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Notice of Acceptance
r lie NIIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 wwrv.miamidade.%�ov/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 B dated 05105116, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and. expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOAH 15-0528.26 and consists of this page I and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. CMIAMIMMUNTYMNOA No. 16-0629.14 s Expiration Date: February 19, 2019 'f710Approval Date: August 04, 2016 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted tinder 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 B dated 05/05/16, 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, Duraseale 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. 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 tinder NOA No. 03-1105.01) Man el Pe ez, P.E. Product Co trol -aminer NOA . 6-0629.14 Expiration Date: February 19, 2019 Approval Date: August 04, 2016 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), dated 05/20/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0528.26) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE I. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property —Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/ in. Manuel Per z, .E. /I-- Product Control am' er NOA No. 1 9.14 Expiration Date: February 19, 2019 Approval Date: August 04, 2016 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51' Edition (2014), dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0528.26) 2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Subrnitted under previous NOA No. 15-0528.26) 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Subrnitted under previous NOA No. 13-0502.03) 4. 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. (Subrnitted under NOA No. 03-1105.01) 5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0528.26, issued to PGT Industries for their Series "PW- 701/720/820" Aluminum Fixed Window — L.M.I." approved on 07/09/15 and expiring on 02/19/19. Manuel a E. Product Contr l Exa iner NOA No. 629.14 Expiration Date: February 19, 2019 Approval Date: August 04, 2016 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 A UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. SHEE 48' TIP -TO -TIP WIDTH 47" BUCK WIDTH 48" BUCK WIDTH 44-1/4" VISIBLE 45.114' VISIBLE LIGHT WIDTH,I LIGHT WIDTH �I r�-B, SHEET 6 - 6" MAX. -��D, SHEET 7 _ I� 6" MAX. I Fr F A 95" C - EET 6 BUCK SHEET 7 HEIGHT 4 - 4) ALL WOOD BUCKS LESS THAN I.1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE r OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. I 92-114" WOOD BUCKS DEPICTED AS 2X ARE 1.1/2" THICK OR 12" MAX• / VISIBLE GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE O.C. I LIGHT DESIGNED TO PROPERLY TRANSFER LOADS TO THE i HEIGHT 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. 6) MAX. 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE 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. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-113%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 NON ANSI/AF&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 MAY ALSO BE REFERRED AS THE 701 SERIES. 6" MAX 12" MAX. D.C. 96" TIP -TO TIP HEIGHT I} 1 w-B 12" MAX. O.C. 6" SHEETS MAX.' 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 INSTALLATION, INT. FIN B......... . 9 CORNER ASSEMBLY ................... 10 EXTRUSION PROFILES ................ 11 PARTS LIST ................................... 11 FIGURE 1: 1' \ 12" O.C. /X/// 12"O.C. MAX. jj 6' MAX. I T* Description Sheet 1 7/16" Lami 3116" An -.090" PVB - 3116' HS) 2 2 7/16' LemI 3/16" HS -.090" PVB - 3116' HS 2 3 1-1/16" Lanni. IG(3/16' T-7116"Air -3116"An-.090"PVB-3/16'HS 3 4 1-1/16"Lami. IG(3H6'T-7/16"Air-3116'HS-.090"PVB-3116"HS) 3 5 7116"Lami 3116'An-.090"SG-3/16"An 4 6 7116"Lami 3116"HS-.090"SG-3116"HS) 4 7 1.1116"LemI. IG 3/16"T-7/16"Air-3116'An..090"SG-3116"An) 5 B 1-1116"Lami. IG 3/16'T-7/16'Air-3/16'HS-.090"SG-3116"HS) 5 "SG" = "KURARAY SENTRYGLAS-INTERLAYER' BY KURARAY AMERICA. INC. "PVB' = "KURARAY BUTACITO PVB INTERLAYER" SY KURARAYAMERICA INC. DESIGN PRESSURE RATING IMPACT RATING VARIES, RATED FOR LARGE & SMALL SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE 48" BUCK WIDTH 45.1/4" VISIBLE LIGHT WIDTH F, SHEET �.II 2"MAX. r-"H CNFFTO' I - C I E, SHEET 8 SHEET? G,SHEET9 E, G. 96" BUCK HEIGHT 93-1/4' VISIBLE 5' MAX. LIGHT O.C. i 93-114" VISIBLE LIGHT HEIGHT HEIGHT I / 96" BUCK HEIGHT i L=j � ii� L-.-D 12" MAX. O.C. F, SHEET 8 2"x SHEET 7 H, SHEET 9 �+— 5" MAX O.C. TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION ELEVATION (TESTED UNIT) (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. �-�-WIDTH -=i I-- WIDTH - -I WIDTH —�-{ i— WIDTH -^{ Tr--- -- �-WIDTH ^{ Ir- WIDTH �-{ '� WIDTH WIDTH +-I 1 1 �L— —J �L J WIDTH WIDTH f"- WIDTH -^i I"'- WIDTH �{ I►- WIDTH -� T�--- ----� Ti --- Ti - - i T�--- M wI �, WI I W 1 11 l� l PRODUCT REVISED . c Plyiug with rite Flari&a Ba08ingd'«k I, _. _, JR - 05/05/16 - ADDED SHEET 11 WITH SPACERS & MOVED PARTS. 2i > co Y m. "aa N ` o Of ❑ 0r � 'd' O a1o0 (� N d I D7 m U w N IT O J.NJ o Z- U_ S Z W '18 uMo,O � W U X- W ❑ b o H- w m O .� 0seta oZ °Z m g J ¢ J w U- a LU w faa45 ® co Z .6 co W co I- O O Z G ❑ Z Z aluas O 3:a N00 N rw w o w Z as x tL w � a[)1 •sad 5aua5 \\NY LYNN "1'i� 1_Iceras�<< Ato. Sa7D5 : ''r - `AI 1 STATE QF //rl /Orl� ijti i I F'1G\` A. LYNN MILLER, P.E. P.E.# 58705 Window Design Pressure (+/-, psf)for Glass Type 1 Long Side (in) 67-718 72 76 80 1 84 88 92 96 100 104 109-1/2 30 +1.80 +1-80 +/-80 +/-80 +/80 +1-80 +/-80 +1-80 +I.80 +/-80 +1-80 32 +/.80 +I-80 +/-80 +1-80 +/80 +180 +1.80 +1-80 +I-80 +/80 +/-80 34 +/80 +I-80 +/.80 +1-80 +/80 +180 +/.80 +1-80 +I80 +1-79.8 +I-79.4 36 +1-80 +1-80 +/.80 +I-80 +180 +1-80 +1-79.7 +/-77.2 +/-75.1 +/-73.4 +/7ff2 38 +180 +1-80 +180 +/-80 +I80 +/-78.1 +1-75.2 +1-725 +1-70.3 +/88.5 +1-66.3 40 +1-80 +/-80 +1-80 +1-79.8 +/-77.2 +I-74.3 +1-71.3 +1-67.9 +185.1 +/.63.4 +1-51.6 42 +1-80 +1-80 +1-80 +I.77.4 +1-74.3 +/-71.3 +/-68.2 +1-64.7 +/81.6 +/59.8 +/-58.2 44 +180 +1-80 +/-78.9 +/-75.4 +/-72.1 +I.68.9 +185.6 +1-622 +159.7 +/-57.5 - 46 +180 1 +1-80 +1-77.2 +1-73.6 +/-70.1 +1-668 +I83.5 +1.60.3 +/57.7 48 +180 +/-79.3 +1-75.6 +1-71.9 +/-68.3 +1-64.9 +/.81.5 +I.582 N 50 +1-80 +14TS +1.74.1 +I.70.3 +/.66.7 +/-al +/-59.7 g 52 +/-79.1 +1-75.6 +I-724 +l88.8 +l85.1 +181.5 N 54 +/-T7.4 +1-73.8 +/-70.5 +/-67.3 +/-615 56 +1-758 +l-72 +/.68.6 +1-65.3 58 +1-74.2 +/-70.3 +/-66.B 60 +1-727 +188.7 +1-55 62 +/-71.2 +/-87.1 114 +l89.7 +/.65.5 66 67-7/8 +1.67 7/16" LAMINATED �J GLASS STACK .090" PVB INTERLAYER 3116" HEAT STRENGTHENED GLASS 3/16" ANNEALED GLASS 4 11 USED AT CURVED FRAME MEMBERS ONLY 29 518" LONG SIDE Q 11-7/8° O.C. MAX GLASS BITE 1-3 SHORT EXTERIOR SIDE (� 20 13 i r GLASS TYPE 1 1� T F~ LONG SIDE -►i T NU i ES: SHORT 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SIDE 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. y 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. J- Window Design Pressure (+/-, psf) for Glass Type 3 Long Side (in) 67-7/8 72 76 80 84 88 92 96 100 104 109-1/2 30 +1.80 +1-80 +1-80 +1-80 +180 +1-80 +1-80 +1-80 +1-80 +1-80 +/-8D 32 +180 +/-80 +1-80 +180 +180 +1-80 +1.80 +180 +1-80 +1-80 +1-80 34 +/-80 +180 +1-80 +180 +(80 +180 +1.80 +180 +1-80 +180 +/80 36 +180 +/80 +180 +/80 +(80 +/80 +1-80 +180 +1-80 +180 +180 38 +180 +1.80 +1-80 +/-80 +180 +180 +/-80 +180 +1-79.4 +1-76.4 +1-74.3 40 +I80 +180 +1.80 +/80 +180 +/80 +1-80 +1-78.7 +1.73.5 +1-70.9 +/89 42 +180 +180 +180 +/80 +/80 +180 +1-77 +/-73.1 +159.6 +1-66.9 +185.2 44 +1-80 +1-80 +180 +/-80 +/-80 +1-77.8 +1-74.1 +1-70.3 +187.5 +1-63.9 46 +180 +/80 +180 +180 +1-79.2 +1-75.4 +1.71.7 1 +188.1 +185.1 11 m 48 +180 +180 +180 +180 +1-77.2 +1-73.3 +189.5 +185.8 m 50 +/80 +/80 +/80 +1-79.4 +1.75.3 +1-71.3 +/-67.5 r P 52 +180 +/80 +I80 +1-77.7 +l-73.5 +189.5 1n 54 +180 +180 +/-79.6 +1-76 +1-71.8 56 +180 +180 +1-77.5 +1-73.8 58 +180 +1-79.4 +/.75.4 60 +180 +1.77.6 +/-73.5 82 +180 +1-75.8 +1-78.8 +I.74 P64 66 +1-77.2 67-718 +/-74.9 TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1116° NOM. GLASS STACK GLASS LAMINATED GLASS STACK 3116-HEAT SHORT 3/16"TEMPERED GAGTHENED GLASS SIDE f ANNEALED GLASS 7/16" AIR0" PVB ERLAYER 5 LONG USEDATCURVED /% SIDE FRAME MEMBERS ONLY 29" Qa 11-7/8° O.C. MAXBITE 1-3 EXTERIORC] �I SS DET GLASS TYPE 3 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. c7 Y rj) m IX O n a�o O w O of 7 � co O LL N J 0p w Z ' 1g NN r Z LL Ln LL- on U D W U X 6 0 my `Dma wz 02 v 0 W m O r, 7 C9 �> Yo z �z az o w u g J Q 2 � o N 1aa4S ® rn cr) z LU I, u O U)uJ Z Z_ Of al°aS O �' z nm U w a X F w 5-- a1111 'asap sauaS Window Design Pressure (+!", psj for Glass Types 2 & 4 Long Side (in) 67-7/8 1 72 76 1 80 84 88 92 96 100 104 109-112 112 1 116 120 124 128 132 135 140 144 30 +1$0 +/.80 +/-80 +1$0 +/$0 +1-80 +1$0 +i$0 +1$0 +1-80 +/-80 +1-80 +1$0 +1-80 +/-W +1-80 +/$0 +I.80 +1-80 +1-80 32 +1-80 +1$0 +/-80 +1-80 +/-80 +/$0 +/$0 +1-80 +1$0 +/.80 +1-80 +/$0 +1$0 +1-80 +1-80 +(-80 +/-60 +/-80 +1-80 34 +1.80 +/$0 +/$0 +/$0 +/-80 +/$0 +1$0 +1-80 +/$0 +l$0 +/-80 +1$0 +/-80 +1-80 +/-80 +1-W +1-80 36 +1$0 +l$0 +1$0 +1$0 +1-80 +/-80 +1-80 +1$0 +1-80 +1$0 +I$0 +1$0 +/-80 +/.80 +1$0 +1.80 38 +1-80 +1$0 +I$0 +1-80 +I-80 +1$0 +/-80 +/$0 +1$0 +l$0 +1$0 +/-80 +1.80 +/$0 40 +1$0 +/-80 +1$0 +l$0 +1-80 +/$0 +/$0 +1-80 +1$0 +1$0 +/$0 +1$0 42 +1$0 +1$0 +1$0 +1$0 +1-80 +1$0 +/-80 +1$0 +I$0 +1$0 +l$0 44 +/$0 +1-80 +1.80 +1$0 +1$0 +1$0 +/-80 +/$0 +1-80 +1$0 — 46 +I$0 +1$0 +1$0 +1$0 +/$0 +1$0 +1-80 +/-80 +1$0 48 +1-80 +1$0 +1$0 1 +1-80 +/$0 +/$0 +/$0 +1-80 v' 50 +1$0 1 +1-80 +1-80 1 +/-80 +/-80 +1$0 +/-80 Y P 52 +1$0 t1$0 +1$0 1 a1$0 +/-80 +1-79.1 54 +/-80 +1$0 +1-80 +1$0 +/-78.6 56 +l$0 +I$0 +/$0 +1.79.1 58 +1-60 +/$0 +/$0 60 +1-80 +1$0 +1-79.3 62 +/$0 +1-80 1' 64 +1.80 +1.80 66 +l$0 67-7/8 +/.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. 1-1/16" NOM. 7/16' LAMINATED GLASS STACK 7/16' LAMINATED. GLASS STACK GLASS STACK I 090"PVBINTERLAYER 3/16"TEMPERED GLASS3/16" HEAT STRENGTHENED GLASS 3/16" HEAT 3/16'HEAT STRENGTHENED GLASS 3/16"HEAT STRENGTHENEDSTRENGTHENED GLASS 7116"AIR SPACE.090' PVB INTERLAYER 41i 5USED AT CURVEDUSED AT CURVED FRAME MEMBERS ONLY 2g5/8" FRAME MEMBERS ONLY 29 518" @ 11-7/8" O.C. MAX.GLASS BITE @ 11.7/8" O.C. MAX. GLASS BITE EXTERIOR a GLASS TYPE 2 1-3 EXTERIOR a GLASS TYPE 4 TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR HORIZONTALLY, SHOWN. LONG SIDE F` LONG SIDE SHORT SIDE SHORT SIDE LONG SIDE 1 SHORT LONG SIDE SIDE SHORT SIDE LLI M Y 07 > N c CO 0 nab r O) >-^ alo0 O o � � CD J C7 � W N O J N J m z LL 10 LL (D z J ,(g uMaO U N W U X Dma W Z — O � 10 F-� ' W m O .--. CD 12 7 O Yp z N �Z a O co LL J J 10 O CO J Q ® rn Z W L laa4S 0O z J) a Z Of III s CD 0CD rco X w as LL "i, '�sa0 sauaS TABLE 5: Window Design Pressure (+l-, psf) for Glass Type 5 Long Side (in) 67-718 72 76 80 1 84 88 92 96 1 100 104 109-1/2 30 +90/-125.4 +901-120 +901.115.5 +901-111.5 +901-108.5 +901-106 +90/-104.5 +901-103.5 +901-1025 +901-100.7 +90'-97.9 32 +901-116.9 +901-110.8 +901-105.3 +9(Y-101.6 +901-98.7 +90/-95.7 +901-923 +901-90.6 +901-90.3 +/-89.9 +/-89 34 +90/-108.9 +901-103 +901-98.8 +901-95.1 +901-91.8 +1-88.2 +1-84.4 +/-81.5 +/-80.1 +1-79.8 +/-79.4 36 +90/-1026 +90'-97A +901-92.8 +/-88.9 +1-85.5 +1-826 +1-79.7 +1-77.2 +1.75.1 +1-73.4 +1-722 38 +901-98.4 +901-92.2 +1-86.7 +1-83.2 -1.80.7 +/-78.1 +1-75.2 +1-725 +1-70.3 +1-88.5 +1-66.3 40 +901-94.6 +/-88.2 +I.82.6 +09.8 +147.2 +1-74.3 +1-71.3 +1-67.9 +I.65.1 +1-83.4 +I-61.6 42 +901-91.3 +1-84.7 +1-80.7 +1-77.4 +I-74.3 +/-71.3 +/-68.2 +1-64.7 +1461.6 +/-59.8 +1a.2 44 +1-88.3 +/.82.4 +/-78.9 +/.75.4 +/-72.1 1 +1-68.9 +1-65.6 +1-622 +159.7 +I57.5 46 +/-85.4 +/.80.8 +/-77.2 +/.73.6 +/-70.1 +1-66.8 +/-63.5 +/.60.3 +157.7 48 +IA27 +/-79.3 +/-75.6 +1.71.9 +1-68.3 +1-64.9 1 +1-61.5 +1-68.2 a c 50 +1-80.9 +1-77.5 +1-74.1 +/-70.3 +1-66.7 +/-63.1 +1-59.7 E 52 +1-79.1 +1-75.6 +1-724 +/-68.8 +155.1 +/-61.5 to 54 +/77.4 +/-73.6 +1-70.5 +1-67.3 +1-63.5 56 +/-75.8 +/-72 +/.68.6 +1-65.3 58 +1-74.2 +1-70.3 +1-66.8 60 +1-727 +/-68.7 +1.65 62 +1-71.2 +1.67.1 64 1 +/-69.7 +/-65.5 66 +/ 683 67-718 1 +1-67 7/16" LAMINATED GLASS STACK f NTERLAYER NNEALED GLASS 3116' ANNEALE4 USED AT CURVEFRAME MEMBERS ONLY 29" @ 11-7/8" O.C. MAX.BITE I+- LONG SIDE 1-3EXTERIORSHORT SIDE GLASS TYPE 5 A- f-+- LONG SIDE -►{ T_ NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THETIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SHORT 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. SIDE 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. Window Design Pressure (+l-, psf)for Glass Type 7 Long Side (in) 67-718 72 1 76 80 84 88 1 92 95 100 104 109-1/2 30 +901-130 +901-130 +9U-130 +90/•12G +gpl-1226 +901-119.8 +90/-118.1 +901.117 +90'-115.8 +90/-1127 +90'-109.9 32 +901-130 +90'-1251 +901-118.9 +90'-114.8 +90/-111.5 +901-108.1 +901-104.3 +901-102.4 +901-102 +90/-101.4 +90'-99.7 34 +90/-123.1 +90'-116.4 +901-111.7 +9C!-107.5 +901-103.8 +901-99.7 +901-95.3 +90/-92.1 +901-90.6 +1-90 +1-89.6 36 +901-116 +90'-1098 +901-104.8 +9d-100.5 +90/-96.6 +901-93.3 +1-90 +/-87.3 +/.84,9 +/-623 +1-812 38 +901-111.2 +90'-104.2 +901-97.9 +901-94 +901-91.1 +1-88.2 +/-84.9 +1-81.9 +/79.4 +1-76.4 +1-74.3 40 +901.106.9 +90'-99.6 +90/.93A +90'-90.1 +/•87.2 +1.84 +/-80.5 +1-78.7 +173.5 +/-70.9 0-69 42 +901-103.2 +90'-95.7 +901-91.2 +1-87.4 +194 +/.80.6 +/-77 +1-73.1 +Ib9.6 +/-66.9 +/-85.2 44 +901-99.7 +90'-93.1 +1.89.1 +1-852 +/-81.4 +/-77.8 +1-74.1 +/-70.3 +187.5 +/-63.9 .-`. 46 +901-95.5 +90'-91.3 +1.872 +1-83.2 +I-79.2 +1-75.4 -1.71.7 +/-68.1 +/-65.1 01 48 +901-93.5 +/-89.6 +1.85.4 +/-81.2 +1.77.2 +/-73.3 +1.69.5 +1-65.8 m 50 +901.91.4 +/-87.6 +/-83.7 +1-79.4 +1.75.3 +/-71.3 +/-67.5 c E 52 +f-89.4 +1-85.5 +l-81-8 +/-77.7 +/-73.5 +1-69.5 m 54 +1-875 +1-83.4 +1-79.6 +1-76 +I-71.8 56 +1-85.6 +/-81.4 +1-77.5 1 +/-73.8 58 +/-83.8 +I-79.4 +1-75.4 60 +/.821 +1-77.6 +1-73.5 62 +1-80.4 +/-75.8 64 +1-788 +1-74 86 1 +w7.2 67-718 1 +/-74.9 11 TABLE DIMENSIONS MAY ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 9/ 1-1/16" NOM. GLASS STACK LAMINATED GLASS STACK SHORT I __ 3/16"TEMPERED GLASS 3/16-ANNEALED GLASS SIDE f 3/16" ANNEALED GLASS 7/16' AIR SPACE .090" SG INTERLAYER 11 5 /� LONG USED AT CURVED 5IB" y� SIDE FRAME MEMBERS ONLY 29 GLASS SITE @ 11-718' O.C. MAX. 1-3 EXTERIOR sae 21 13 �^I SHORT SIDE GLASS TYPE 7 NU I tJ: 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. AODUCT REVISED aplYu9 wih the Forida BoldegCodcPmm"No m U LLI h Y m J N nay [If c 0 V O0 O ti n al°O O W O M NV 0) O 04 O J 01 J 0o Z .(g Z LL 1N LL (D J uM°JQ O w v� w g LU X - o m )- w m O O -Na I_> O p v Z r1 Z D_ Z °' 0 (n LL J LU J Q Q F ° co w laaus ® N Z _ 0O In Z z 0-1 O Z NN r W w O x W dd LL a111 'asap sauas Window Design Pressure (+/-, psf for Glass Types 6 & 8 Long Sidi (in) 67-7/8 1 72 76 80 84" 88 92 96 1 100 104 1 109-ll2 112 116 120 124 128 132 138 140 144 30 +90/-130 +901.130 +90IA30 +90/-130 +901-130 +901-130 +901-130 +901A30 1 +901-130 +901-130 1 +901-130 +901-130 +901-130 +90/130 +901-130 +901-130 +90/A30 +901-130 +90/.130 +901-130 32 +901-130 +90/A30 +901-130 +901-130 +901-130 +901-130 +901-130 +901.130 +901-130 +901-130 +901-130 +901.130 +90/-130 +90!.130 +901-130 +901-130 +901-130 +901-130 +901-130 34 +901-130 +901-130 +901-130 +g01-130 +901-130 +901.130 +901-130 -901.130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901=130 +901-130 36 +90/430 +901-130 +901-130 +90/-130 +901.130 +90/-130 +901.130 +901-130 +901.130 +90l-130 +901.130 +901.130 +901.130 +901.130 +901-130 +901-130 38 +901-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +901.130 +901-130 +901-130 +901.130 +901-130 +901-130 +90/-129.2 +901-127.3 40 +901A 30 +901-130 +901.130 +901-130 +901.130 +901-130 +901-130 +901-130 +901-130 +90'-126.8 +901-123.2 +901.122 42 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90'-129.3 +901-123.2 +90'-119.7 +901-116.4 44 +901-130. +90/•130 +901-130 +901-130 +901-130 +901-130 1 +901-130 +90'-124.5 +901.119.4 +90l-115 46 +901-130 +901-130 +90/A30 +901-130 +901-130 +901-130 +901-128.9 +90(-120.5 +9(Y-115.3 v 48 +901-130 +901-130 +901-130 +901-130 +901-130 +W.129.7 +90/-123 +901-116.5 50 +901-130 +901-130 +901-130 +901-130 +901-130 +96'-126.2 +89A1-1% " r 52 +901-130 +901-130 *90l•130 +901-130 +901-130 +88.81-123 N 54 +901-130 +901-130 +901-130 +901-130 +88,81-127.1 56 +90/-130 +901-130 +901-130 +89.41-129 58 +901-130 +90IA30 +90/-130 60 +901-130 +901-130 +89.61-129. 62 +901-130 +913I 64 +901-130 +901-13001- 66 +901-130 67-7)8 +90/-130 NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1- FROM THETIP-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. TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR 1-1/16' NOM. HORIZONTALLY AS SHOWN. 7/16' LAMINATED GLASS STACK �J 7116" LAMINATED LONG GLASS STACK I GLASS STACK SIDE .090" SG INTERLAYER 3/16' TEMPERED GLASS 3/16' HEAT STRENGTHENED GLASS LONG SIDE 3/16' HEAT 3/16' HEAT STRENGTHENED GLASS 3116" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16" AIR SPACE--_, .090' SG INTERLAYER SHORT 11 SIDE 4 11 _ I SHORT I-- 5 �1 SIDE f USED AT CURVED USED AT CURVED FRAME MEMBERS ONLY 29 518° 618" 11-7/8" O.C. MAX. FRAME MEMBERS ONLY 29 @ GLASS BITE @ 11-7/8" O.C. MAX. GLASS BITE 1-3 1-3 I-+— LONGSIDE —►-I EXTERIOR EXTERIOR 6/ 20 13 21 13 SHORTLONG SIDE %/ �/ SIDE GLASS TYPE 6 GLASS TYPE 8 SHORT SIDE PRODUCT REVISED as complying with the Florida Bulding Code nt-14o z m a U m Y m W_ >- n ti aa°a O m O0 rnoLU uMN zLL� J o LL EDD n O ❑ w 00 X D o ❑_ lu z O 2 m �N F w m O o) OYO v z Z Q. Z °� O rn LL J -1 O J Q to F- U) w )aa45 ® m Z x 7 U) F O CO Z a Z It at"s Z NN w ❑ 1; °? X w ad LL ❑ afl1 '�sa0 s uaS —I EDGE 'll DISTANCE INSTALLATION TYPE A A WINDOW EXTERIOR BUCK HEIGHT rip -TO -TIP WINDOW HEIGHT VISIBLE LIGHT HEIGHT= WINDOW BUCK HEIGHT- 2.314" 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET EMBEDMENT T �L EDGE DISTANCE �1/4" MAX 1 SHIM TYP. ANCHORTYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET USED AT CURVED• FRAME MEMBERS ONLY @ 11-718" O.C. MAX. CONCRETE/CMU PER ANCHOR REQUIREMENT 1/4" MAX. SH�r�-�{ �+- 912 STEEL SELF -DRILLING SMS (G5), SEE TABLE 8, THIS SHEET INSTALLATION INSTALLATION EMBEDMENT TYPE C TYPE B EMBEDMENT 1X WOOD BUCKSTRIP, 1/4" MAX SEE NOTE 2, THIS SHEET • ' SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE EDGE DISTANCE PER SUBSTRATE, DISTANCE B SEE TABLE B, THIS SHEET 1 . 11 ' EXTERIOR I 4 11 I VISIBLE LIGHT WIDTH = S III"""fff WINDOW BUCK WIDTH -2-314" WINDOW BUCK WIDTH CONCRETEICMU TIP -TO -TIP WINDOW WIDTH PER ANCHOR REQUIREMENT HORIZONTAL SECTION A -A INSTALLATION METHOD D INSTALLATION ANCHOR UNDERNEATH THE BEADING EXTERIOR MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE B,THIS SHEET Anchor Substrate Min. Edge Distance Min. Embedment Max O.C. Spacing #12 or#14 410 SS Screw P.T. Southern Pine (SG=0.55) 9/16' 1-3/8' 12" Aluminum, 6063-T5 min. 3/8' 0.063" 12" A36 Steel 318" 0.063" " 12' Steel Stud, Gr. 33 min. 318" 0.045" 18 Ge ' 12" #12 or #14 Steel Screw (G5) P.T. Southern Pine (SG=0.55) 9/16, 1-3/8' 12' Aluminum, 6083-T5 min. 318" 0.063" • 12' A36 Steel 318" 0.063" • 12' Steel Stud; Gr. 33 min. 3/8" 0.045" (18 Ga)' 12" 1/4' 410 SS CreteFlex Ungrouted CMU, (ASTM G90) 2-1/7 1-1/4' 12" Concrete (min. 3.35 ksi) 1' 1.3/4" 12' 1l4' Steel Ultracon Concrete (min. 2.85 ksl) 1" 1-3/4' 12' Concrete (min. 2.85 ksl) 2-11Z• 1-3/8, 12' Ungrouted CMU, (ASTM G90) 2-117 1-1/4' 12' Grouted CMU, ASTM G90) 2-t17 1-3/4' 12' 5/16' Steel Ultmcon 'Concrete (min. 3.5 ksl) 1-114" 1-3/4' 12' Grouted CMU, ASTM C•90) 2-1l7 12' �1/4" MAX SHIM ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. T } 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET ' CONCRETEPER EMBEDMENT ANCHOR INSTALLATION NOTES: REQUIREMENT • 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 INSTALLATION 4-� EDGE TYP. ANCHOR TYPE, EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE 1-112" THICK OR GREATER. DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING TYPE B SUBSTRATE, SEE TABLE 8, THIS SHEET JURISDICTION. VERTICAL SECTION B-B 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. w Cl) Y U) m Tr, c Of 0 r17 rl-V• a op O N Cl) O10 JO 0o N -1 N J Z W rn IL 65 Z J ,fg uM°gyp r U U X D o W 0 '°N W Z OM 00 W one QO rn �z aZ 0, O 0 LL O QZ O � ®� z Z 3 1aa4s N ii � J FF-- O ~ Z Z Z W z (D I ro X g �a- tL LL. ag1 �sap sauaS 2X WOOD BUCKSTRIP INSTALLATION EDGE OR FRAMING, SEE TYPE G DISTANCE NOTE 2, THIS SHEET EMBEDMENT INSTALLATION —� 114 MAX TYPE E EMBEDMENT SHIM B EDGE DISTANCE . �1/4• MAX 2 SHIM 4 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE 11 DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET USED AT CURVED •.' '• EXTERIOR 29 FRAME MEMBERS ONLY '°' •d 11-7ie° O.C. MAX' CONCRETE/CMU PER ANCHOR REQUIREMENT r WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT- 2-3/4" 1/4" MAX. SHIM 912 STEEL SELF -DRILLING SMS (G5), SEE TABLE 9, THIS SHEET I INSTALLATION TYPE H EXTrE--R� ! OR V MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. _ SEE SUBSTRATE PROPERTIES, TABLE 9,THIS SHEET INSTALLATION TYPE F 1X WOODSUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET v EXTERIOR \ I 415 11 I VISIBLE LIGHT WIDTH - 5 Iff�� WINDOW BUCK WIDTH -2314" WINDOW BUCK WIDTH HORIZONTAL SECTION C-C EMBEDMENT I EDGE DISTANCE CONCRETE/CMU PER ANCHOR REQUIREMENT Anchor Substrate Min. Edge Distance Min. Embedment Max O.C. Spacing #12 or#14 410 SS Screw P.T. Southern Pine (SG= .55) 9116 1-3/8' 12, Aluminum, 6063-T5 min. 3/8• 0.0631, 12' A36 Steel 3/8• 0.063' • 12• Steel Stud, Gr. 33 min. 318" 0.045" 18 Go)' 12, #12 or 914 Steel Screw (G5) P.T. Southern Pine (SG=0.55) 9/16• 1-318" IT Aluminum, 6063-T5 min. 318' 0.063' IT A36 Steel 318' 0.063• • 12' Steel Stud, Gr. 33 min. 318' 0.046" (18 Go) • 1T 1/4' 410 SS CreteFlex Un9reuted CMU, (ASTM 090) 2-1/2• 1-1/4' IT Concrete (min. 3.35 ks1) 1' 1314' 1T 1/4• Steel Ultmcon Concrete (min. 2.85 ksl) 1• 1314" 12" Concrete (min. 2.85 ksi) 2-1/2' 13/8• 12" Ungreuted CMU, (ASTM C-90) 2.11T 1-1/4' 12' Grouted CMU, (ASTM C-90 2-11T 1314" 12' 5/16° Steel Ullrecon Concrete (min. 3.5 ksi) 1-1/4' 1314' 12' Grouted CMU, (ASTM C90) 2-V2" 13/4° 12' �1/4" MAX SHIM MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. f 1X WOOD BUCKSTRIP, I SEE NOTE 2, THIS SHEET ' CONCRETE PER EMBEDMENT.. ANCHOR INSTALLATION NOTES: ' REQUIREMENT 1- 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. INSTALLATION ° 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "l X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/T. 1X WOOD BUCKS ARE �- EDGE TYP. ANCHOR TYPE, EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X' ARE 1-1/2' THICK OR GREATER. TYPE F DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BYAUTHORITY HAVING SUBSTRATE, SEE TABLE 9, THIS SHEET JURISDICTION. VERTICAL SECTION D-D 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. LLI 07 r� Y � Ca ."a8 o ❑ v O W. > N. also m 1n W O v a r> J M O , o Z W T IJL COO Z u �� 0 ❑ U W U X S2 o ❑ 'ON 0M0 Z O m h m O 7 CD of O r` O � Z O Z O. Z " W g Z O O m F- J r 1aa45 ® m CO Z a 5 o z z ❑ Z CD J oto�S 0 00 I.-: W ? lr co U X a ad IL W apt •�sa0 s uaS TYP. ANCHOR TYPE, EMBEDMENT AND EDEMBEDMENT DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET INSTALLATION TYPEI 4 11 2X WOOD BUCKSTRIP OR FRAMING, SEE INSTALLATION INSTALLATION NOTE 2, THIS SHEET TYPE J TYPE K EDGE EDGE DISTANCE DISTANCE— 1/4 SHIM X EDGE DISTANCE �{ O ZX WOOD BUCKSTRIP ZX WOOD BUCKSTRIP O OR FRAMING, SEE OR FRAMING, SEE NOTE 2, THIS SHEET NOTE 2, THIS SHEET 1/4" MAX TYP. ANCHOR TYPE, EMBEDMENT AND SHIM EDGE DISTANCE PER SUBSTRATE, �1 SEE TABLE 10. THIS SHEET USED AT CURVED EXTERIOR 29 FRAME MEMBERS ONLY 11-7/8" O.C. MAX. WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT= WINDOW BUCK HEIGHT- 2-3/4" INSTALLATION TYPE J EMBEDMENT L 1/4" MAX. SHIM INSTALLATION TYPE L #10 STEEL SELF -DRILLING SMS (G5), SEE TABLE 10, THIS SHEET 2X WOOD BUCKSTRIP EXTERIOR OR FRAMING, SEE NOTE 2, THIS SHEET �1/4" MAX SHIM MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD.' SEE SUBSTRATE PROPERTIES, TABLE 10,THIS SHEET EMBEDMENT EXTERIOR ID VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH - 2-3/4' WINDOW BUCK WIDTH HORIZONTAL SECTION E-E Anchor Substrate Min. Edge Distance Max. O.C. SpaclM 2-112" x .113" Box Nail P.T. Southern Pine (SG=0.55) 5/16' 5" 2-112" x .131" Gammon Nail P.T. Southern Pine SG=0.55 318" 5" 2-112" x .145" Roofing Nall P.T. Southern Pine SG=0.55 318" 5" #10 x 1" Steel ScreV P.T. Southern Pine SG=0.65 1/2' U. 0,093" Aluminum, 6063-T5 min. 5116" 5" 1/16" A36 Steel 6/16, 5" 0.D45" 18 Gal Steel Stud, Gr. 33 1 511&' 1 5' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. EDGE DISTANCE t INSTALLATION NOTES: �-�— EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. SUBSTRATE, SEE TABLE 10, THIS SHEET 2. WOOD BUCKS DEPICTED ON THIS SHEET AS'1X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-10. 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. VERTICAL SECTION F-F INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS 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. PRODUCT REVISED as carnplying with ds Fluid. Building Code . , _ , _, 4 m z U K co Y M 7 } ti slop O m O C11 VN' N OJ M co OCJ Z Ag h Z LL U) LL 'D J umap 0 < W < 0 L)U X _ o _ W— 02 CO5 °N W m O C7 OMp CD 0 0 rn z aOz 0 5 0 J to Hm Iaays ® m Z Z � O � � O ¢ z 6 0 J aI°JS Z_ O F- N N W 0 Z n 00 x z as FL IL apl °sap sauag INSTALLATION TYPE M FOR THIS INSTALLATION METHOD ONLY, ANCHORS MAY BE NO • MORE THAN 6" O.C. EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 23/4" 2X WOOD BUCKSTRIP EDGE OR FRAMING, SEE DISTANCE NOTE 2, THIS SHEET EMBEDMENT O �114" MAX 3 SHIM -TYP. ANCHOR TYPE, EMBEOMENTAND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 11. THIS SHEET USED AT CURVED EDGE � DISTANCE FRAME MEMBERS ONLY Q 11-7/9' O.C. MAX. CONCRETE/CMU PERANCHOR REQUIREMENT 114" MAX. SHIM INSTALLATION TYPE M INSTALLATION EMBEDMENT Fa FOR THIS INSTALLATION TYPE N EMBEDMENT METHOD ONLY, 1/4' MAX ANCHORS MAY BE NO SHIM • MORE THAN 6' O.C. 1X WOOD BUCKSTRIP, SEE 2X WOOD BUCKSTRIP NOTE 2, THIS SHEET OR FRAMING, SEE ' NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, S SEE TABLE 11. THIS SHEET 3 O EDGE DISTANCE I 1 CONCRETE/CMU I VISIBLE LIGHT WIDTH = 5 PER ANCHOR REQUIREMENT WINDOW BUCK WIDTH -2.3/4" WINDOW BUCK WIDTH EXTERIOR V HORIZONTAL SECTION G-G TABLE 11: 1112 STEEL SELF -DRILLING SMS (G5), SEE TABLE 10; . THIS SHEET 21 TYP. ANCHOR TYPE, EXTERIOR 6 EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11. THIS SHEET 5 �1/4' MAX SHIM MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, INSTALLATION TABLE 11,THIS SHEET TYPE N 1X WOOD BUCKSTRIP, � SEE NOTE 2 THIS SHEET Anchor Substrate Min. Edge Distance Min. Embedment Max. O.C. Spacing #12 or#14 410 SS Screw P.T. Southern Pine SG=0.55 9116" 1318" 6" Aluminum, 6063-T5 min. 318" 0.063" " 6' A36 Steel 316' 0.063"' 6" Steel Stud, Gr. 33 min: 3/8" a.045" 18 Ga 6" #12 or#14 Steel Screw (G5) P.T. Southern Pine SG=0.55 9/16" 1-X8" 8" Aluminum, 6063-T5 min. 3/8' 0.063" • 6" A36 Steel 3/8" 0.063" '- 6' Steel Stud, Gr. 33 min. 318" 0.045' 18 Ga • 6' 114" 410 SS CreteFlex Ungmuted CMU, (ASTM C-90) 2-1/2" 1-1/4' 12" Concrete (min. 3.35 ksi) 1" 1-3 ' - 1Y 114" Steel Ultmcon Concrete min. 2.85 ksl 1" 13/4" 12' Concrete min. 2.85 ksi 2-112" 1318" tY Ungrouted CMU, ASTM C-90 2-112" 1-114' 12" Grouted CMU, (ASTM C-90 2-112" 1314' 12, 5116' Steel Ullracon Concrete min. 3.5 ksi) 1-114" 13/4' 12, Grouted CMU, ASTM C-90 2-11T 1314" 12, MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. ' .. .. INSTALLATION NOTES: 4ENT ... < 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 1-10. 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. _ EDGE INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BYOTHERS OR AS APPROVED BYAUTHORITY HAVING 'I DISTANCE JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. VERTICAL SECTION H-H 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. PRODUCT REVISED ns complying with die Florida 303ing Code A°ceptnnco Na 16' E.Vimtxm Date i m y 07 r 0 > n a oa O m cli 'It 4 , N o J O O Z T9 1� Z t=' IN LL tp J 'NOJO ❑ LU u UU XL o ❑ m H' Z LD O W o> tJ0 rn O �z Oiz r LL g O J O Q ® aU) aa45 Z Z — O U) O ~ Z ¢ Z � OF §E N N ❑ Z rT c0 O ?C Z d d tL 11- anu •�saa sa1,a5 ASSEMBLY DETAILS FOR FLANGE &EQUAL -LEG FRAMES ANGLED/CURVED FRAMEASSEMBLY 90' CORNER I FRAME ASSEMBLY I � 10 � A 10 ALL CORNERS TO i ALLCORNERSTO USE GASKET I AND/OR SEALANT / / - USE GASKET I AND/OR SEALANT 1 / / EQUAL -LEG FRAME S I / FLANGE FRAME EQUAL -LEG FRAME MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS FLANGE FRAME (SHOWN) OR CORNER KEYS AT 30 SCREW BOSSES. SEALANTAT ALL CORNERS d ASSEMBLY DETAILS FOR FIN FRAMES 90° CORNER FRAME ASSEMBLY I I ANGLED/CURVED FRAMEASSEMBLY MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT ATALL CORNERS ch c� YLu U) 0] '^aa O C7 N r al°0 O o N N z LL YN7 LL coo J e 0 f7 LLI 00 X�Q m o CIAO LU m O `� C7 w one QO rn O Z �Z O_z g ° LL O 0 ~ o z Q aa4S ® N Z Z 3 O cn z Oalong C) LL O Z F X NN 1` Ip X O a- u- m alyt .-0 s uag Item PGTPart# Description Material 1 4253C IF11anged Frame Alum. 6063-TS 2 4285 Equal -leg Frame Alum. 6083-T5 ' 3 4256 Integral Fin Frame Alum. 6063 T5 4 4255 7/16" Lanni. Glass Beading Alum. 6083 T5 5 4254 I.G. Glass Beading Alum. 6063 T5 6a 4270 Installation Fastener Cover Alum. 606375 6b 4224 Installation Fastener Cover Rigid PVC 10 70589C Gasket (at go" comer joints) Polyethylene 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC, Duro. 65 +1-1 13 Dow 899, GE 7700 Silicone or Equiv. 20 71652K Setting Block, Mono. 3116" x 7/16" x 4" Neoprene, Duro. 85 +/-1 21 71704AK Setting Block, I.G. 3/16" x 13132' x 4" Neoprene, Duru. 85 +/-1 29 #6 x 1-114" FH SMS Stainless Steel 30 781PQX 1#8 x 1" Quad PH SMS Stainless Steel 2.784" 2.784" 2.784' .ow —r! if— .094" Imo— I .094" .074° 062" 1 .074" I r- .062" t*174"i062" 1.375" kE _L1.375'���7771'''875" 1500" .438" � .500"q,438°1.000" 500'--►�-r— .050"sa.cac��.050"s°°°sT050.�°.00mFLANGE FRAME EQUAL -LEG FRAME o� — 2 4n�09 Anaa_TA t FIN FRAME 3 #4256,6063-T5 1.205" .875- � .346" .875' .050" } .050" I .050. 3/16" & 1/4" GLASS BEADING I.G. GLASS BEADING INSTALLATION ER 6a FASTENER#4270,60 O #4 58,6063--T5 O #4 54,6 63-T5 3-T5 SILICONE HOT -MELT BUTYL STRUCTURAL STRUCTURAL SILICONE 114" NOM. FOAM 3/16" NOM. POLYISOBUTYLEN WITH WITH DESICCANT DESICCANT EXT. GLASS EKE GLASS v/ `-INT. GLASS U� \_INT. GLASS KODISPACE SUPER 76 nen -rD<Z 76 CPA(:FR® N)(TTP' Part # Description Material 75 Kommeding 4SG TPS Spacer System 76 Quanex Super Spacer nXr with Hot Melt Butyl See this Sheet for 77 Quanex Duraseal Spacer Materials 78 Cardinal )t Edge Spacer PEST REPORTS: FTL-8717, 8968 & 8970 5/16" BUTYL & DESICCANT FOAM EXT. GLASS—. U� —INT. GLASS DURASEAL(D 77 conrr=o POLYISO- DESICCANT FILL AREA BUTYLENE 5/16" NOM. SEAL SILICONE SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS INT. GLASS XL EDGE" 7e SPACER a m JR - 05106116 - ADDED THIS SHEET WITH SPACERS & MOVED PARTS. 2i ca c� U) U) m "aa v O0 o r` aro0 O N ao U Z O o7 V JO J C, ON ~ -, N Z W u) u_ SO J Fe u"ta�p ❑ U W � U X o W— O� m F' Z OD O W ❑ C"j � W "aN 5mo p 0 Z Z Y Z li Z rn O of J r j ❑ Z ¢ .- 1a-4s © rn Z z O O Z F O m Q O Z_ of alu'S OF W ocq cwi W X O rT m apt .—o seua5