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HomeMy WebLinkAboutNOA PW 701M IAM I•DADE MIAMI-DADE 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.2ov/economy 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 -701/720/820" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: 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., 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 BATING: 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# 16-0629.14 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-0614.11 l Expiration Date: February 19, 2019 / )/0 U1t7 Approval Date: October 12, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturers die drawings and sections. (Submitted under NOA No. 03-1105.01) 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 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous 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. 03-1105.01) Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-0614.11 Expiration Date: February 19, 2019 Approval Date: October 12, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5" 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 I1 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. j. Jorge M. Plasencia, P.E. Pr uct Control Unit Supervisor P.rZct NOA No. 17-0614.11 Expiration Date: February 19, 2019 Approval Date: October 12, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5" Edition (2014) and FBC-6" 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 previous 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.L" approved on 08/04/16 and expiring on 02/19/19. Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-0614.11 Expiration Date: February 19, 2019 Approval Date: October 12, 2017 E-3 GENERAL NOTES: SERIES 720/820 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 1-112" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE, WOOD BUCKS DEPICTED AS 2X A 48" TIP -TO -TIP WIDTH - 47"BUCKWIDTH - 44-1/4" VISIBLE -. LIGHT WIDTH r B, SHEET6� I+- 6" MAX. A 95" EET6 BUCK # HEIGHT ARE 1-112" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL �I—I—�---- -- F I BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. / 92-1/4" WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY 12" MAX / VISIBLE OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). O.C. .TIGHT / HEIGHT 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. 6) MAX. 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE T THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE, USE SHIMS CAPABLE 1 OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY 6" MAX. THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE 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 E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. B) 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; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSUAF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. 10) THE 720 SERIES USES A PVB INTERLAYER, THE 820 SERIES USES AN SG INTERLAYER, THE 720 AND 820 SERIES MAYALSO BE REFERRED AS THE 701 SERIES. 'ODES /S IANUAHUS UatU: 02017 FLORIDA BUILDING CODE (FBC), 6TH EDITION *2014 FLORIDA BUILDING CODE (FBC), STH EDITION *ASTM El 300-09 *ANSI/AF&PA NDS -2015 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL, ADM -2015 *AISI S100-12 *AISC 360-10 C - SI}}IHEET 7 12" MAX. O.C. 96" TIP -TO 71P iEIGHT {I 1 DESIGN PRESSURE RATING I IMPACT RATING VARIES, RATED FOR LARGE & SMALL SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE 48" BUCK WIDTH 45-1/4" VISIBLE LIGHT WIDTH 6" MAX. -�-D, SHEET7 C E, SHEET SHEET 7 G, SHEET 9 96" BUCK — HEIGHT 93-1/4" VISIBLSIBLE / LIGHT HEIGHT 5" MAX. O.C. I I -•- B --v, i'�-- 12" MAX. 00 MAX. E7 7 SHEET6 TYP. FLANGED FRAME ELEVATION (TESTED UNIT) 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 1-1116"Lauri. IG(3116"T-7/16"Air-3116"HS-.090"PVB -3/16"HS) INSTALLATION, INT. FIN B...........9 5 CORNER ASSEMBLY- ................. 10 EXTRUSION PROFILES ................ 11 PARTSLIST. ....... .......................... 11 FIGURE 1: 12" O.C. MAX. 12" Q.C. / MAX. s^ MAX. Type Description Sheet 1 7/16" Lauri (3116" An -.090" PVB - 3/16" HS) 2 2 7/16" Lam[ (3/16" HS -.u—q0— PVB - 3116" HS) 3 31-1/16"LamI.IG(3/16" I-7/16"Air-3/16"An-.090"PVB-3116"HS) 2 4 1-1116"Lauri. IG(3116"T-7/16"Air-3116"HS-.090"PVB -3/16"HS) 3 5 7116"Lami(3/16"An-.090"SG-3116"An) 4 6 7/16" Lauri (3/16" HS -.090" SG -3116" HS) 6 7 1-1l16"Lami. IG (3/16"T-7/16"Air-3/16"An-.090"SG-3116"An) 4 8 1-1116"Lami. IG(3/16"T-7/16"Air-3/16"/15 -.090"SG-3/16"HS) 5 "SG" = "KURARAY SENTRYGLAS-INTERLAYER" BY KURARAY AMERICA, IINU. "PVB" = "KURARAY TROSIFOL� PVB INTERLAYER" BY KURARAY AMERICA, INC. i-.-- 48" BUCK WIDTH 45-1/4" VISIBLE LIGHT WIDTH F, SHEET 8 -' 4 H, SHEET 2" MAX. Building Code .E,SHEET8 iG, HEET9 Miami- de Product Control 93-1/4„ VISIBLE / LIGHT HEIGHT / 96' W z BUC U3 HEIG Aaa > y T8 �- 12" MAX. O.C. F, SHEE 2 MAX H, SHEET 99 TYP. EQUAL -LEG FRAME ELEVATION (TESTED UNIT) 5' MAX. O.C. TYP. FIN FRAME ELEVATION (TESTED UNIT) 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. i� WIDTH --=1 'r^- WIDTH --^{ TI I T (�- WIDTH --i I"'- WIDTH -r{ H 1L_ J 1Lo- '1 -----WIDTH =1 I-' - WIDTH -i I-"- WIDTH -" TF-- -- --� �0-- L (�----WIDTH -WIDTH WIDTH 11 �I I K IT PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0614.11 expiration D 902/19/2019 By Miami- de Product Control JR - 06/06/17 - UPDATED d 0 ANCHORAGE TO FSC 2017. W z U3 U Aaa > y N C) tt C LOCO >_ > > U` CNS z M Q D N o a7op M C~7 K ,(g ummp O_j o a m z L coS= Z J r r o0 U U o o� W ON `JMQ FW- z _< W ,. U Z (� o >z CD z m o p z O U J ; O Q CO W C-5 €aa4S F UJ O O Z q 0 Z Z ala 5 a~ W Q W W z r_ 00 O X WI ad LL U 71 rosa0 sauas Ly _ *.: • Na. 58705 -' y fg :. 0� `. T OF '/'/ 70NAL •0 . 1EN A. LYNN MILLER, P.E. P.E.# 58705 7116" LAMINATED �} GLASS STACK 3116" ANNEALED GLASS USED AT CURVED FRAME MEMBERS ONLY @ 11-718" O.C. MAX. EXTERIOR a GLASS TYPE PVBINTERLAYER HEAT STRENGTHENED GLASS LONG SIDE GLASS BITE SHORT 1/1S IDE 13 IE T �, LONG SIDE -� i SHORT SIDE TABLE DIMENSIONS MAY BE Y U Window Design Pressure (+l-, psf) for Glass Type 7 Window Design Pressure (+(.., psf) for Glass Type 3 (7 nay r HORIZONTALLY AS SHOWN. d O 1-1/16" NOM..�� GLASS STACK 7116" LAMINATED Cl) 0 Lang Side (n} Lang Side (in) GLASS STACK N 3116" HEAT WO 67-7f8 72 76 80 84 88 92 96 100 104 109-1/2 109-112 30 +/-80 +1-80 +1-80 +1.80 +150 +180 +f-80 +1-80 +1-80 +1-80 +/-80 +f-80 32 +i 30 -;I-80 +f-60 +1-80 +150 +/-80 +1-80 +1-80 +1-80 +,-80 +/-80 +i-aQ 34 +1-B0 ---TIT-80 +1-80 +1-80 +180 +180 +f-80 +1.80 +1-80 +1-79.8 +/-79.4 +/-80 36 +/-80 +180 +1-80 +f-80 +180 +!-80 +1-79.7 +1-772 +)-75.1 +(-73.4 +1-72.2 +/-80 38 +1-80 +1-80 +1-80 +1-80 +f80 +f-78.1 +f-75.2 +1-725 +i-70.3 +1-68,5 +1-66.3 +1.74.3 40 +1-80 +/SQ +1 -SO +1.79.8 +/-77.2 +1-743 +r-71.3 +1-67.9 +1$5.1 +1$3.4 +1$1.6 +1-69 42 +180 +(80 +; _gp +1-77.4 +f-74.3 +1-71.3 +!-58.2 +I-64.7 +1$f.6 +1-59.8 +1-58.2 +1-�2 44 +1-80 +1-80 +f-78.9 +i-75.4 +t-72.1 +f-68.9 +1-65.6 +/-622 +f59.7 +1-57.5 +183.9 46 +1-80 +1-80 +l-772 +/-73.6 +1-70.1 +i-66.8 +/-63.5 +/-6Q.3 +1577 +f65.1 II 48 +/-80 +1.79.3 +1-75.6 +'-719 +/-68.3 +1-64.9 +1-61.5 +1-58.2 +1-65.$ N �-_ +,5 1-77 + 174 .1 +1-70.3 + /.667 +1$3.1 +f-59-7 +1-67.5 s 52 +i-791 +1-75.6 1 +1-72.4 +t-68.8 +1$5.1 +-61.5 +1-69.5 `n 54 +1.774 +.1-73.6 +/-76.5 +f-67,3 +1-63,5 +1-71.8 56 +/-758 +(-72 +158.6 +1-65.3 +1-73_B 58 +(-74.2 +r-70.3 +1-66.8 +145.4 60 +1-727 +1-68,7 +1.65 +1-73.5 62 +1-71.2 +f-67.1 +i-75.8 64 +1-69.7 +1-65.5 +1-74 66 +1583 +/-77.2 s7-718 +f-67 +l'-74.9 7116" LAMINATED �} GLASS STACK 3116" ANNEALED GLASS USED AT CURVED FRAME MEMBERS ONLY @ 11-718" O.C. MAX. EXTERIOR a GLASS TYPE PVBINTERLAYER HEAT STRENGTHENED GLASS LONG SIDE GLASS BITE SHORT 1/1S IDE 13 IE T �, LONG SIDE -� i SHORT SIDE TABLE DIMENSIONS MAY BE Y U W > y Window Design Pressure (+(.., psf) for Glass Type 3 (7 nay r HORIZONTALLY AS SHOWN. d O 1-1/16" NOM..�� GLASS STACK 7116" LAMINATED Cl) 0 o N Lang Side (in) GLASS STACK N 3116" HEAT WO 67-718 72 76 80 84 1 88 1 92 96 100 104 109-112 30 +f-80 +1-80 +1-80 +1-80 4 +1-80 +1-80 +1-80 +/_80 +'-80 +f-80 +f-80 FRAME MEMBERS ONLY 29 32 +180 +i-fi0 +1-80 +1-80 +/-80 +f -so +;-aQ +t80 +I-80 +1-80 +i-aQ 34 +1.80 +1-80 +180 +(-80 +180 +/-80 +180 +1-80 H80 +1-80 +/-80 36 +1-80 +1-80 +1-80 1 +l-80 +ISO +f-80 +/-80 +1-80 +1-60 +1-80 +/-80 38 +f80 +1-80 +f-80 +t-80 +150 +f-80 +/-80 +(80 +/.79.4 +1-76.4 +1.74.3 o 40 +f-80 +1-80 +1-80 +1-80 +/S0 +/-80 +180 +1-767 +/-73.5 +1-70.9 +1-69 42 +1-80 +1.80 +(-80 +/-80 +150 +iSO +1_77 +1-731 +1$9.6 +f-66.9 +1-�2 44 +180 +/-80 +t-80 +180 +180 +1-77.8 +1-74.1 +1-70.3 +187.5 +183.9 - 46 +1-80 +}_g0 +/-BO +(-80 +/-79.2 +/-75.4 +/-71.7 +168.1 +f65.1 48 +150 +f 80 +'-80 +l-80 +/-77.2 +1-73.3 +1-69.5 +1-65.$ N 50 +(-80 +180 +f-80 +f-79.4 +1-75.3 +1-71.3 +1-67.5 s 52 +1-80 +1-80 +180 +'-77.7 +1-73.5 +1-69.5 m 54 +/-80 +1-80 +1-79.6 +l-76 +1-71.8 56 +180 +/S0 +i-775 +1-73_B 58 +f-80 1 +1-79.4 +145.4 60 +1-80 +1-77.6 +1-73.5 62 +1$0 +i-75.8 64 +1-78 8 +1-74 66 +/-77.2 67-7/8 +l'-74.9 7116" LAMINATED �} GLASS STACK 3116" ANNEALED GLASS USED AT CURVED FRAME MEMBERS ONLY @ 11-718" O.C. MAX. EXTERIOR a GLASS TYPE PVBINTERLAYER HEAT STRENGTHENED GLASS LONG SIDE GLASS BITE SHORT 1/1S IDE 13 IE T �, LONG SIDE -� i SHORT SIDE NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 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. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0614.11 Expiration Date 02/19/2019 By NO CHANGES THIS SHEET. z TABLE DIMENSIONS MAY BE Y U W > y ORIENTED VERTIGALLY OR (7 nay r HORIZONTALLY AS SHOWN. d O 1-1/16" NOM..�� GLASS STACK 7116" LAMINATED Cl) 0 o N x190 GLASS STACK N 3116" HEAT WO STRENGTHENED GLASS O J O a n ti � � S Z 3/16" TEMPERED GLASS Z o O W 7116" AIR SPACE 3/16" ANNEALED GLASS SHORT ,090"PVB INTERLAYER SIDE 11 5 O USED AT CURVED o > r E n> > z FRAME MEMBERS ONLY 29 S/8" O U1 @ 11-7/8" O.C. MAX. GLASS BITE J J LONG 1-3 �� SIDE EXTERIOR m � a75-78 21 13 ® m Z GLASS TYPE 3 [n co F- SHORT (1) Z Q SIDE NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 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. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0614.11 Expiration Date 02/19/2019 By NO CHANGES THIS SHEET. z a Y U W > y N (7 nay r Q� w d � d O � o > > Cl) 0 o N x190 (D N z N N -jK WO Fg O J O a n ti � � S Z Z o O W U o o� Q ON Ld m r 1 F LU ¢ O 9m] o > r E n> > z Z m o O U1 J J UJO Q N Q F- m � LD hays ® m Z [n co F- O (1) Z Q O aIo s Z OLU Z NDN X LU a a LL o alill OSaO salla5 ®NY LYIVIV 17., No. 58705 O (U�� fy11I11il1n ` A. LYNN MILLER, P.E. P.E.# 58705 1 Htl LC 4: Window Design Pressure (+/-, psfl for Glass Types 2 & 4 Long Side (in) 67-778 1 72 76 80 84 88 92 96 100 104 109-"712 112 116 120 124 128 132 136 140 1 144 30 32 +1.80 +7-80 +7.80 +1-80 +f-80 +r-80 +/-80 +/-80 +1-80 +1-80 +1-80 +1$0 +1-80 +1-80 +1-80 +1-80 +i-80 +1-80 +1-80 +1-80 +/-80 +1-80 +1-80 +1-80 +IAO +1-80 +1.80 +t-80 +1$0 +fAO +i-80 +1-W +1-80 +/-80 +1-80 +/.80 +/_80 +1-80 1 +/-80 +/-80 34 +/-80 +1-80 +/-80 +1-80 +;-80 +1-80 +1-80 +1A0 +1-80 +/A0 +/-80 +/-80 +1-80 +1A0 +/-EO +/-80 +1-$0 36 +1-80 780 +1-80 +1-80 +1-80 +t-80 +1-80 +/AO +1-80 +-80 +f-80 +).80 +1-80 +1-80 +/-80 +IAO 38 +1-80 +1-80 +11-80 +/-80 +1-80 +1-80 +/-80 +/-80 +1-80 +/-80 +1-80 +1-80 +1-80 +1-80 40 +1-80 780 +1-80 +/-80 +1-80 +1-80 +/-$0 +/-80 +1-80 *1-80 +1-80 +/AO 42 +fAO +1-80 +1 A0 *1-80 +t-80 +/-80 +1-60 +1-80 +1-80 +1-80 +f-80 44 +1-80 +1A0 +1A0 1 +1-80 +f-80 +1-& +/-80 +1-80 +1-80 +1-80 +1-80 +,AO +1-80 +1-80 +1-80 +/.80 +Y -BO +1A0 +/-80 48 +f-80 +i-80 +i-80 +f-80 +1-80 +/AO +1-80 +/-80 50 +1-$0 +1A6 +r -Bo +roe +f a9 +r $6 +t-sa r � 52 +/-80 +1-$0 +f-80 *IAO +f-80 +f-79.1 ;n 54 +1$0 +1-80 +1-80 +1-80 +/-78.6 56 +f-80 *t-80 +1-80 +1-79.1 �8 +1-80 +1-80 +t-80 60 +1A0 +1-80 +t-79.3 62 +1-80 +/AO 64 +1-80 ;/--820 66 IAO 67-718 +/-80 NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION, 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 USED AT CURVED FRAME MEMBERS ONLY @ 11-718" O.C. MAX. 1-1/16" NOM. TABLE DIMENSIONS MAY BE GLASS STACK 7116" LAMINATED ORIENTED VERTICALLY OR �— GLASS STACK HORIZONTALLY AS SHOWN. 3/16" HEAT STRENGTHENED GLASS LONG .090" PVB INTERLAYER 3/16" TEMPERED GLASS SIDE 3/16" HEAT 3116" HEAT STRENGTHENED GLASS �-- LONG SIDE STRENGTHENED GLASS 7116" AIR SPACE .090" PVB INTERLAYER 11 SHORT AT 5 SIDE SHORT FRAME MEMBERS ONLY _ USED 5/8" EESIDE I" 518" 29 GLASS BITE @ 11-7/8" O.C. MAX. GLASS BITE U } � EXTERIOR EXTERIOR LONG SIDE —►-{ 20 13 a 7s7e 21 13 LONG GLASS TYPE 2 GLASS TYPE 4 SHORT �/ SIDE SHORT SIDE PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0614.11 Expiration Date 02/19/2019 NO CHANGES THIS SHEET. c 0 y M Y U W z N 04 n naa w � F❑ d O 7 U 4 } LO as°a U N O N ��00 O M �� LU o J O a rn Z .(g r O) 1� I LMOlQ ❑ U LLo © LU W CO W O Z p 0 N r U h W t Q O in J < a F U) LU ;aa4S O rn Z 0 Fu r O W Z Q ❑Lij Z_ of O Z NN O X W ILd LL ❑ al;iy asap sauaS Y LYNN �, VIGENSF •'• l�� No. 54705 0 �117E/ �O�- Pt ass®NAL A. LYNN MILLER, P.E. P.E.# 587D5 TIkRI E 5: TABLE 6: Ce) Y CJ W ? > m Window Design Pressure (+/-, pso for Glass Type 5 Cf) .+aa ON w it �- Lam+ a1u0 O m Lung Side (in) of 0 V Cl)to o 67-718F+90f-120+90/,115S 72 76 80 8d SS 92 96 F-1 00 104 409-1!2 30 +901-125.40 +90/-130 +90/-115.5 +99A11S +901-1085 +901-106 +901-1045 +901-1035 +90/-1025 +90/-100.7 +90(.97.9 Z O 32 +901-116.9.8 +90/-125,1 +901-105.3 +9N-101.6 +901-98.7 +901-95.7 +g0L923 +g01-90-6 +901-90.3 +1-89.9 +139 34 +901-108.93 +901-116.4 +901-98.8 +9W-95.1 +9pr-91.8 +!-882 +1-84.4 +t-81.5 +180,1 +1-79.8 +/-79.4 36 +901-102.6.1 +901-109.8 +90!-928 +f-889 +/85.5 +l-82.6 +1-79.7 +r-772 +i-75.1 +(-734 +1-722 Z_ 38 +901-98.42 +90/-104.2 +1-86.7 +1-832 +1-80.7 +1-781 +1-75.2 +7-725 +1-70.3 +1-685 +1-66.3 LU 40 +901-94.6 +901-99.6 +/-82.6 +/-79.8 +1-T7.2 +i-743 +1-71.3 +/-679 +1.651 +/-634 +/-61.6 42 +90691.37 +901-95.7 +1-807 +)-77.4 +1-74.3 +(-71.3 +158.2 +1-647 +1-61,6 +1-59.8 +I-58.2 44 +1-883 .4 +1-789 1 +l-75.4 +/-72-1 +158.9 +11-65.6 +/-622 +159.7 +1-57.5 a 46 +1-854 +1-80.8 +/..77.2 +1-73.6 +1-70.1 +/-66.S +153.5 +1-603 +1-57.7 0 48 +1-827 +1-79.3 +/.75.6 +1-71.9 +1-58.3 +1345 +!-61.5 +(-582 y 50 +1-809 1 +!-77.5 +1-74.1 +1-70.3 +i-66.7 +/-71.3 +197.5 e 52 +/-89.4 +/-85.5 +1-72.4 +;-58.8 +185.1 +f -S1.5 rn 54 +/-875 +/.73.8 +1-70.5 +1-67.3 +/-63.5 56 +/-85.6 +1-72 +1-68.6 +)-65.3 - 58 +/-83.8 +1-70.3 +/-66.860 60 +/-82.1 M+I-75+l-75.6 +/-58.7 +t-6562 62 +/-80.4 +1$7.164 64 +/-78.8 +1-65.566 66 +/-77,2 67-7/8 +1-74.9 TABLE 6: 7116" LAMINATED GLASS STACK 3/16" ANNEALED GLASS USED AT CURVED FRAME MEMBERS ONLY @ 11-7/8" O.C. MAX. EXTERIOR a .090" SG INTERLAYER ANNEALED GLASS 1 kGLASS 5/8" BITE 20 GLASS TYPE 5 +-- LONG SIDE T_ SSIDET �� I-- LONG SDE SS IDE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-0/16" NOM. GLASS STACK GLA LAMINATED GLASS STACK 3/16" TEMPERED GLASS 7/16" AIR SPACE USED AT CURVED FRAME MEMBERS ONLY @ 11-718" O.C. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. EXTERIOR a GLASS TYPE 7 16" ANNEALED GLASS 3/16" ANNEALED GLASS ,090" SG INTERLAYER 5/8" GLASS SITE SHORT _ SIDE LONG SIDE SHORT SIDE PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17.0614.11 Expiration Date 02/19/2019 By NO CHANGES THIS SHEET. CL Ce) Y CJ W ? > m Window Design Pressure (+/-, psf) for Glass Type 7 Cf) .+aa ON w it �- Lam+ a1u0 O m Long Side (in) of 0 V Cl)to o 67-7/8 72 76 80 84 88 92 96 100 104 1,69-1(2 30 +90/-130 +90/-130 +904130 +901-126 +90/-122.6 f +901-119.8 +90/-118.1 +90/-117 +90!-115.8 +90/-112.7 +901-109.9 Z O 32 +901-130 +90/-125,1 +901-118,9 +90/-114.8 +90/-111.5 +90/-108.1 +90/-104.3 +901-102.4 +90/-102 +g0/-101.4 +901-99.7 34 +901-123.1 +901-116.4 +901-111.7 +901-107.5 +90/-103.8 +90199.7 +901-95.3 +90/-92.1 +90/50.5 +/-90 +1$9.6 36 +90/-116 +901-109.8 +901-104.8 +90/-100.5 +90%96.6 +901-93.3 +/-90 +/-87.3 +/-84-9 +/-82.3 +/-81.2 Z_ 38 +90/-111.2 +90/-104.2 +90/-97.9 +901-94 +901-91.1 +;-88.2 +1-84.9 +/-81.9 +/-79.4 +/-76.4 +/-74.3 LU 40 +90F108.g +901-99.6 +901-93.4 +901-90.1 +/-87.2 +1-84 +/-80.5 +/-76.7 +/-73.5 +/-70.9 +1.69 42 +901-103.2 +901-95.7 +90/-91.2 +/$Z4 +/-g4 +/-80.6 +/-77 +/-73.1 +/-69.6 +/-66.9 +/-652 44 +90/-99.7 +90193.1 +/-89.1 +/-85.2 +/-81.4 +/-77.8 +/-74.1 +1-70.3 +/$7.5 +1-63.9 a 46 +90/-96.5 +90/-91.3 +/-87.2 +/-83.2 +/-79.2 +/-75.4 +/-71.7 +/-68.1 +/-65.1 0 48 +90/-93.5 +199.6 +/-85.4 +/-81L2 +/-77.2 +1-73.3 +/-69.5 +/95.8 y 50 +90%91.4 +1-87.6 +/-83.7 +1-79.4 +/-75.3 +/-71.3 +197.5 J9 52 +/-89.4 +/-85.5 +/-81.8 +/-77.7 +/-73.5 +1-69.5 rn 54 +/-875 +/-83.4 +/-79.6 +/-76 +/-71.8 56 +/-85.6 +/-61.4 +1-77.5 +/-73.8 - 58 +/-83.8 +T79.4 +/-75.4 60 +/-82.1 +1-77.6 +1-73.5 62 +/-80.4 +/-75.8 64 +/-78.8 +/-74 66 +/-77,2 67-7/8 +1-74.9 7116" LAMINATED GLASS STACK 3/16" ANNEALED GLASS USED AT CURVED FRAME MEMBERS ONLY @ 11-7/8" O.C. MAX. EXTERIOR a .090" SG INTERLAYER ANNEALED GLASS 1 kGLASS 5/8" BITE 20 GLASS TYPE 5 +-- LONG SIDE T_ SSIDET �� I-- LONG SDE SS IDE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-0/16" NOM. GLASS STACK GLA LAMINATED GLASS STACK 3/16" TEMPERED GLASS 7/16" AIR SPACE USED AT CURVED FRAME MEMBERS ONLY @ 11-718" O.C. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. EXTERIOR a GLASS TYPE 7 16" ANNEALED GLASS 3/16" ANNEALED GLASS ,090" SG INTERLAYER 5/8" GLASS SITE SHORT _ SIDE LONG SIDE SHORT SIDE PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17.0614.11 Expiration Date 02/19/2019 By NO CHANGES THIS SHEET. CL A. LYNN MILLER, P.E. P.E.# 58705 Ce) Y CJ W ? > m N Cf) .+aa ON w it �- Lam+ a1u0 O m U zw of 0 V Cl)to o Fg OJ O a �n Z n Z W 0 n i J umu�0 O UW o o0 W o_ W Z 0 a ON W0 (j M o a Z O 0 Q J W LL a QJ W Ia84S © m Z_ CL U) O U) Z Q O K a100S Z_ O 'S Z 04 NN r w p C7 m X LU LL O a/)� 'osa4 sauag A. LYNN MILLER, P.E. P.E.# 58705 NOTES' 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS, 7/16" LAMINATED GLASS STACK 3/76" HEAT STRENGTHENED GLASS USED AT CURVED FRAME MEMBERS ONLY @ 11-7/8" O.C. MAX. EXTERIOR a TABLE DIMENSIONS MAYBE T ORIENTED VERTICALLY OR 1-1/16" NOM. HORIZONTALLY AS SHOWN. GLASS STACK 7116" LAMINATED LONG GLASS STACK SIDE 3116" HEAT STRENGTHENED GLASS LONG SIDE .090" SG INTERLAYER 3/16" TEMPERED GLASS 7� 3/16" HEAT 3/16" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16" AIR SPACE .090" SG INTERLAYER SHORT 1 SIDE ,tp SHORT 5 1 SIDE USED AT CURVED 5/8" FRAME MEMBERS ONLY 29 5/8" GLASS BITE 01).11-718" O.C. MAX. GLASS BITE LASS TYPE 6 1-2 T ��— LONG SIDE EXTERIOR # (I—I 75-78 21 13 SHORT LONG SIDE /� SIDE GLASS TYPE 8 SHORT SIDE PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0614.11 Expiration Date 02/19/2019 BY NO CHANGES THIS SHEET. c 0 z r LIJ Y U > N UJ naa w r 0 o a- O CDN z a7o0 O d'LU .,,� O O J o a y Z "(g z U_ 1S J um -0 ❑ U W O O� W LLIJ CI Z v ria Z -°N ul CD oma > > Z o z o O J w O J Q 4 h LU 1-7-745 ® m Z 0L F- O U) Z Q ❑ DO -71909 u z a O Z NN o ❑ CD ; 09 W O x W D_ D- LL ❑ -71771 ��se4 seua9 ©NYLYN& ��• •.- `ICENgF No.58705 15i ®� . ST E F .' X44/ 1 SOI OVAL 0\`\\� WN A. LYNN MILLER, P.E. P.E.# 58705 Window Design Pressure (+/-, psfj for Glass Types 6 & 8 Long Side (in) 67-718 1 72 75 1 80 84 88 92 96 100 104 109-112 112 116 120 124 128 132 136 140 144 30 +90/-130 +901-130 +901-130 +90r-130 +901-130 +901-130 +901-174 +9tr1-130 +901-130 +901-130 +901-130 +901-130 +901130 +90/-130 +90/-130 +901130 +901-130 +901-130 +901-130 +901-130 32 +90t-130 +901-130 +901-130 +901-130 +90'-130 +901-130 +901-130 +901-130 +apt -130 +90)-130 +901-130 +901-130 +907-130 +901-130 +90f-130 +901-130 +901130 +901-130 +901-130 +901-130 34 +901-130 +901130 +901130 +907-130 +901130 +901-130 +901-130 +901}30 +90f-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 - 36 +90/-130 +901-130 +901-130 +901-130 +90/-130 +901-130 +901-130 +901-130 +90/-130 +905-130 +901-130 +901-130 +9Q1-130 +90Y-130 +901-130 +901-130 38 +901-133 +901.174 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 I +90f-1292 +901.1223 40 +90f-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +90/-130 +901-130 +90/-130 +90'-126.8 +901-1232 +90/-122 42 +90/-130 +901.130 +001-130 +901-130 +901-130 +901-130 +901-130 +90-129.3 +9tY-123.2 +9(y_119.7 +9G(-118.4 44 +901-130 +90/-130 +90/-130 +901-130 +90,'-130 +901-130 +90(-130 +901-124.5 +901119.4 +901-^,15 46 +901-130 +901-130 +901-130 +90,'.M +901-130 +901-130 +9C6-126.9 +90x-120.5 +90+-115.3 a 48 +901-130 +901-130 +901130 +901-130 +901-130 +9&-1297 +90/-123 +99-116.5 50 +90/-130 +901130 +901-130 +901-130 +901-130 +90I-1262 +89.4/-119. s 52 +901130 +901-130 +901-130 +901-130 +90/-130 +88.81-123 N 54 +90t-130 +901-130 +901-130 +901130 +88.8/-127.1 56 +901-130 +90/-130 +901-130 +89.41-129 58 +901-130 +901_130 +901-130 60 +901-130 +901-130 +89.61-129, 62 +90/-130 +901-130 64 +90/-130 +90/-130 66 +901-130 57-7/8 1 +901-130 NOTES' 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS, 7/16" LAMINATED GLASS STACK 3/76" HEAT STRENGTHENED GLASS USED AT CURVED FRAME MEMBERS ONLY @ 11-7/8" O.C. MAX. EXTERIOR a TABLE DIMENSIONS MAYBE T ORIENTED VERTICALLY OR 1-1/16" NOM. HORIZONTALLY AS SHOWN. GLASS STACK 7116" LAMINATED LONG GLASS STACK SIDE 3116" HEAT STRENGTHENED GLASS LONG SIDE .090" SG INTERLAYER 3/16" TEMPERED GLASS 7� 3/16" HEAT 3/16" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16" AIR SPACE .090" SG INTERLAYER SHORT 1 SIDE ,tp SHORT 5 1 SIDE USED AT CURVED 5/8" FRAME MEMBERS ONLY 29 5/8" GLASS BITE 01).11-718" O.C. MAX. GLASS BITE LASS TYPE 6 1-2 T ��— LONG SIDE EXTERIOR # (I—I 75-78 21 13 SHORT LONG SIDE /� SIDE GLASS TYPE 8 SHORT SIDE PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0614.11 Expiration Date 02/19/2019 BY NO CHANGES THIS SHEET. c 0 z r LIJ Y U > N UJ naa w r 0 o a- O CDN z a7o0 O d'LU .,,� O O J o a y Z "(g z U_ 1S J um -0 ❑ U W O O� W LLIJ CI Z v ria Z -°N ul CD oma > > Z o z o O J w O J Q 4 h LU 1-7-745 ® m Z 0L F- O U) Z Q ❑ DO -71909 u z a O Z NN o ❑ CD ; 09 W O x W D_ D- LL ❑ -71771 ��se4 seua9 ©NYLYN& ��• •.- `ICENgF No.58705 15i ®� . ST E F .' X44/ 1 SOI OVAL 0\`\\� WN A. LYNN MILLER, P.E. P.E.# 58705 INSTALLATION TYPE A WINDOW BUCK HEIGHT TIP -TO -TIP WINDOW HEIGHT EDGE 2X WOOD BUCKSTRIP Min. Edge Distance INSTALLATION INSTALLATION #12 cr #14 410 SS Screw DISTANCE OR FRAMING, SEE NOTE 2, THIS SHEET LIGHT TYPE C TYPE B EMBEDMENT HEIGHT= 12" Steel Stud, Gr. 33 min. 3/8" 0.045"(18 Ga)* EMBEDMENT 1X WOOD BUCKSTRIP, _t 9/16" 1-3/8" BUCK 1/4" MAX SEE NOTE 2, THIS SHEET A36 Steel 316" 0.063" * HEIGHT- Steel Stud, Gr. 33 min. 318" 0.045" (18 Ga)" 12" _ 2-3/4" g_ 1-1/4" EMBEDMENT Concrete (min. 3.35 ksi) 1" 1-3/4" SHIM ?Y TYPE, EMBEDMENT AND ° EDGE W Z CD i¢ 3/4" 12" INSTALLATION ANCHOR DISTANCE EDGE DISTANCE PER SUBSTRATE, I EDGE DISTANCE 12" UNDERNEATH THE EDGE a 5116"Steel Ultracon SEE TABLE 8, THIS SHEET ,. 314" 12" Grouted CMU, (ASTM C-96)14" 6 V MIAMI-DADE APPROVED MULLION " DISTANCE P Q J Z 21 (SEE SEPERATE NOA), ALUMINUM, �1/4" MAX a 6 - STEEL FRAMING OR STEEL STUD, SEE SUBSTRATE PROPERTIES, n � SHM W29 TABLE 8,THIS SHEET © m 1 Q . ANCHOR TYPE, J U) ° —EDMENT AND EDGE z 0 Z ° al°as TANCE PER SUBSTRATE, _ W K n TABLE 8, THIS SHEET r -W X ¢J a a W RVEDU EXTERIOR ai7r1asap EMBERS ONLY.C. MAX. a 4 11 CONCRETE/CMU PER ANCHOR VISIBLE LIGHT WIDTH = 5 III ° REQUIREMENT WINDOW BUCK WIDTH - 2-314' WINDOW BUCK WIDTH CONCRETE'CMU TIP -TO -TIP WINDOW WIDTH PER ANCHOR EXTERIOR REQUIREMENT 1/4" MAX. SHI HORIZONTAL SECTION A -A EMBED INSTALLATION EDGE DISTANCE TYPE B VERTICAL SECTION B -B �T 1/4"MAXSHIM } 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET CONCRETE PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET INSTALLATION NOTES TAPI P A Anchor Substrate Min. Edge Distance STEEL VISIBLE #12 cr #14 410 SS Screw P.T. Southern Pine (SG=0.55) SELF -DRILLING SMS LIGHT 12" Aluminum, 6063-T5 min. 3/8" 0.063" * (GS), SEE TABLE HEIGHT= 12" Steel Stud, Gr. 33 min. 3/8" 0.045"(18 Ga)* THISSHEET WINDOW P.T. Southern Pine (SG=0.55) 9/16" 1-3/8" BUCK Aluminum, 6063-15 mill. 3B" 0963" ` 12" A36 Steel 316" 0.063" * HEIGHT- Steel Stud, Gr. 33 min. 318" 0.045" (18 Ga)" 12" INSTALLATION 2-3/4" 2-112" 1-1/4" 12" Concrete (min. 3.35 ksi) 1" 1-3/4" 12" 1/4" Steel Ultracon METHOD D W Z CD i¢ 3/4" 12" INSTALLATION ANCHOR 12" Ungrouted CMU, (ASTM C-90)1/4" 12" UNDERNEATH THE 12" 5116"Steel Ultracon Concrete (min. 3.5 ksi) BEADING EE) TEEERRR 314" 12" Grouted CMU, (ASTM C-96)14" 12" V MIAMI-DADE APPROVED MULLION " Q J Z 21 (SEE SEPERATE NOA), ALUMINUM, 6 - STEEL FRAMING OR STEEL STUD, SEE SUBSTRATE PROPERTIES, n � � TABLE 8,THIS SHEET EMBED INSTALLATION EDGE DISTANCE TYPE B VERTICAL SECTION B -B �T 1/4"MAXSHIM } 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET CONCRETE PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET INSTALLATION NOTES TAPI P A Anchor Substrate Min. Edge Distance Min. Embedment Max O.C. Spacing #12 cr #14 410 SS Screw P.T. Southern Pine (SG=0.55) 9116" 1-318" 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) P.T. Southern Pine (SG=0.55) 9/16" 1-3/8" 12" Aluminum, 6063-15 mill. 3B" 0963" ` 12" A36 Steel 316" 0.063" * 12" Steel Stud, Gr. 33 min. 318" 0.045" (18 Ga)" 12" 114" 410 SS CreteFtox Ungmuted CMU, (ASTM C-90) 2-112" 1-1/4" 12" Concrete (min. 3.35 ksi) 1" 1-3/4" 12" 1/4" Steel Ultracon Concrete (min. 2.85 ksi)=2-11Z'1-314�' W Z CD i¢ 3/4" 12" Concrete (min. 2.85 ksi 3/8" 12" Ungrouted CMU, (ASTM C-90)1/4" 12" Grouted CMU, (ASTM C-90) 12" 5116"Steel Ultracon Concrete (min. 3.5 ksi) 314" 12" Grouted CMU, (ASTM C-96)14" 12" * MIN. OF 3 THREADS BEYOND THE METAL SUBS I RAI I=. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. 1. USE ONLYANCHORS LISTED ON THIS SHEET, FOLLOW EMBEDMENTAND 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. F„ Steel Sorm 92 ksi 120 ksi 410 Screw 90 ksi 110 ksi Elco UltraCorM 155 ksi 177 ksi 410 SS Elco Crete[`JwS 127.4 ksl 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 56 ksi Gr. 33 Steel Stud 33 ksi 45 ksi PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0614.11 Expiration Date 02/19/2019 By —' NO CHANGES THIS SHEET. 0 h d m O W T N I 07 i nay W m � U) T p % � o , O ro atea O N zW K co WE W CD N Rg OJo am Z n W O Z CO r � J uMoip p _ 2 W `i N UOQ o� Q :E W Z CD i¢ _ ON W i Y Z Z a O V LL Q J Z O m O m � � 1aa45 © m Z Q J U) O ¢ z 0 Z U) al°as _ W K n O r -W X ¢J a a W LL sauag ai7r1asap 5,�•��ON� ,'t N0.58705 S 0 S�T WTE IF7 //ONAL tE� \ A. LYNN MILLER, P.E. P.E.# 58705 EDGE DISTANCE INSTALLATION TYPE E EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 23/4" 2X WOOD BUCKSTRIP Substrate INSTALLATION OR FRAMING, SEE Max O.C. Spacing TYPE G NOTE 2, THIS SHEET 9/16" 1-3/8" 12" Aluminum, 6063-T5 min. 318" I 0.063 ' h— EMBEDMENT- - � 12" yi 1/4"MAX SHIM SHIM EMBEDMENT #12 or #14 Sleet Screw (G5) P.T. Southern Pine (SG=0.55) 9116" EDGE 12" 114" MAXf —(9_I_SHIM DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET , USED AT CURVED FRAME MEMBERS ONLY °' - •m. .-- @ 11-7/8" O.C. MAX. CONCRETE/CMU PER ANCHOR REQUIREMENT 1/4" MAX. SHIM —►{ �+-- STEEL SELF -DRILLING SMS (G5), SEE TABLE 9, THIS SHEET INSTALLATION TYPE H EXTERIOR 15 MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9,THIS SHEET 114" MAX SHIM IX WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET " CONCRETE PER EMBEDMENT ANCHOR s m REQUIREMENT INSTALLATION EDGE TYPE FTYP. ANCHOR TYPE, EMBEDMENT DISTANCE AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET VERTICAL SECTION D -D INSTALLATION NOTES INSTALLATION TYPE F 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET EXTERIOR ID 1 VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH - 2-314" WINDOW BUCK WIDTH HORIZONTAL SECTION C -C TARI F 4 EMBEDMENT ,a EDGE DISTANCE CONCRETE/CMU PER ANCHOR REQUIREMENT Anchor Substrate Min. Edge Distance Min. Embedment Max O.C. Spacing 412 or #14 410 SS Screw P.T. Southern Pine (SG=0.55) 9/16" 1-3/8" 12" Aluminum, 6063-T5 min. 318" I 0.063 ' 12" A36 Steel 318" 0.063"' 12" Steel Stud, Or. 33 min. 318" 0.045" (18 Ga) 12" #12 or #14 Sleet Screw (G5) P.T. Southern Pine (SG=0.55) 9116" 1.3/8" 12" Aluminum; 6063-T5 min. 318" 0.063" ' 12" A36 Steel 318" 0.063" ' 12" Steel Stud, Gr. 33 min. 316" 0.045" (18 Ga) ` 12" 1l4" 410 SS GreteFlex Ungrouted CMU, (ASTM C-90) 2-112" 1-1/4" 12" Concrete (min. 3.35 ksi) 1" 1-3/4" 12" 114" Steel Ultracon Concrete (min. 2.85 ksi) V 1-3/4" 12" Concrete (min. 2.85 ksi) 2-112" 1-3/8" 12" Ungrouted CMU, (ASTM CW) 2-112" 1-1/4" L 12' Grouted CMU, ASTM 090) 2-1/2" 1-314" 12" 5116" Steel Ultracon Concrete (min. 3.5 ksi) 1-114" 1314" 12" Grouted CMU, (ASTM C.90 2-112" 1-3/4" 12" ' MIN. OF 3 THREADS BEYOND THE METAL SUBS I RA I t. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. 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 BYAUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF ASIZE TO PROVIDE FULL SUPPORT YO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Materia! Min. Fy Min. F� Steel Screw 92 ksi 120 ksi 410 Sdrew 90 ksi Hoke, Elco Ultracone 155 ksi 177 ksi 410 SS Elco GreteFlex® 127.4 ksi 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Or. 33 Steel Stud 33 ksi 45 ksi PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0614.11 Expiration Date 02/19/2019 NO CHANGES THIS SHEET. m Y U W ? > U N w O o co O �- n o aio0 O m 0 -, FIn O J co G rr LU N O J O dti Z T r z LL (D n s J amct0 Q = r o 7 W UUo o� Q W -- W H J 'oN O > E z r O z CA O r (- Z LL Q O J n a � � J 1aa4S ® N z U) F h O Z_ z 4 ❑ (.D 21O0S u z W J NN wC) Q n co w U D- d LL Llj alell rosa0 sauaS \ d Y LYN)v4f i ' L\GENgF'• ��`� � No. 58705 _ J� 5TTIEFF .f / 'j1/ /ONAL E \`x A. LYNN MILLER, P.E. P.E.# 58705 TYP. ANCHOR TYPE, 2X WOOD BUCKSTRIP EMBEDMENT AND EDGE —moi EMBEDMENT OR FRAMING, SEE DISTANCE PER SUBSTRATE, NOTE 2, THIS SHEET SEE TABLE 10, THIS SHEET EDGE INSTALLATION DISTANCE TYPE =M INSTALLATION TYPE EDGE _ DISTANCE 1/4" MAX ---���--III �_ SHIM Q 2X WOOD BUCKSTRIP OR FRAMING, SEE '. NOTE 2, THIS SHEET LJ Substrate ULILSL L1/4"MAX 3 SHIM TYPE L 2-112" x .113" Box Nail I P.T. Southam Pine (SG=0.55) EMBEDMENT 4 2-1/2" x .131" Common Nail P.T. Southern Pine (SG=0.55) 3B" EDGE DISTANCE 11 P.F. Southern Pine SG=0.55 wal USED AT CURVED EXTERIOR P.T. Southern Pine (SG=0.55) 29 FRAME MEMBERS ONLY 5" 0.093" Aluminum, 6063-T5 min. 5/15• @ 11.7/8" O.C. MAX. WINDOW 5" HEIGHT- BUCK SELF -DRILLING SMS HEIGHT 114" MAX. SHIM I VISIBLE ! I r I' INSTALLATION LIGHT 2-3/4" Substrate Min, Edge Distance TYPE L 2-112" x .113" Box Nail I P.T. Southam Pine (SG=0.55) HEIGHT= 5" 2-1/2" x .131" Common Nail P.T. Southern Pine (SG=0.55) 3B" EDGE DISTANCE WINDOW P.F. Southern Pine SG=0.55 wal 5" t- P.T. Southern Pine (SG=0.55) BUCK 5" 0.093" Aluminum, 6063-T5 min. 5/15• #10 STEEL 1116" A36 Steel 5116" 5" HEIGHT- 5" SELF -DRILLING SMS II I I I I (G5) SITHIS SHEET in INSTALLATION TYPE J 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET �1/4" MAX SHIM EDGE DISTANCE I EXTERIOR V MIAMI-DADE APPROVED MULLION (SEE SEPERATE NCA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10,THIS SHEET �•�-- EMBEDMENT EMBEDMENT -►-� AND EDGED STANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET VERTICAL SECTION F -F INSTALLATION TYPE K EDGE DISTANCE — j 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET EXTERIOR 1 VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH -2-3/4" WINDOW BUCK WIDTH HORIZONTAL SECTION E -E ii•17f�R Anchor Substrate Min, Edge Distance Max. O.C. Spacing 2-112" x .113" Box Nail I P.T. Southam Pine (SG=0.55) 5/15` 5" 2-1/2" x .131" Common Nail P.T. Southern Pine (SG=0.55) 3B" 5" 2.1/2" x .145" Roolng Nail P.F. Southern Pine SG=0.55 wal 5" K10 x 1" Steel Screw{GS)' P.T. Southern Pine (SG=0.55) 112" 5" 0.093" Aluminum, 6063-T5 min. 5/15• 5" 1116" A36 Steel 5116" 5" 0,045" 18 Ga Steel Stud, Gr. 33 5115` 5" MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. INSTALLATION NOTES: 1. USE ONLYANCHORS 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. EMBEDMENT Material Min, Py Min. F, Steel Screw 92 ksi 120 ksi 6063-T6 Aluminum 16 ksi 22 ks1 A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi PRODUCT REVISED as complying with the Florida Building Code NOA-NO. 17-0614.11 Expiration NO CHANGES THIS SHEET. a 0 U r Y O > co nay Qw O0 o } 7 tOD ataO w O M F w cn o J W N O_jo a F z 7e z LL n r Z J umaJ° Q _Lj W 2 O0o @LU 00 � Q I- Z IT =CD LLI c_n < Ur SMO i Y Z o rn $ O LL U Q O J Co J Q U) aa45 ®� z o co � r = O Q z Q Q J al°aS Z >_ O ? H- N N r Q Z IT o? X z as LL LL aI711 �asaQ sauaS ®11'�Y LYNN No.58705 7:-0 _ �q g p STA E OF t,.• s ' O/ONAL t N \`\ A. LYNN MILLER, P.E. P.E.# 58706 2X WOOD BUCKSTRIP EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT= WINDOW BUCK HEIGHT - 2 -3/4" INSTALLATION TYPE N _ EDGE �I DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY @ 11-7/8" O.C. MAX. EDGE DISTANCE CONCRETE/CMU PER ANCHOR REQUIREMENT 1/4" MAX. SHIM INSTALLATION TYPE O STEEL SELF -DRILLING SMS (G5), SEE TABLE 11, THIS SHEET ANCHOR TYPE, �Gj �� EXTERIOR EMBEDMENT AND EDGE L J=J DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET �1/4" MAX SHIM MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, INSTALLATION TYPE N 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH - 2-314" WINDOW BUCK WIDTH HORIZONTAL SECTION G -G TABLE 11'. EMBEDMENT �IEDGE -- DISTANCE a � CONCRETE/CMU PER ANCHOR REQUIREMENT EXTERIOR 15 Anchor Bubstraie EDGE OR FRAMING, SEE DISTANCE INSTALLATION TYPE M x. O.. MaSpacingC #12 or #74 410 SS Screw NOTE 2, THIS SHEET 9116" 1-318" 3.i' Aluminum, 6063-T5 min. 318" 0.063" " EMBEDMENT INSTALLATION 3.7" Steel Stud, Gr. 33 min. 3/8" 0.045" 18 Ga ' 1/4" MAX TYPE M P.T. Southern Pine (SG=0.55) CU EMBEDMENT SHIM 3.7" Aluminum, 6063-1 min. 3!8" 0.063"' 3.7" O2X WOOD BUCKSTRIP 3.7" Steel Stutl Gr. 33 min. 3/8" 0.045" 18 Ga'I 3.7" OR FRAMING, SEE Ungrouted CMU, (ASTM 690 2-112" 1-1/4" NOTE 2, THIS SHEET Concrete (min. 3,35 ksi) 1" 1-3/4" 6.7" V4 MAX Concrete (min. 2.85 ksi) V. 1-3/4" SHIM Concrete (min. 2.85 ksi) 2-1/2" 1-3/8" EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT= WINDOW BUCK HEIGHT - 2 -3/4" INSTALLATION TYPE N _ EDGE �I DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY @ 11-7/8" O.C. MAX. EDGE DISTANCE CONCRETE/CMU PER ANCHOR REQUIREMENT 1/4" MAX. SHIM INSTALLATION TYPE O STEEL SELF -DRILLING SMS (G5), SEE TABLE 11, THIS SHEET ANCHOR TYPE, �Gj �� EXTERIOR EMBEDMENT AND EDGE L J=J DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET �1/4" MAX SHIM MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, INSTALLATION TYPE N 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH - 2-314" WINDOW BUCK WIDTH HORIZONTAL SECTION G -G TABLE 11'. EMBEDMENT �IEDGE -- DISTANCE a � CONCRETE/CMU PER ANCHOR REQUIREMENT EXTERIOR 15 Anchor Bubstraie Min. Edge Distance Min. Embedment x. O.. MaSpacingC #12 or #74 410 SS Screw P.T. Southem Pine (SG=0.55) 9116" 1-318" 3.i' Aluminum, 6063-T5 min. 318" 0.063" " 3.7" A36 Steet 3/S" 0.063"' 3.7" Steel Stud, Gr. 33 min. 3/8" 0.045" 18 Ga ' 3.7" #12 or#14 Steel Screw (GS) P.T. Southern Pine (SG=0.55) 9/16" 1-318" 3.7" Aluminum, 6063-1 min. 3!8" 0.063"' 3.7" A36 Steel 318" 0.063"' 3.7" Steel Stutl Gr. 33 min. 3/8" 0.045" 18 Ga'I 3.7" 1/4" 410 S5 CreteFlex Ungrouted CMU, (ASTM 690 2-112" 1-1/4" 6.7" Concrete (min. 3,35 ksi) 1" 1-3/4" 6.7" 114" Steel Ultracon Concrete (min. 2.85 ksi) V. 1-3/4" 6.7" Concrete (min. 2.85 ksi) 2-1/2" 1-3/8" 67' Ungrouted CMU, ASTM 690) 2-112" 1-1/4" 6.7" Grouted CMU, ASTM C-90 2-1/2" 1-3/4" 6.7" 5/16" Steel Ultracon Concrete (min. 3.5 ksi) 1-1/4" 1-3/4" 6.7" Grouted CMU, ASTM C-90 2-1/2" 1-3/4" 6.7" TABLE 'I 1,THIS SHEET * MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE, 1X WOOD BUCKSTRIP, "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. SEE NOTE 2, THIS SHEET 1 - - - INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. VERTICAL SECTION H -H 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 1-112" 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 SUPPORTTO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Material Min. Fy Min. F„ Steel Screw 92 ksi 120 ksi 410 Screw 90 ksi 110 ksi Elco UltmCcrg 165 ksi 177 ksi 410 SS Etco CreteFlex® 127.4 ksl 189.7 ksi 5063T5 Aluminum 16 ksl 22 ksi A36 Steel 36 ksi 56 ksi Gr. 33 Steel Stud 1 33 ksi 45 ksi PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0614.11 Expiration Date 02/19/2019 JR - 06/06/17 - UPDATED .. c ANCHORAGE TO FBC 2017. 0 M Y O tlJ 3 > v N C0 ,nab r w O N Z y N� a}oG O <r m �a w xg uMn�G � J O y Z LL r= Z J p �� U w L) o o �_ LIJ - N I- 6 'oN `JMG (` r- d > Z CD Z m o O UF ILL Q J O w Q m Ct) aa4S ® M Z Z O O Q z 0 _j ai°aS O >Z_ H` CD N > o z N 1` CC) 0 X Z a LL LL ap!1 -asap sauaS PRODUCT REVISED . as complying with the Florida Building Code NOA-No. 17-0514.11 Expiration Date 02/19/2019 ByJ Miami-fid Product Control NO CHANGES THIS SHEET. ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FLANGE & EQUAL-LEG FRAMES FOR FIN FRAMES tt i W z Y U nay > N o ANGLED/CURVED ANGLED/CURVED ❑ y w 0 j FRAME ASSEMBLY FRAME ASSEMBLY } o O N aloQ z O K 00 90° CORNER 90° CORNER 't W M U) w d FRAME ASSEMBLY I FRAME ASSEMBLY J O J O a y ZLL ti Fg a CD P Z co U w o o2 J w IIMOJQ ❑ 2i 10 N 10 m F' w 6 - (D LE `JMa ALL CORNERS TO CD J ALL CORNERS TO � i Z z �- USE GASKET / USE GASKET Z AND/OR SEALANT AND/OR SEALANT O Q Q Z EQUAL-LEG FRAME }ae9S © 0 U) FLANGE FRAME N ? Z m O EQUAL-LEG FRAME MITERED FRAME WITH INTERIOR MITERED FRAME WITH INTERIOR O U) Z AND EXTERIOR FRAME WELDS f AND EXTERIOR FRAME WELDS¢ ❑ 21033 FLANGE FRAME (SHOWN) OR CORNER KEYS AT h (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS SCREW BOSSES. SEALANT A7 ALL CORNERS O W Q CN 30 C1�It W X O la- IL LL m -- apiy rosaQ saua5 fl1yY LYNN .. �.• Q" LIGENSF'•, * No. 58705 •; Ck = 44) A. LYNN MILLER, P.E. P.E.# 68705 rn Cl C 49• Item PGT Part# Description Material 1 4253C I Flanged Frame Alum. 6063-T5 2 4285 Equal -leg Frame Alum. 6063-T5 3 4256 Integral Fin Frame Alum. 6063-T5 4 4255 7116" Lami. Glass Beading Alum. 6063-T5 5 4254 I.G. Glass Beading Alum. 6063-T5 6a 4270 Installation Fastener Coeer Alum. 6063-T5 6b 4224 Installation Fastener Coxar Rigid PVC 10 1 70589C Gasket (at 90° comerjoints) Polyethylene 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC, Duro. 65 +1-1 13 (� Dow 791, 899 or GE 7700 Backbedding Silicone 20 71652K Setting Block, Mono. 3/16" x 7116" x 4" Neoprene, Duro. 85 +/-1 21 71704AK Setting Block, LG. 3116" x 1-3/32" x 4" Neoprene, Duro. 85 +1-1 29 #6 x 1-1/4" FH SMS Stainless Steel 30 731PQX #8 x V Quad PH SMS Stainless Steel STRUCTURAL 114" NOM. POLYISOBUTYLENE WITH DESICCANT EXT.GLASS 76 KODISPACE 0 4SG TPS TARI F 13' GLASS STRUCTURAL SILICONE FOAM WITH DESICCANT EXT. GLASS 2.784' .094"---►1I-� .074" .062" 1.875" .438" 1.000" }`` .500" �� .050vio'OW FLANGE FRAME #4253C,6063 -T5 .875" 7/16" LAML GLASS BEADING #4255, 6063-T5 2.784" .094" -►J �- +-4— .062" .050"' Oov EQUAL -LEG FRAME #4285,6063-T5 .346" ►jlUll-+'tI� .050„ I.G. GLASS OBEADING #4254, 6063-T5 ALUMINUM -MELT BUTYL REINFORCI -3116" NOM. IT NOM.- BUTYL OM-BUTYL & DESICCANT FOAM EXT. GLASS - 0�< INT. GLASS SUPER 7fi SPACERUNXTTM Part # Description Material 75 Kommeding 4SG TPS Spacer System r cV c 76 Quanex Super Spacer nXf with Hot Melt Butyl See this Sheet for 77 Quanex Duraseal Spacer Materials 78 Cardinal XL Edge Spacer N KEFLKENCt 1 t5 I KtFUK I J: F 1 L -b / 1 /, bSbb & ?JU I U `-INT. GLASS DURAS EAL® 77 SPACER POLYISO- SEAL ROLL -FORMED STAINLESS STEEL EXT.GLASS 2.784" .094" -a-I Le-� 074" 062" 1.375' .438" T �-- 1 .050"fo.ass^ 1.126" .077" O3 FIN FRAME 94256, 6063-T5 1 1.037" �- .050+ INSTALLATION 6a FASTENER COVER #4270, 6063-T5 DESICCANT FILL AREA XL EDGETM 78 SPACER 5/16" NOM. .!CONE SEAL INT. GLASS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0614.11 Expiration NO CHANGES THIS SHEET. 0 ? h Y U W ro r cV c U) 788 C, W w E O } 0 N aloe 0 o W J V} W o r g 0J O ay Z z LL � r I J uMaO O = LL r U C) o o W In FIN Z � Fx ¢ W r. (� W M `JMO O nz Q � o m `r` g 0 0 J 0 Q Z N cn U) l°a4S ® N Z Z O rn r 0 Mt Z Z_ O N N 0 rw X O ad LL m eµ, °sa4 sauaS _.. LICENSE'•, _ * No.58705 ;Q'• ' 4u S ///// ()NAL A. LYNN MILLER, P.E. P.E.# 58705