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Notice of Acceptance
M IAM 1.1 MIAMI-DADE COUNTY ® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Sheet, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786)1315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/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. Ifithis 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' +*thin 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 05/05/16, 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 f 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# 15-0528.26 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 Manuel Perez, P.E. NOA No. 16-0629.14 MlAMI•DADE COUNTY Expiration Date: February 19, 2019 Approval Date: August 04, 2016 1 [[ File Copy Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's 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 B dated 105105116, 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 Spacerow "I 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, and1TAS 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 20'1-94 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) 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-5a' Edition (2014), dated 05/20/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. ' (Submitted under previous NOA No. IS-0528.26) 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. 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 Properly —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. Product Control am' er I NOA No. 1 9.14 Expiration'Date: February 19, 2019 ApprovIal Date: August 04, 2016 E-2 PGT Industries, Inc. F. STATEMENTS j 1. Statement letter of conformance, complying with FBC-5" I 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. (Submitted under previous NOA No. 1 S-0528.26) 3. Laboratory compliance letter for Test Report No. F"rL-7212, idated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted 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. (Submitted 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. I 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. 1 Manuel a E. Product Contr 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 8 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. SHEET E 4) ALL WOOD BUCKS LESS THAN I-10 THICK ARE TO BE I JL CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE 1 OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE. JJ__ - WOOD BUCKS DEPICTED AS 2X ARE 1.1/2' THICK OR 12' MAX. GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE O.C. DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD SUCK 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. INSTALLA71ON ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGYFOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND MAX 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 STRUCTURALICYCLE 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 33.1/3%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. ANCHORSTHAT- COMEINTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-3835, 3850 8 7212; ELCO ULTRACON NON ELCO CRETEFLEX NOA: ANSI/AFBPA 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, 4B' TIP -TO -TIP WIDTH 47' BUCK WIDTH 44VISIBLE LIGHH T WIDT H -moo cueere-I B. MAX. I A SHE a2014 FLORIDA BUILDING CODE (FBC), STH EDITION DESIGN PRESSURE RATING IMPACT RATING •ASTM El3DD-09 •ANSI/AFBPA NOS-2012 FOR WOOD CONSTRUCTION VARIES, RATED FOR LARGE 8 SMALL •ALUMINUM DESIGN MANUAL, ADM-2010 SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE •AISIS100.07/52-2010 ' 48' BUCK WIDTH 45-1/4' VISIBLE �J LIGHT WIDTH ILIGHTWIDTH D, SHEET I 6" MAX. I C 6 BUCK 05. SHEET7 I SHEET7E, SHEET 96' HEIGHT I BUCK I f------- HEIGHT 92.114" VISIBLE LIGHT HEIGHT 12' MAX. D.C.C. 96" I TIP -TO TIP I I 1 _ ik__� j f 6 �- 12" MAX O.C. 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 ........ _... 8 INSTALLATION, EQUAL -LEG....... 7 INSTALLATION, INT. FIN A..........8 INSTALLATION, INT. FIN 9......._..9 CORNERASSEMBLY._................ 10 EXTRUSION PROFILES .... _......... 11 PARTS LIST ................... _..... ....... 11 FIGURE 1: MAX. j��f 12" O.C. / 1MAX � -Lt / / 6' MAX. 1 Type Desoltptbn Sheet I 7116" Leml 3116' An -.090" PVB - 3116' HS) 2 2 7118' laml 18' HS -.090' PVB • 3118' HS 2 3 1.1118'Leml. 10 3116 T-7/i6'Alr-3/16'An-.OT10'PVB-3I18'H3 3 4 1.1/16'LemI. IG 3118'T•7/16'Air- 3/16"HS -,090"PVB-3116'HS 3 fi 7116'Iami 3116'An-.090"SG-3/18'An 4 6 7/18' Leml 3It6' HS-.090' SG-3ltfi' Fi5 4 .7 1-1/16'Lnml. K3 3/16°T•7/16"Air-3/16'An-.OBO'SG-3f16'An fi B 1-1118'LemI. IO 18'T-7/18'Air-3118'HS-.090"SO-3/16'HS 6 'SG'='KURARAY SENTRYGLAS-INTERLAYER' BY KURARAY AMERICA, INC. 'PVB'="KURARAY BUTACITE°PVB INTERLAYER' BY KURARAY AMERICA, INC PRODUCT 48° BUCK WIDTH �Iy H. SHEET9 I-� 2' MAX E,SHEETBIII � I�G, rSNEET 9I G, SHEETB 93.1/4' VISIBLE 5' MAX LIGHT O.C. , HEIGHT I / 93.1/4' VISIBLE LIGHT / HEIGHT / 96' BUCK HEIGHT �D 12' MAX O.C. 2 MAX � F, SHE 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. rWIDTH'-I I� WIDTH �-( F�WIDTH-�{ Imo- WIDTH �•{ j�---�f — �I�ol 1L- -J �—WIDTH WIDTH �I Imo- WIDTH --i h-- WIDTH +I �i 1 1. . 1L _ -•J LL J I� WIDTH +{ r- WIDTH -rl (�- WIDTH �{ of �i i W 1 1� 1� 1 c'Of ) PROlOUCT REVISED m camptying with this Florida BwiBi'scax tc ..,,,. a` m JR - 05l05/16 •ADDED SHEET 11 � WITH SPACERS 8 MOVED PARTS. U z �1 _ y m u1n r alcp O � N J O � � w � N � rn o Z AS rT Z [j, u IJL t�0 = Uj �-' � •- W � UU X— co O f- w m O s. O sMa on> QO rn O O � Z 0. Z LL J W Q W � � � IaaYS ® N to � W f- � O O Z G ❑ Z alo�S Z O �: ¢ NN ~ ❑ W n co X W 0- No. 5S7U5 tb ' U1•••. STATE OF : •,l(,�� A LYNN MILLER, P.E. P.E.N 58705 Window Design Pressure (+/-, psf) forGlass Type 1 Long Side on) 67.718 72 76 80 84 88 92 96 100 104 109-1/2 30 +1.80 +180 +180 +/-80 +180 +1-80 +1-80 +/-80 +180 N80 +/.80 32 +/-80 +1-80 +/80 +180 +/80 +180 +180 +180 +180 +180 +180 34 +1.80 +/-80 +/.80 +1.80 +180 +180 +180 +180 +1-80 +/-79.8 +1.79.4 36 +180 +/80 +180 +180 +180 +/-80 +1-79.7 +/-7T.2 +1-75.1 +A73.4 +/-72.2 38 +180 +I80 +180 +/-80 +180 +1.787 +/-75.2 +/-725 +170.3 +/-68.5 +146.3 40 +180 +/-80 +180 +1-79.8 +1-77.2 +1.743 +/.71.3 +1.67.9 +1-m1 +153.4 +161.8 42 +180 +180 +180 +1-77.4 +h74.3 +1- 1.3 +168.2 +1847 +161.6 +/59.8 +158.2 44 +1.80 +180 +/-78.9 +1-75.4 +1-72.1 +1.68.9 +165.6 +1622 +159.7 +/57.5 46 +180 +180 +l-T7.2 +1-73.8 +/.70.1 +1-668 -1-63.5 -1.60.3 +I57.7 v 48 +180 +/-79.3 N-75.6 H-71.9 +l-68.3 +1849 +/61.5 +1582 m e 50 +/-80 +I-77.5 -1.74.1 +1.70.3 +156.7 +1831 +/59.7 Q 52 +/-791 +/-75.6 +1-72.4 +1$B.8 +/85.1 +/61.5 rn 54 +1-77.4 +/-73.8 -1.70.5 +167.3 +183.5 58 +1-758 +1-72 +188.6 +185.3 58 +1-74.2 +1.70.3 +1.66.6 60 +/-727 0-68.7 +/•65 ff+189.7 +1655 +1883 67-7/8 1 +1-87 7/16' LAMINATED GLASS STACK I 3/16' ANNEALED GLASS 4 11 USED AT CURVED FRAME MEMBERS ONLY 29 Q 11.7/8- O.C. MAX 1.3 EXTERIOR a 20 GLASS TYPE 1 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. Window Design Pressure (+/-, psf) for Glass Type 3 Long Side 67-718 72 76 80 84 88 92 98 100 104 109-V2 30 +1.80 +/-80 +180 +/80 +180 +/80 +1-60 +180 +18D +180 +/-80 32 +180 +1.80 +/80 +I80 +180 -Tim- +180 +1-80 +Am +/-80 +/-80 34 +I80 +180 +/.80 -180 +180 +180 +/-80 +1.80 +/-80 +/80 +/-8D 36 +180 +1.80 +180 +/-80 +180 +180 +180 +180 +180 +180 +180 38 +180 +1.80 +1.80 +180 +180 +180 +180 +1-80 +1-79.4 +1-754 +1.74.3 40 +f80 +180+ +180 +180 +180 ;T' +/80 +/-76.7 +1.73.5 +1-70.9 +169 42 +180 +180 N80 +180 +180 +180 *1-77 +/-731 +169.6 t/66.9 +165.2 44 +180 +1-60 +180 +180 +180 +1-778 +1-74.1 +/-70.3 +1-67.5 +163.9 g 46 +180 +180 +/80 +180 -1.79.2 +1-75.4 +1-71.7 +/-681 +/65.1 48 +180 +1-80 +180 +180 +1.77.2 +1.733 +169.5 +f-mB 65 C 50 +180 +180 +/80 +1-79.4 +/-75.3 +1-71.3 +167.5 Q 52 080 +180 +180 +l-T7.7 +/-73.5 H69.5 m 54 +180 +/80 +/-79.6 +1-76 +1.71.8 56 +1-80 +180 +/-77.5 +/-73.8 58 +180 +1-79.4 +1.75.4 _ -SO- -+180-- -+1.77:6- -+/-73.5- --- - .---- - - 82 +)80 +/.75.8 64 +1.788 1 +/-74 68 1 +1.71.2 87-718 1+1.74.9 090'PVBINTERLAYER -3/16' HEAT STRENGTHENED GLASS I 6/8' GLASS BITE 13V13SIDE �-- LONG SIDE T i SHORT - T � - LONG SIDE -� 4 SHORT SIDE P� TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN, 1-1f16'NOM. GLASS STACK �� 7/16"LAMINATED GLASS STACK 3116'HEAT _ I SHORT '--�'I 3118' TEMPERED GLASS STRENGTHENED GLASS SIDE I-- 3/1LED GLASS T 7/16' AIR SPACE .09090' PVBVB 11 IN1TERLAYER 1 5 USEMBERS _L LONG SIDE ONLYRVED FRAME MEMBERS ONLY 29 5fB° 11-718.O.C. MAX GLASS BITE 1-3 EXTERIOR 2'f 13 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. W > c) Y in sN 0? Z pv v QLU J N J Op 0 .fB n Z LL LL J -.0 tj W 00 XN 0 DMO m m Y O W Y �Z dz y 3 Q a � LL o cj ® $ bo W I»Vs Z 0 W 0 O Z Lu x A--.u-s LuLL 0 ells •,s D,p• , A LYNN MILLER. P.E P.Edf 58705 Window Design Ptessute (+1-j psQ for Glass Types 2 & 4 Long Side n) 67-7/8 1 72 78 1 80 84 Be 92 98 1 100 104 109-112 112 118 120 1 124 128 1 132 13B 140 144 30 .1-80 +/-0 +1-80 1 +/-80 .1-80 .1-80 .1-80 ./_80 +/Bo +1-60 +1-80 +1-80 +/$0 +1.80 .1-80 +1.80 1 -1-80 -)-so +/-80 .1-80 32 +/-60 +1-80 +1.80 +/-80 +1.80 +1.80 +1-80 +/-80 +I-80 +/.80 +140 +1-80 +1.80 +1.80 +1.80 .1-80 +/-80 +1-80 +1-80 34 +1.60 +1-80 +/-80 +1.e0 +1-80 +/80 +/410 +/-60 +l-80 +/_80 +1-e0 +1-e0 +1-80 +1-80 +/a0 +1.80 +/-e0 36 +1-80 +1-80 +1-80 +1.80 +/.so +1-80 +/a0 +1-80 +1-80 +/-80 +1-80 +1-80 +180 +1.80 +1b0 +1.80 38 +1A0 N-80 +1_80 +1-80 +1.80 +1_80 +/-00 +/-80 +1.80 ME0 +1.80 +/_80 +1.80 +1-80 40 +1.80 +1.80 +/-80 +/-80 +l80 +/-80 +IAD +/410 +/$0 0-80 +1.80 t/�0 42 +1.80 +W +lBO +1.80 +1.80 +1430 +1A0 +1_80 +1-80 +1.80 +1-80 44 +/_80 +/_80 +/-80 +1A0 +/-80 +1.80 +1.80 +l-80 +1.80 +1.80 46 +/-80 +1-80 +1-80 +/-80 +480 +1-80 +/$0 .1-80 +1.80 32 ae .1-80 1 +1.60 +1$0 1 +1-80 +1.80 +1.80 +1.80 +/-80 ur 50 .1-80 +1-80 +/.80 +1.80 +1-80 +1-80 +/-80 ti Q 52 +1-80 +1.80 +/-80 *I$0 +IAO +1-79.1 m 54 .1-80 +1.80 +1m +1-80 +1-78.6 56 +A80 +1-80 +1-80 +1-79.1 58 +I-80 +1-80 +1$0 60 +1-80 +1-80 +1-79.3 62 +1-80 +1-00 64 +1-80 +l-80 66 +1_80 67-710 +/-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 LAMINATED. GLASS STACK � � � GLA53 STACK GLASS 090' PVB INTERLAYER 3/16" TEMPERED GLASS 3116" HEAT STRENGTHENED GLASS 3/16' HEAT STRENGTHENED GLASS 3/16' HEAT 3/16' HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16" AIR SPACE .090' PVB INTERLAYER 4 11 5 U USED AT CURVED USED AT CURVED FRAME MEMBERS ONLY 29 5/B' FRAME MEMBERS ONLY 29 518" ® 11-7/8' O.C. MAX. GLASS BffE 11-7l8° O.C. MAK GLASS SITE 13 13 EXTERIOR EXTERIOR a 20 13 a &7e 21 13 ----- -- GLASST-YP-E.2-- -- -------__-_-- _ GLASS TYPE 4_ _ TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE h+- LONGSIDE SHORT SIDE I SHORT SIDE F+- LONG SIDE I T SHORT LONG -SIDE- - - - --- -- --- - - -SIDE -- SHORT --I SIDE co Y m I N O N O C7 04 W N N J CD Z m r Li. u� IL co J urw0 0 W X W 1 (j O � 80_TN W m O (9 oma > pp v Z 'N .- Z D- Z C) 0 to JLL _9 O J a r (n U1 7aav5 ® m Z_ K 3 f� Z '¢ Z °ills O Z co w W O X w n.s LL 0 ' qpp rosao sous A. LYNN MILLER, P.E. P.E1l 58705 Window Design Pressure (+/., psf)for Glass Type 5 Lmg Side (in) 61-718 72 76 Bo 84 88 92 96 1 100 104 1 109-V2 30 +901-125.4 +901-120 +991-115.5 +901.111.5 +90/-108.5 +9E1+1-75.2 01-104.5 ♦901-103.5 +90'-1025 +901.100.7 +90'97.9 32 +901-116.9 +9d-110.8 +901-105.3 +901-101.6 +g01-5&7 +990192.3 +901.90.6 +901.90.3 +1.89.9 41.89 34 +901-108.9 +901.103 +901.9B.8 +90�-95.1 +9DI91.8 +/-84.4 +/-81.5 +180.1 +1-79.8 +1.79.4 36 +901-1026 +90'-97.1 +901-928 +I-W.9 +/85.5 +/-79.7 +I-77.2 +l-75.1 +1-73.4 41.722 38 +90198.4 +901-92.2 +1.86.7 +/-83.2 +180.7 +1l-75.2 +1.726 +l-70.3 +188.5 +/86.3 40 +901.94.6 +l-B8.2 +1.826 +/-79.8 +1-77.2 ++/-71.3 +/87.9 +/-05.1 +183.4 +/-61.842 +901.91.3 -1.84.7 +180.7 +1-77.4 +1-74.3 ++/-08.2 +1.64.7 +181.6 +/59.8 +158.244 +18&3 +1.82.4 +/-78.9 +/.75.4 +1-721 +4/-05.6 +1-022 +IS9.7 +157.5 46 +/854 +I80.8 +1-77.2 +1.73.6 +1-70.1 ++l83.5 +/-00.3 +157.7 48 +1827 +1-79.3 +/.75.6 +/-71.9 +1.68.3 +1-64.9 +/-81.5 +/59.2 rn 50 +/-80.9 +/•77.5 +1-74.1 +1-70.3 +1.68.7 -1-63.1 +159.7 ,E 52 +1•791 +1-75.8 +1-724 +188.8 +1-05.1 +1-01.5 10 54 +1-77.4 +1-73.8 +/-70.5 +1.67.3 +1.63.5 56 +/.7aB +1-72 +l-8B.6 +155.3 58 +1-74.2 +1-70.3 +1-66.8 60 +/-727 +/-08.7 +/85 s2 +171.2 +1-07.1 84 +/-0&7 +/-05.5 66 1 +/8&3 67-718 1 +157 7/16' LAMINATED GLASS STACK �T .090' SG INTERLAYER 3/16' ANNEALED GLASS 3/16' ANNEALED GLASS 4 11 USED AT CURVED FRAME MEMBERS ONLY 2g BIB, @ 11.71W O.C. MAX. GLASS SITE LONG SIDE ' EXTERIOR SHORT SIDE ER 20 13 GLASS TYPE 5 NUIhb: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 11- 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. TABLE 6: Window Design Pressure (+/-, psf)for Glass Type 7 Long Side (in) 67.7/8 72 76 80 84 88 92 96 1 tm 104 109.1/2 30 +901-130 +901-130 +99-130 +901-126 +901-122.6 +901-119.8 +g0/-11&1 +901.117 +901.115.6 +9o1-1127 +90409.9 32 +9D1-130 +90'-1251 -901.118.9 +9(1-114.8 +9DI-111.5 +901.108.1 +901404.3 +901-1024 +90/402 +901-101.4 +9(Y-99.7 34 +90/A23.1 +901.1164 +90/-111.7 +901-107.5 +g01-10&8 +9D1-99.7 +90195.3 +901-92.1 +901-90.5 +1•90 +189.6 36 +901-116 +90'-1098 +901-104.8 +90-100.5 +901.96.6 +90193.3 +/-90 +187.3 +/84.9 +1823 +/-81.2 38 +901.111.2 +90'-104.2 +901-97.9 +90194 +901-91.1 +188.2 +1-84.9 +/-81.9 4179.4 +/-76.4 +/-74.3 40 +901.106.9 +90'•99.6 +901.934 +90/-90.1 +/87.2 +184 +1.80.5 +1-76.7 +173.5 +1.70.9 +159 42 +901.103.2 +901.95.7 -901.91.2 +/87.4 +184 +180.6 +/-77 +1-731 +1.69.6 +188.9 +1-05.2 44 -901.99.7 +90'-93.1 +189.1 +185.2 +/81.4 +!-T7.B +I.74.1 +I.70.3 +187.5 +1.63.9 �- 46 +901.96.5 +9d-91.3 +1872 +183.2 +1.79.2 +1-75A +I-71.7 +18811 +/85.1 48 +901-93.5 +189.6 +1.85.4 +181.2 +1.77.2 +1-733 +189.5 +1858 in 50 +901.91.4. +1.87.6 +/83.7 +/-79.4 +1.75.3 +/-71.3 +/-07.5 52 +/-89.4 +I-85.5 +/.81.8 +/-77.7 +1-73.5 +189.5 to 64 +1.87.5 +1.83.4 +1.79.6 +/-76 +1-71.8 56 +/A5.6 +181.4 +/-77.6 +1.73.8 58 +/838 +1-79.4 +1.75.4 +1821 +1-77.6 +1.73.5 62 4180.4 +1-75.8 64 1 +1-78.8 +1.74 86 1 +1-77.2 87.7/8 1 +1-74.9 I+- LONG SIDE -� T_ SHORT SIDE 9 TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1/16' NOM. GLASS STACK 7116"LAMINATED GLASS STACK SHORT 3116' TEMPERED GLASS 3116-ANNEALED GLASS SIDE 3116' ANNEALED GLASS 7/16' AIR SPACE .090' SG INTERLAYER 11 5 1 USED AT CURVED SIDE FRAME MEMBERS ONLY 29 SM. @ 11-7/8' O.C. MAX GLASS SITE 1-3 EXTERIOR --- - -- a 4.711 21 - - - - 13 - - SHORT I- _ -- SIDE r� GLASS TYPE 7 NUIt5: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT V 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. u� �1 Y 0 m o N ❑ } n V' a aiaGCD ° O c'4 O "*' a OP C 10 J rem o -1 Z uxwG Z U- Lo LL toJ ❑ y ''- W ca -� Op v Z m �z (LZ rn ¢ J ¢ m ¢ F LL O Iaa45 o ® 0) ? W N x tD Z O CO Z a1u-38 O w }i W Z L NN n� x w as 1L ❑ ant '�saG saua5 A. LYNN MILLER, P.E. P.EJ158705 9 Window Design Pressure (+In pso for Glass Types 6 & 8 • Lag Side (m) 67.7/8 1 72 76 80 64' 88 92 96 100 104 109-V2 112 116 120 124 128 132 136 140 144 30 *901.130 +901-130 +901-130 +901-13D +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-13D +901.130 +901_130 . 01.130 +901-130 +901-130 +901-130 +901-130 +901.130 +901-130 32 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 -901.130 +901.130 +90/-13D +901.130 +90/_130 +901-130 +SDI.130 +901-130 +904130 34 +901.130 +901-130 +901-13D +901-130 +901-130 +901-130 +901-130 +901.130 +901-130 +901-130 +9D/-130 +901-130 +90/-13D +901.130 +901-130 +901-130 +901-130 36 +901-130 +901-130 +901-130 +901-130 +901.130 +M-130 +901.130 +901-130 +901.130 .901_130 +90/-130 +9D1.130 aW430 +901.13D +901-130 +901.130 38 +901-130 +901-13D +901-130 +901-130 +901-130 +901-130 +901-13D +901.130 +901.130 +901-130 +901-130 +901-130 +901_129.2 +901-127.3 40 +901-130 +90/-130 +90/-130 +901-130 +901-130 +901.130 +901-130 -901.13D +901.130 +9a-126.8 +901-123.2 +901-122 42 +901-130 +901.130 +901-130 +901-130 +901-13D +901-130 +901.130 +901-129.3 +9U'-123.2 +W.119.7 +901-116.4 44 +901-130 +901-130 +9DI-130 +901-133 +M-130 +901-13D +901-130 +90424.5 +W-119.4 +901-115 5 46 +901-130 +901-130 +901-130 +901-130 +901-13D +901-130 +90'-126.9 +901-120.5 +904115.3 48 +901-130 +901-130 +901-130 +901-130 +901-130 +W.129.7 +901-123 +90'-116.5 m 50 +90/-130 1 +901.130 +901-130 +901_130 +901.130 +9ry_126.2 +89.4/-119. E 52 +901-130 +90f-130 +901.730 +901-130 +901-130 +880-123 to 54 +901.13D +901-130 -901.13D +901-130 +88.81-127.1 56 +90/-13D +90/-130 +901-13D +89.41-129 58 +901.130 +901.130 +901-130 60 +901-130 +9VA3D +89.(V-129. 62 +901-130 +90)-130 ' 64 +901-130 +906130 66 +901-130 67-7/8 +90/-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. TABLE DIMENSIONS MAYBE I ORIENTED VERTICALLY OR 1.1118' NOM. HORIZON TALLYAS SHOWN. 7116' LAMINATED GLASS STACK �.J 7/16' 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 3116' HEAT STRENGTHENED GLASS 3/18' HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/18' AIR SPACE .090' SG INTERLAYER SHORT SIDE 4 11 5 11 - SHORT I - SIDE T-- USED AT CURVED USED AT CURVED FRAME MEMBERS ONLY 29 5/8' FRAME MEMBERS ONLY 29 518' (j 11-7/8' O.C. MAX. GLASS BITE Q 11-7/8' O.C. MAX. GLASS BITE 1-3 1J LONG SIDE -� EXTERIOR EXTERIOR } ---- - 20 __�13 _ 5-78 --21-•- --13-- r- -- -- --- - - - - SHORT -- - -� --- ---- LONG --SIDE- -- - -SIDE-- GLASS TYPE 6 GLASS TYPE 8 SHORT L SIDE 1- PRODUCT REVISED m mmply %withthe Plaids BAuildinsC de bro�iration Date Lt'.27�1Ui a z m z U z m Y m LL' � r- Leo O c (9 cVv N U) �' O-j 0 $ Z n z U- c1l LL (0 J uMaO ❑ •- W U V X D o ❑ UJI Z O 2 Ip 5 •aN 1- W m O (7 OMO o) O . v z 'r z n z O1 O c) LU LL J O J Q In l � lL 1aa4S ® m z K Oco z ❑ a1oaS LL ? a O z NN w w C9 1; °? O x W dd LL ❑ aNl 'asap a uaS J. . 1r A. LYNN MILLER, P.E. P.E.# 58705 —I EDGE '7I DISTANCE INSTALLATION TYPE A WINDOW EXTERIOR BUCK HEIGHT WINDOW HEIGHT VISIBLE LIGHT HEIGHT= WINDOW BUCK HEIGHT- 2-3/4" 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET �---� 1 EMBEDMENT �1/4' MAX 1 SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE S. THIS SHEET USED AT CURVED FRAME MEMBERS ONLY @ 11.7/8" O.C. MAX. INSTALLATION INSTALLATION TYPE C TYPE B EMBEDMENT 1X WOOD BUCKSTRIP, {� 114' MAX SEE NOTE 2, THIS SHEET SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, EDGE B SEE TABLE 8, THIS SHEET DISTANCE v y 1/4' MAX. SHIM A72 STEEL SELF -DRILLING SMS (G5), SEE TABLE B. THIS SHEET 11 EXTERIOR CONCRETE/CMU I 4 V 11 III_ VISIBLE LIGHT WIDTH= PERANCHOR REQUIREMENT WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH TIP -TO -TIP WINDOW WIDTH �{ HORIZONTAL SECTION A -A INSTALLATION METHOD D INSTALLATION ANCHOR UNDERNEATHTHE BEADING 47EXTEnvRIOR MIAMI-DARE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 8,THIS SHEET �1/4' MAX SHIM 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET - --- -- - —� . • --- --' -- - — --- •. CONCRETE PER EMBEDMENT ANCHOR REQUIREMENT INSTALLATION Y� EDGE TYP. ANCHOR TYPE, EMBEDMENT DISTANCE TYPE B AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET VERTICAL SECTION B-B EMBEDMENT • EDGE PRODUCT REVISED DISTANCE . romptying with the Florid. •. I tuldiaNO AAtip'LJ�Ofii � f F�Irat�o Dato, CONCRETE/CMU PER ANCHOR REQUIREMENT Anchor Substrate Min. Edge Dietance Mtn. Embedment Max O.C. Spacing A72 or N14 410 SS Screw P.T. Southern Pine (SG=0.55) 9/16 1 318' 12' Aluminum. 6063-T5 min. 3/8' O.M. • 12" A38 Steel 3/8" 0.083' • 12' Steel Stud, Gr. 33 min. 318' 0.046' 18 Ga 12" #12 or #14 Steel Screw (G5) P.T. Southern Pine (SG--0.55) 9116, 1-318, 12, Aluminum, 8083T5 min. 318" 0.067 ' 12' A36 Steel 3/8' 0.0631" 12' Steel Stud, Gr. 33 min. 3/8" 0.045" 18 Ga 12' 1/4' 410 SS CreteFkx Ungrouted CMU, (ASTM C-90) 2-1/7 1-1/4' 12' Concrete (min. 3.35 kep 1' 1-3/4' 12' 114' Steel UiO.con Concrete (min. 2.85 Kell 1' "14' 12' Concrete (min. 2.85 kep 2-1/7 1-318' 12" Ungrouted CM . STM C-80) 2.112" 1-1/4' IT Grouted CMU, (ASTM C-90 2-112" 1314- 12- 5/16" Steel Ultracon 'Conorale (min. 3.5 kep 1-114" 1.314' 12" Grouted CMU, (ASTM P90 2-1/2' 1-3/4' 12" MIN.Ur4 Irit UJCCTUNU Ir1C MCIHL JVJJIRMI G. INSTALLATION NOTES: 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 1-112".1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'W 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 SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. > _M c� Y U) co 75 0 a in n etoa to O N , to Z OM v J-j Q1m O r ZIL lJL r00 Xa u-.,a UU XN c W 'eN W 2 02 eD 5 >(jO d �z a:z o 5 LL ° z co rn ® m U) Z 7�45 FF O I¢ Z Q Z Z LU W z 00 nm E � da LL LL ant 'asoa saliaS A. LYNN MILLER P.E. P.E.0 58705 EDGE DISTANCE INSTALLATION TYPE E EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT 1EIGHT = NINDOW BUCK iEIGHT- 2-3W 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET O EMBEDMENT �1 EDGE DISTANCE �1/4' MAX 2 SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY Q 11-7/8' O.C. MAX. 1/4" MAX. SHIM #12 STEEL SELF -DRILLING SMS (G5), SEE TABLE 9, THIS SHEET INSTALLATION TYPE H INSTALLATION TYPE G �---�— EMBEDMENT 114' MAX SHIM =,G��e CONCRETE/CMU PERANCHOR REQUIREMENT r EXTERIOR MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9,THIS SHEET INSTALLATION TYPE F 1X WOODSUCI SEE NOTE 2, THIS TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET EXTERIOR 4 11 VISIBLE LIGHT WIDTH = 6 IIII����� WINDOW BUCK WIDTH-2-3/4" WINDOW BUCK WIDTH HORIZONTAL SECTION C-C TA13LF 9- EMBEDMENT " EDGE DISTANCE CONCRETE/CMU PER ANCHOR REQUIREMENT 5116' Steel Ultrscon —J �1/4'MAX SHIM Cl) Y m K ❑ N 0 n 1- al°O O C i� Cl) W O m 0 N 0 J 0) J C3 z ut 1L [O z J .rg 'NOJO 1 ❑ = W � W q) 13J z 02 co ~ in O = OMO W Q 0 0 z �z n.z O1 v O g z O W O _J ® N W -�L' 1ae45 to Fz O z z LL z W°S �O OF '� W X J C% N� da lL W a111 '�sa0 saua5 . A. LYNN MILLER P.E. P.E.958705 TYR ANCHOR TYPE, 2X WOOD BUCKSTRIP EMBEDMENT AND EDGE —+i EMBEDMENT OR FRAMING, SEE DISTANCE PER SUBSTRATE, I NOTE 2, THIS SHEET SEE TABLE 10, THIS SHEET EDGE EDGE DISTANCE INSTALLATION DISTANCE TYPE 1/4' MAX 3 SHIM 4 EMBEDMENT 11 USED AT CURVED EXTERIOR 29 FRAME MEMBERS ONLY aQ 11.7/8" D.C. MAX. WINDOW BUCK HEIGHT VISIBLE LIGHT HEGHT= WINDOW BUCK HEIGHT- 2.3/4" 1/4' MAX SHIM INSTALLATION TYPE L 910 STEEL SELF -DRILLING SMS (G5), SEE TABLE 10. THIS SHEET INSTALLATION INSTALLATION TYPE J TYPE K 1/4-MAX EDGE DISTANCE SHIM 2X WOOD BUCKSTRIP 2X WOOD BUCKSTRIP I I OR FRAMING, SEE OR FRAMING, SEU NOTE 2, THIS SHEET NOTE 2, THIS SHETEE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, f 1 SEE TABLE 10, THIS SHEET 2X WOOD BUCKSTRIP _ _ Ji _ EXTERIOR OR FRAMING, SEE NOTE 2, THIS SHEET �1/4"MAXSHIM MIAMI-DARE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10.THIS SHEET EMBEDMENT EXTERIOR 0 VISIBLE LIGHT WIDTH = S WINDOW BUCK WIDTH -2-3/4' WINDOW BUCK WIDTH HORIZONTAL SECTION E-E Anchor Substrate Edge Distance Distance Max. O.C. spacing 2-11V It .113" Box Nell P.T. Southern Pine SG=0.55 5/16" 6" 2-1/2" x .131" Common Neil P.T. Southern Pine SG=0.55 318" 6' 2.1/2" x .W Roollng Nap P.T. Southern Pine SG=0.65 3/8" 6" 916 x 1" Steel S-ceaY • P.T. Southern Pine SG=0.65 1/2" 6' 0,093' Aluminum, 60B3-T5 min. 5/16, 6" 111S. A36 Stool Bit 6" 0.045 18 Ge Steel Stud Gt. 33 6/1 B' 6° MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. EDGE DISTANCE _I INSTALLATION NOTES: TYP. ANCHOR TYPE, EMBEDMENT 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 -1X7, 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 141T THICK OR GREATER. VERTICAL SECTION F-F U IALLA7ION. TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING 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 complying with &c Florida A=Pttww 14. 1(0-0(o'-X m c7 Y m > c7 U ^era O N Om v 6i J rnm c W ZLL � W Mo p QQ Xy o O l'— z m Q Y a 9M0 o> 00 rn O �ztiz F g LL J � Q U) )ss45 ® OF g z ❑ ato�g 6 ZCO -.Q O H NN W X z as LL tL 0111 'asap seue5 A. LYNN MILLER. P.E. P.E.# 61170 INSTALLATION TYPE M ' 'FOR THIS INSTALLATION METHOD ONLY, ANCHORS MAY BE NO • MORE THAN 8' O.C, 4 EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT IEIGHT = NNDOW BUCK 1EIGHT- 23/4' INSTALLATION TYPE N EMBEDMENT a. EDGE DISTANCE 2X WOOD BUCKSTRIP EDGE OR FRAMING, SEE INSTALLATION TYPE M DISTANCE NOTE 2, THIS SHEET INSTALLATION EMBEDMENT FOR THIS INSTALLATION TYPE N EMBEDMENT METHOD ONLY, 1/4 MAX ANCHORS MAY BE NO o • MORE THAN 6. O.C. © ENT O SHIM . 1X WOOD BUCKSTRIP, SEE 2X WOOD SUCKSTRIP NjTE2IS SHEET OR FRAMING, SEE NOTE 2, THIS SHEET _L114' MAX TYP. ANCHOR TYPE, EMBEDMENT AND g SHIM EDGE DISTANCE PER SUBSTRATE, TYP. ANCHOR TYPE, 5 SEE TABLE 11. THIS SHEET EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET USED AT CURVED EDGE FRAME MEMBERS ONLY DISTANCE O EDGE @ 11-71V O.C. MAX.DIST IANCE CONCRETE/CMU 1iPERANCHOR -- iREQUIREMENT 4 CONCRETE/CMU I VISIBLE LIGHT WIDTH = 5 PER ANCHOR 1/4' MAX. SHIM �•�— FFh��� WINDOW BUCK BUCK WIDTH 2-3/4" E REQUIREMENT �,"`IIICCVivAAA,iillt""111II'I WINDOW BUCK WIDTH EXTERIOR INSTALLATION TYPE O 'FOR THIS INSTALLATION METHOD ONLY, ANCHORS MAY BE NO • MORE THAN 6" O.C. #12 STEEL SELF -DRILLING SMS (G5), SEE TABLE 10, :77-77--,g THIS SHEET ANCHOR TYPE, EXTERIOR EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, ^ %7 SEE TABLE 11, THIS SHEET MAX SHIM MIAMI-DADE APPROVED MULLION r1/4' (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. —il.. SEE SUBSTRATE PROPERTIES, 1X WOOD BUCKSTRIP, TABLE 11,THIS SHEET VERTICAL SECTION H-H HORIZONTAL SECTION G-G TABLE 11: Anchor Substrate Min. Edge Distance Min. Embedment Max. O.C. Spacitt #12 or#14410 SS Screw P.T. Southern Pine SG=0.55 9 6" 13/6' 6" Alumlmrm 6063-T6 min. 318, 0.063" • • S. A36 Steel 3181 0.063' • 8' Steel Stud Or. 33 min. 3/8" 0.045' 18 Ca) 6" 012 or#14 Steel Screw (G5) P.T. Southern Pine SG=0.55 9116" 1-3/W 6' Aluminum, 6063-75 min 318' 0.063' • 8' A36 Steel 318' 0.063'•- 8' Steel Stud, Or. 33 min. 3/5' 0.D45' 18 Ga 6' 114° 410 SS CreteFMx Un muted CMU, ASTM C#0 2-117 1-1/4' 12" Concrete (min. 3.35 kef V 13/4' - 12' 1/4" Steel Ultrecon Concrete min. 2.85 kef 1' 13/4' 12" Concrete I In. 2.85 ksl 2-117 "18" 12, Ungrouted CMU, ASTM G90 2-112' 1-1/4' 12' Grouted CMU ASTM G90 2-112" 13/4' 1Y S116' Steel Ultreeon Concrete min. 3.5 ksl 1-1/4' 1314' 12' Grouted CMU ASTM C-90 2.1/2' 1 13/4" 12" MIN. UI• a 1 mmr.AUJ nCTUNU 1 rIt ML I AL AU Vb 1 r(A1 M INSTALLATION NOTES: 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 TOTALTHICKNESS 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-V2' 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. PRODUCT REVISED . camplyin3 with 6e Florida Building Code " r-i nn m a m` M Y m K ❑ r >LL7 a B co . r, Om N -� N O J N —1Cr) p Z Z LL W LL (D J uxoup ❑ UU XE2 c in 122 Z 02 co 5 eN W m O v O OMO o > O YO v Z oz az �, O v g ° Q rn y laws ® "m' Z O (A u O F Z F QQ Z ¢ Z J 7,-. s y NN t` X Z (L d LL LL and •sad sauas A. LYNN MILLER, P.E. P.EI/56705 ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES 90°CORNER FRAME ASSEMBLY ALLCORNERSTO I Y USE GASKET AND/OR SEALANT I / I / / EQUAL-LEGFRAME FLANGE FRAME O k VED BLY L-LEG FRAME FRAME MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS ALL CORNERS TO i USE GASKET I AND/OR SEALANT 1-11 ASSEMBLY DETAILS FOR FIN FRAMES 90•CORNER FRAME ASSEM9LY ANGLED/CURVED FRAME ASSEMBLY MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT ATALL CORNERS > m a Y cl) in "ab e op 0 CD N O 'a .4 M N u.ap ZLL Lo LL to J a a: LLrr ou W -ON `JML W Z O 2 °� ~ W m O O (� In W I" Op a �z z O z w a:z v g J ° � z o o ® Z Z O cf) Z z to K a as a 3 0 W tia O ao LL co - A. LYNN MILLER, P.E. P.E.0 58705 Item POT Part# Description Material 1 4253C Flanged Flame Alum. 6063-T5 2 4285 Equal-egFrame Alum .6063T5 3 4256 Integral Fin Frame Alum. 6063-TB 4 4255 7/16' Laml. Glass Beading Alum. 6063-T5 6 4254 I.G. Glass Beading Alum. 6063-T5 6a 4270 Installation Fastener Corer Alum. 6083-T5 6b 4224 Installation Fastener Cover Rigid PVC 10 70589C Gasket (at 90' comer joints) Polyethylene 11 TP247/8 Vinyl Bulb Weetherstdp' Flex PVC, Duro. 65 +/-1 13 Dow 899, GE 7700 Silicone or Equiv. 20 71662K Setting Block, Mono. 3116' x 7116' x 4' Neoprene, Duro. 85 +/-1 21 71704AK Setting Block, I.G. 3/16" x 1-W32" x 41 Neoprene, Duro. 85 +/-1 29 #6 x 1-114" FH SMS Stainless Steel 30 781PQX 98 x 1" Quad PH SMS Stainless Steel 2.784" z.784• --.{ 2.784• --r� .094• --A �. .094' — 41►— I .094• --J I-�— I .074• .06T 1w; 062• 1.375'•074•osz• 1.375'1.875'.438' 500' 500• 436" 1.000' I — 7- T .500' �--��— .050,s°.00c -F---�.�I� .050'maac T T---��..OSO.mom• O FLANGE FRAME O EQUAL -LEG FRAME 1.125• .o7r #4253C, 6063 T5 #4285, 6063-T5 t— I O3 FIN FRAME #4256, 6063-T5 1.03T .875' II II .875' •-77r5-- .050" 3/16" & 1/4" I.G. GLASS INSTALLATION O GLASS 8, 6063-T5 O #4254, 6D63.T5 6a FASTENER COVER O #4270, 6063-TS SILICONE HOT -MELT BUM rtcnvrvn�cm�rv, POLYISO- DESICCANT FILL AREA STRUCTURAL BUTYLENE SILICONE 5/16° NOM. g 5/16" NOM. STRUCTURAL FOAM 3/16'NOM. POLYISOBUMEN 114" NOM. FOAM BUTYL & SILICONE SEAL WrrWITH DESICCANT DESICCANT DESICCANT ROLL -FORMED FOAM STAINLESS STEEL EXT.GLASS EXT. GLASS EXT.GLASS EXT.GLASS 75 KODISPACE 4SG TPS GLASS INT. GLASS SUPER 7s SPACERUNXTTm Part# Description Material 75 Kommeding 4SG TPS Spacer System 76 Quanex Super Spacer nXr With Hot Melt Butyl See this Sheet fir 77 Quanex Duraseal Spacer Materials 78 Cardinal )L Edge Spacer ncroneNur rtai nerunia: rr�-a ru. aaooaoaiu INT. GLASS — INT. GLASS 77 DURASEAL® 7e XL EDGE' SPACER SPACER e e m JR-05l05/16-ADDED THIS SHEET WITH SPACERS & MOVED PARTS. U C W c Y on K O N t- ° °° O ao rq W N O M J � ' 04 N O U! N J Z �a0 Z to IL t0 UV XS2 6 J o a T ❑ W — 02 C0 ~o W m 7 0W '°N 211 Y �Z dZ rn O of 5 J c°) ❑ o rn Q r j Z a 3a°4s ® SI Z Z 3: O f2 O m Z Z LL OF I W cc Pr, cc*?' a! O X O da t, m alll '°sa0 saua r: `L 16 A. LYNN MILLER. P.E. PXX 68705