •' N A. LYN IN �II�LER, 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 +901-130 +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 +90/-130 +90/-130 +90/-130 +90/-130 35 +901-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +80/-110 +80/-110 37 +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 +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 +90/-130 +90/-130 +90/-130 1 +901-130 +90/-130 +80/-110 +80/-110 +80/-110 +80/-110 41 +90/-130 +90/-130 +90/-130 +901-130 +901-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +801-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 43 +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 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 45 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +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 o- 47 +90/-130 +90/-130 +90/-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 +80/-110 +80/-110 +80/-110 ~ 0 49 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 _Q 51 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +89.4/-128. +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 53 +90/-130 +90/-130 +901-130 +90/-130 +901-130 +90/-130 +88.8/-128.1 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 v 55 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +88.8/-128.1 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 57 +90/-130 +901-130 +90/-130 +90/-130 +89.4/-129 +80/-110 +80/-110 +80/-110 +801-110 +801-110 +80/-110 +80/-110 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 0) 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 +80/-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 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 73 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 77 +80/-110 +80/-110 +801-110 +80/-110 78-3/4 +80/-110 +80/-110 +80/-110 +801-110 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. 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. 7/16" LAMINATED GLASS STACK 3/16" HEAT STRENGTHENED GLASS EXTERIOR a TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR 1-1/16" NOM. HORIZONTALLY AS SHOWN. GLASS STACK 7/16" LAMINATED LONG GLASS STACK' SIDE 3/16" HEAT STRENGTHENED GLASS LONG SIDE .090" SG INTERLAYER 3/16" TEMPERED GLASS 3116" HEAT 3/16" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16" AIR SPACE .090" SG INTERLAYER SHORT SIDE 11 _ I SHORT �I SIDE 5 Will 5/8" 5/8" GLASS BITE GLASS BITE GLASS TYPE 6 EXTERIOR a GLASS TYPE 8 �— LONG SIDE SHORT LONG SIDE SIDE i SHORT �I SIDE PRODUCT REVISED as complying with the Florida Btulding Code Acceptrmce 3vo 9t� Ext�tatictaa �e JR - 03/16/18 - UPDATED VALUES AND SIZES. z ❑ W > v6 N nab � w O �- ti o O Qo atop zU) � N 0 Id c� �w ,J o a: U) W - ti Cg UMOJ( O J o dm (D ti = Z ZLL C G = LL V-- N S2 W ❑ � z = Q ❑ °N W .-. c� C� 0Ma o a p C) 0 Z C/) U 1-- J J W -1 m LL O Q � $aa4s cf) W ® rn Z ❑ C U) F— H O (4 Z Q ❑ a�DJs O Z D ¢o Z w ❑ 0 ~ U X W LL ❑ CL aR11 -asap sauas No. 58705' WATOF A. LYNN MILLER, P.E. P.E.# 58705 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET INSTALLATION TYPE A TYP. ANCHOR TYPE, EDGE EMBEDMENT AND EDGE DISTANCE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET WINDOW EXTERIOR BUCK HEIGHT TIP -TO -TIP WINDOW HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-3/4" EMBEDMENT INSTALLATION EDGE � DISTANCE TYPE B EMBEDMENT 1 /4" MAX SHIM USED FOR ALL SIDES OF ARCHITECTURAL SHAPES @ 11-7/8" O.C. MAX. a, 'b EDGE DISTANCE 8 ° a a ° a ° .o a, CONCRETE/CMU PER ANCHOR REQUIREMENT INSTALLATION METHOD D 7 INSTALLATION TYPE C — EMBEDMENT 1/4" MAX SHIM 1/4" MAX. SHIM EXTERIOR STEEL SELF -DRILLING 5MS (G5), SEE TABLE IF 8, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 8,THIS SHEET �1/4" MAX SHIM 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET C ° . ° ° . CONCRETE PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET VERTICAL SECTION B-B INSTALLATION NOTES: TABLE 8- INSTALLATION TYPE B 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET VISIBLE LIGHT WIDTH = 5 WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH TIP -TO -TIP WINDOW WIDTH HORIZONTAL SECTION A -A EMBEDMENT ° a ° a ° . 8 EDGE DISTANCE ° c a . a ° CONCRETE/CMU PER ANCHOR REQUIREMENT Anchor Substrate Min. Edge Distance Min. Embedment Max O.C. S acin #12 or #14 410 SS Screw Southern Pine SG-0.55 9/16" 1-3/8" 12" Aluminum 6063-T5 min. 3/8" 0.063" * 12" A36 Steel 3/8" 0.063" * 12" Steel Stud Gr. 33 min. 3/8" 0.045" 18 Ga * 12" #12 or #14 Steel Screw (G5) Southern Pine SG-0.55 9/16" 1-3/8" 12" Aluminum 6063-T5 min. 318" 0.063" * 12" A36 Steel 3/8" 0.063" * 12" Steel Stud Gr. 33 min. 3/8" 0.045" 18 Ga * 12" 1/4" 410 SS CreteFlex Un routed CMU, ASTM C-90 2-1/2" 1-1/4" 12" Concrete (min. 3.35 ksi) 1" 1-3/4" 12" 1/4" Steel Ultracon Concrete min.. 2.85 ksi 1" 1-3/4" 12" Concrete min. 2.85 ksi 2-1/2" 1-3/8" 12" Un routed CMU ASTM C-90 2-1/2" 1 1-1/4' 12" 5/16" Steel Ultracon Concrete min. 3.5 ksi 1-1/4" 1-3/4" 12" Grouted CMU, (ASTM C-90 2-1/2" 1-3/4" 12" * MIN. OF3 THREADS BEYOND THE METAL SUBSTRATE. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A 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. Material Mn. Fy Min. F. Steel Screw 92 ksi 120 ksi 410 Screw 90 ksi 110 ksi Elco UltraCon@ 155 ksi 177 ksi 410 SS Elco CreteFlex@ 127.4 ksi 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi W z Y naa > vi � N w Of 0 i- o W 0 a0 a}oG W 0� �W ti U) C'M J c9 W W tg 0 J o ILrn Z 'ON IW— Z 0 = ¢ 7) cD > O 0 0ma O } O a O Z O O �- U J --I Z O Q O rn {= }aay5 ® rn Z QJ cliiA j O H Z Q Z z 910JS o LL W 0 Z w U W X e a/V1 •:)saG sauas �` NY LYNN GENSF C �� No. 58705 -o 4;_ a _ f �C/ Q ST TE FFF • . �(/ i��sS.'�CORIDP`. IONAU �`"�•�• A. LYNN MILLER, P.E. P.E.# 58705 J 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET INSTALLATION TYPE E WII B HE EMBEDMENI INSTALLATION TYPE F EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET EMBEDMENT EDGE DISTANCE 1 /4" MAX 2 SHIM USED FOR ALL SIDES OF ARCHITECTURAL SHAPES @ 11-7/8" O.C. MAX. INSTALLATION TYPE G —�— EMBEDMENT 114" MAX SHIM CONCRETE/CMU PER ANCHOR REQUIREMENT INSTALLATION 1/4" MAX. SHIM EXTERIOR STEEL SELF -DRILLING \—SMS (G5), SEE TABLE 9, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9,THIS SHEET �1/4" MAX SHIM 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET ° -e °Q < ° CONCRETE PER ° ANCHOR a a ° REQUIREMENT a m ° a < EDGE ° ° a ° TYP. ANCHOR TYPE, EMBEDMENT DISTANCE \\—AN6 EDGE DISTANCE PER VERTICAL SECTION D-D SUBSTRATE, SEE TABLE 9, THIS SHEET INSTALLATION NOTES: INSTALLATION TYPE F 1X WOODBUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH HORIZONTAL SECTION C-C TARI F P- ° EMBEDMENT °a EDGE ° DISTANCE CONCRETE/CMU PER ANCHOR REQUIREMENT Anchor Substrate Min. Edge Distance Min. Embedment Max O.C. —Spacing_ #12 or #14 410 SS Screw Southern Pine SG=0.55 9/16" 1-3/8" 12" Aluminum 6063-T5 min. 3/8" 0.063" * 12" A36 Steel 3/8" 0.063" * 12" Steel Stud Gr. 33 min. 3/8" 0.046' 18 Ga ' 12" #12 or #14 Steel Screw (G5) Southern Pine SG=0.55 9/16" 1-3/8" 12" Aluminum 6063-T5 min. 3/8" 0.063" " 12" A36 Steel 3/8" _ 0.063" ` 12" Steel Stud Gr. 33 min. 3/8" 0.045" 18 Ga ' 12" 1/4" 410 SS CreteFlex Un routed CMU, ASTM C-90 2-1/2" 1-114, 12" Concrete (min. 3.35 ksi) 1" 1-3/4" 12" 1/4' Steel Ultracon Concrete min. 2.85 ksi 1" 1-3/4" 12" Concrete min. 2.85 ksi 2-1/2" 1-3/8" 12" Un routed CMU, (ASTM C-90 2-1/2" 1-1/4" 12" 5/16" Steel Ultracon Concrete min. 3.5 ksi 1-1/4" 1-3/4" 12" Grouted CMU, (ASTM C-90 2-1/2" 1-3/4" 12" 'MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A 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. Material Min. Fy Min. Fu Steel Screw 92 ksi 120 ksi 410 Screw 90 ksi 110 ksi Elco UltraCon@ 155 ksi 177 ksi 410 SS Elco CreteFlex@ 127.4 ksi 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi PRODUCT REVISED as complying With Ohs Florida Building Cads Acceptance tance 140 Dbel Expi fffton i a NO CHANGES THIS SHEET. W z Y 0 > � N nab r W F c— V O u7 i- r` o � O a;op N Z w co It —Cr) Q_' N ti Fw I� fg UMDJp pJ O aU) r Z_ Z C 2 Wo _•_I U U_ o U 00 1 - Z 'a = Q °N C9 U' 9Mp p r> p r Z o Z (3) o O Z O LL J � Q Q cc U) _I 19a4S ® Z rn U) I.- F- 0 Z Z Q 0 (D alD°S LL O Z LU J O w XU LL W d a�311 •asap sauaS LYNIIj��'% •` ,� No. 58705 � 13 0 . tTE IF ` i .P 40RIDP.•' ZONAL A. LYNN MILLER, P.E. P.E.# 58705 TYP. ANCHOR TYPE, 2X WOOD BUCKSTRIP EMBEDMENT AND EDGE EMBEDMENT OR FRAMING, SEE DISTANCE PER SUBSTRATE, I NOTE 2, THIS SHEET SEE TABLE 10, THIS SHEET EDGE INSTALLATION DISTANCE TYPE I INSTALLATION TYPE J. EDGE DISTANCE -+ I�~ 1/4" MAX ------��iii SHIM a 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET l J L—/-� l_J L gJL L 1 /4" MAX 3 SHIM EMBEDMENT 12 USED FOR ALL SIDES OF 8 ARCHITECTURAL EXTERIOR SHAPES @ 11-7/8" 29 O.C. MAX. WINDOW INSTALLATION BUCK TYPE L HEIGHT EXTERIOR 1 /4" MAX. SHIM VISIBLE LIGHT 9 HEIGHT = WINDOW STEEL SELF -DRILLING BUCK SMS (G5), SEE TABLE HEIGHT- 10, THIS SHEET 2-3/4" MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR,STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10,THIS SHEET 21 6 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET 5 F1/4" MAX SHIM INSTALLATION TYPE J EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET VERTICAL SECTION F-F FIN FRAMES ARE ONLY TO BE USED WITH GLASS TYPES 1-4 (PVB INTERLAYER), NOT TO BE USED WITH GLASS TYPES 5-8, (SG INTERLAYER). TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET INSTALLATION TYPE K EDGE DISTANCE --] 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET EXTERIOR VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH HORIZONTAL SECTION E-E INVU-11111mmrez EMBEDMENT 1 Anchor Substrate Min. Edge Distance Max. O.C. S acin 2-1/2" x .113" Box Nail Southern Pine SG=0.55) 5/16" 5" 2-1/2" x .131" Common Nail Southern Pine SG=0.55 318" 5" 2-1/2" x .145" Roofing Nail Southern Pine. SG=0.55 3/8" 5" #10 x 1" Steel Screw (G5)* Southern Pine SG=0.55 1/2" 5" 0.093" Aluminum 6063-T5 min. 5/16" 5" 1/16" A36 Steel 5/16" 5" 0.045" 18 Ga Steel Stud Gr. 33 5/16" 5" MIN. OF 3 1 HKEADS BEYOND I HE METAL SUBSTRATE. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 3. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Material Min. Fy I Min. F" Steel Screw 92 ksi 120 ksi 6063-75 Aluminum 16.ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi PRODUCT REVISED as complyipg with VW FIari3s Building Coda g� AecepWnca No 1_� l Exnifation Bye ,Vliaini NO CHANGES THIS SHEET. 0 z cr) Y Q W > N (n T: naa W c- j O i- ti o > Q aloQ o' ~W J c� (J)of W I_ ti X9 O _I O o.. rj) Z Z V- ti = _I umoJa 2 W T-- NS2 W U U o o0� 'ON JMQ F_ z = Q U 0 W �. o > z o Z o oa Q o U F- LL O j 00 rn U) laa45 ® rn Z Z — O U) O Q Z Q J 9IOJS OZ Q o W z w X Z a11!1 !.:)Sao sauas LYN/v ,,,�'�,;�i No.58705 WATO %O��s • '%OR10P.•�G�\� 111S/ANAL A. LYNN MILLER, P.E. P.E.# 58705 EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET INSTALLATION TYPE M EXTERIOR a WINDOW BUCK HEIGHT INSTALLATION TYPE N TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET lEMBEDMENT 1 1 �1/4" MAX SHIM USED FOR ALL SIDES OF EDGE ARCHITECTURAL DISTANCE SHAPES @ 11-7/8" O.C. MAX. INSTALLATION TYPE M EMBEDMENT I+ 1/4" MAX SHIM O 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET INSTALLATION TYPE O EXTERIOR 1 MAX. a ij SHIM - j STEEL SELF -DRILLING SMS (G5), SEE TABLE 11, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 11,THIS SHEET e ° ° °° EMBEDMENT ° y ° < 1 ° CONCRETE/CMU '' ° " PER ANCHOR EDGE REQUIREMENT DISTANCE F1/4" MAX SHIM 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET INSTALLATION NOTES' TARLF 11 FIN FRAMES ARE ONLY TO BE USED WITH GLASS TYPES 1-4 (PVB INTERLAYER), NOT TO BE USED WITH INSTALLATION GLASS TYPES 5-8, (SG INTERLAYER). TYPE N 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET ,i TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET VISIBLE LIGHT WIDTH = 5 WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH HORIZONTAL SECTION G-G EMBEDMENT EDGE DISTANCE CONCRETE/CMU PER ANCHOR REQUIREMENT EXTERIOR ID Anchor Substrate I Min. Edge Distance Min. Embedment Max O.C. Spacing_ #12 or #14 410 SS Screw Southern Pine SG=0.55 9/16" 1-3/8" 6.2" Aluminum 6063-T5 min. 3/8" 0.063" * 6.2" A36 Steel 3/8" 0.063" * 6.2" Steel Stud Gr. 33 min. 3/8" 0.045" 18 Ga * 6.2" #12 or #14 Steel Screw (G5) Southern Pine SG=0.55 9/16" 1-3/8" 6.2" Aluminum 6063-T5 min. 3/8" 0.063" * 6.2" A36 Steel 3/8" 0.063" * 6.2" Steel Stud Gr. 33 min. 3/8" 0.046' 18 Ga * 6.2" 1/4" 410 SS CreteFlex Un routed CMU, ASTM C-90 2-1/2" 1-1/4" 11.6" Concrete (min. 3.35 ksi) 1" 1-3/4" 11.6" 1/4" Steel Ultracon Concrete min. 2.85 ksi 1" 1-3/4" 11.6" Concrete min. 2.85 ksi 2-112" 1-3/8" 11.6" Un routed CMU, (ASTM C-90 2-1/2" 1-1/4" 11.6" 5116" Steel Ultracon Concrete min. 3.5 ksi 1-1/4" 1-3/4" 11.6" Grouted CMU, (ASTM C-90 2-1/2" 1-3/4" 11.6" - MIN. Ut' 3 1 NKtAUJ tStTUNU I Nt Nit IAL )UbZ> I KA I t. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. ° a ° 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. Po o 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD ° a ° BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID'CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE VERTICAL SECTION H-H WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Material Min. Fy Mn. F. Steel Screw 92 ksi 120 ksi 410 Screw 90 ksi 110 ksi Elco Macon@) 155 ksi 177 ksi 410 SS Elco CreteFlex® 127.4 ksi 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi PRODUCT REVISED as camplying iwi'h the Ewa Bui#di"g Co& Acceptance tin le- `✓d. Expira* m Date "oOr By Pvfiami nde 2rodMdct NO CHANGES THIS SHEET. c ,o z m Y 0 w � ^aa Cnn w O U) i- ti o � O ao aPo4 O "t Z U) N U) Cr)F. w z r` xa p .j o D_ cn LL = z J UmoJN 2 UJ N U o o W 0 U z � = ¢ 0(D 'ON SMO O ; >- z O o Z o O U. F- _J LL 0') Q � Paa4S ® rn z z - O FU- ►_- O Q z Q aJOOS u_ o z _J1 Q I- Q Z o w L r U X Z LL LL 911!J. �sa4 sauaS ��'�� '' �1GENSF • /�(� � No.58705 �Q SATE OF (V FtORIDP. �N�� i NAL I A. LYNN MILLER, P.E. P.E.# 58705 TART F 19" Item PGT Part J# Description Material 1 4253C Flanged Frame Alum. 6063-T5 2 4285 Equal -leg Frame Alum. 6063-T5 3 4256 Integral Fin Frame Alum. 6063-T5 4 1 4255 7/16' Lami. Glass Beading Alum. 6063 T5 5 4254 I.G. Glass Beading Alum. 6063-T5 6a 4270 Installation Fastener Cover Alum. 6063-T5 6b 4224 Installation Fastener Cover for Curves Rigid PVC 8 4267 7/16" Lami. Glass Beading for Curves Alum. 6063-T5 9 4269 I.G. Beading for Curves Alum. 6063-T5 10 70589C Gasket (at 90° comer joints) Polyethylene 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC, Duro. 65 +/-1 12 61308K Foam Beading Tape 13 Dow 791, 899, 995 or GE 7700 Backbedding Silicone 20 71652K Setting Block, Mono. 3/16" x 7116" x 4' Neoprene, Duro. 85 +/-1 21 71704AK Setting Block, I.G. 3116" x 1-3/32" x 4" Neoprene, Duro. 85 +/-1 29 76Xll4FP #6 x 1-1/4" FH SMS (Curved Beading) Stainless Steel 30 781PQX #8 x 1" Quad PH SMS (Assembly) Stainless Steel 75 Kommeding Kodispace 4SG TPS See this Sheet for Materials 76 Quanex Super Spacer nXT 77 Quanex Duraseal Spacer 78 Cardinal XL Edge Spacer ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES 2.784" .094" 4 I -� .074" 4- 1.875" 1.000" .500" .438" T T --��- OFLANGE FRAME ---� .970" [- .875" F1 �- .050" 4 7/16" LAMI GLASS BEADING STRUCTURAL POLYISO- BUTYLENE WITH DESICCANT EXT. GLASS OKODISPACE 75 4SG TPS ANGLED/CURVED FRAME ASSEMBLY 90° CORNER FRAME ASSEMBLY I I 10 I I ALL CORNERS TO USE GASKET" I / AND/OR SEALANT I � / / EQUAL -LEG FRAME EXTERIOR FLANGE FRAME EQUAL -LEG FRAME MITERED FRAME WITH INTERIOR EXTERIOR AND EXTERIOR FRAME WELDS FLANGE FRAME (SHOWN) OR CORNER KEYS AT 30 SCREW BOSSES. SEALANT AT ALL CORNERS 2.784" 2.784" .094" .094" 4 1- .062" .074" 062" .074" 062" 1.375" + 1.375"i L 500" 438" + .500" r 438" .050it0 oos' } -�I�- .050`0.006 � } �- �I �- - .050"ta.00s PRODUCT REVISE 1.125" as cemFlg� with dSs Florida 077" Building Code EQUAL -LEG FRAME A..pts we IV0 IS- 0431D. 0 9; OFIN FRAME �pknion .346" .875" T__ - .050" 5 1- 1/16" I.G. GLASS BEADING HOT -MELT BUTYL 1.037", 4� .050" 6a INSTALLATION FASTENER COVER --� I .970" �- .875" F�l -��- .050" O7/16" LAMI GLASS BEADING FOR CURVES ALUMINUM REINFORCEMENT 1/4" NOM. 3/16" NOM. STRUCTURAL BUTYL& SILICONE DESICCANT FOAM WITH FOAM DESICCANT EXT. GLASS EXT. GLASS T. GLASS INT. GLASS 76OSUPER SPACER® ODURASEA0 NXT TM 77 SPACER pi all I < I I I 10 ALL CORNERS TO j USE GASKET AND/OR SEALANT j---i [--- .346" .875" �- .050" I.G. GLASS OBEADING FOR CURVES POLYISOBUTYLENE SEAL -5/16" NOM. DESICCANT FILL M. ?:SILICONE ��SIEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS NT. GLASS INT. GLASS XL EDGETM 78 SPACER ASSEMBLY DETAILS FOR FIN FRAMES 90° CORNER FRAME ASSEMBLY Anal Fnirl IRVFn r"IVIC liJJCIVICSLT EXTERIOR <I-n MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS By NO CHANGES THIS SHEET � Y ❑ W z > uj N ^aa �- W it T 4 O CN w 0_ N CAM - u) _ j CD it W '(g 0 .J O a cn Z Z LL too ti = J UMOJC r o2 = W , c� W U ❑ W O �� : Cl) °N W .-. o� (D W JMC O a } Z Z o z rn $ O W r- v U OU Q J ❑ O o Q z ) "IS NU) (¢ rn Z O U) O CQ Z Q LL I-- >Z 0 w L W " x O u_ m D_ al}gl 1 -.3saC sauaS \\,�IIIIII/ fill LYN/u,i � '�'r �GENS • ��' i No.58705 VSTOF �� •••.FCORIDP.•`' �� P.E.# 58705