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HomeMy WebLinkAboutAPPROVED HR7710NOA MIAMI•DADE I 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 "HR7710A"Aluminum Horizontal Roller Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 7710NOA-1, titled "Aluminum Horiz. Roller Install (LM)", sheets 1 through 19 of 19, dated 06/30/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval 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. TERbIINATION 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 consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. Date: August 23,2023 NOA No. 18-0627.01 MIAMI•DADE COUNTY Expiration D r. s Approval Date: August 23,2018 Y81, Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7710NOA-1, titled "Aluminum Horiz. Roller Install (LM), sheets 1 through 19 of 19, dated 06/30/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7891, dated 06/06/18, 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 horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7891.01, dated 07/03/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017), dated 06/18/18 and updated on 07/25/18, 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). Manuel Per z,P.E. Product Control Examiner NOA N 0627.01 Expiration Date: August 23,2023 Approval Date: August 23,2018 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc, for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance to FBC 6th Edition (2017), dated July 25, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated July 25, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 18-0289 issued by the Product Control Section, dated 02/20/18, signed by Manuel Perez, RE G. OTHERS 1. None. Manuel Pe ez P.E. Product Control -xa iner N( No. 1 627.01 Expiration Date: August 23,2023 Approval Date: August 23,2018 E-2 SERIES HR7710A IMPACT RESISTANT HORIZONTAL ROLLER WINDOW DESIGN PRESSURE RATING IMPACT RATING FOR ANCHOR VARIES PER GLASS TYPE, LARGE&SMALL MISSILE 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE QUANTITIES, 12" _ I SEE TABLES 2-11 IMPACT RESISTANT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). O.C. B SEE TABLES 12-14 23" e7i�_ O.C. 9"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 BE TEMPERED. USER INSTRUCTIONS: _—_i 1)DETERMINE THE SITE SPECIFIC,WINDOW 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED OPENING'S DESIGN PRESSURE REQUIREMENT MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 FROM ASCE 7. Approved a&complying with t CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 1101i l"'dwi O 76" A A 2)KNOWING YOUR GLAZING OPTION(TABLE 1), � - 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS OVERALL WINDOW CONFIGURATION AND SIZE,DETERMINE I ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" HEIGHT 69" / 69 / YOUR WINDOW'S DESIGN PRESSURE FROM TABLES THICK OR GREATER. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY SASH FIXED j 2-11. IT MUST EQUAL OR EXCEED THE DESIGN TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY VISIBLE VISIBLE PRESSURE REQUIREMENT FOR THE OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). 75" BUCK LIGHT / LIGHT / 22 1/2" WINDOW OPENING OBTAINED IN STEP 1. 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE HEIGHT O.C. ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.SILL ANCHORS MUST BE 34-3/8" 3)DETERMINE THE ANCHOR QUANTITY FROM TABLES 12-18. SEALED. OVERALL SEALING&FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE SASH 34-3/8"FIXED `o DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. VISIBLE VISIBLE LIGHT 4)INSTALL AS PER SHEET 15 FOR FLANGE LIGHT + INSTALLATION,SHEET 16 FOR EQUAL LEG 6) 1/4"MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO INSTALLATION OR SHEET 17 FOR INTEGRAL FIN THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. INSTALLATION. B 18-1/2" 9"MAX. 00 7)DESIGN PRESSURES: NOTE: DESIGN PRESSURE RATING DETERMINATION K Y A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS SEE WEEPHOLE > — 0 (n 75"BUCK WIDTH MAX. IS THE SAME PROCESS FOR ALL FRAME TYPES U) 0 PER ASTM El300. NOTES THIS SHEET BUCK ( w M > a� B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE 76"OVERALL WIDTH ) FLANGE, INTEGRAL FIN OR EQUAL LEG/BOX). Q it o C) O TESTING AND GLASS PER ASTM E1300. TYP. FLANGE XO ELEVATION (OX SIM.) WEEPHOLE NOTES: } > aoo Q C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 1) 1-5/8"X .300"WITH PLASTIC BAFFLE. K u Q MAX. DIMENSIONS ALLOWED SHOWN 0 'T z w � 2) 1 WEEPHOLE LOCATED AT 4"FROM EACH END. O M u to O 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS 3) 1 WEEPHOLE LOCATED UNDER EACH MEETING RAIL. J 0 0CD _O FOR ANCHOR Z CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN QUANTITIES, 0 LL 0 0 _ � USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE SEE TABLES 15-18 12" 7 = LLI EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR 22-1/2" O.C. w U_ 00 0 J J uMaaQ MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION 12"O.C. ON O.C. H Z � _ ¢ Q RESISTANCE. -----� i ---� �---------� B 0 w Z �MQ 0 d � Z O 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA Z o BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. — ---- W ; l- 10)REFERENCES:TEST REPORTS FTL 18-7891 &18-7891.01;ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; / / 0 J O NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUM DESIGN C 56" 56" / C � UJ °6 MANUAL SASH FIXED ® rn 63" VISIBLE VISIBLE N N 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. OVERALL LIGHT / LIGHT / / _ 0 � ways HEIGHT 22-1/2" H = O TABLE 1: Q Z DP Table# Anchor Table# BUCK O.C. � 0 Glass BUCK 34 55-3/8"FIXED 0 Q Description(Listed from Exterior to Interior) XO/OX XOX XO/OX XOX SASH —�' Z ti Type STD HD STD STD HD STD HEIGHT VISIBLE VISIBLE LIGHT Z Of 1 1/8"AN, .090"PVB, 1/8"AN 2 7 12 15 LIGHT U J w = 2 1/8" HS, .090" PVB, 1/8"HS 3 8 12 16 Q (�9 3 3/16"AN, .090"PVB, 3/16"AN 3 - 8 12 16 a}il asaQ sauas 4 13/16" LIG: 1/8"AN CAP,AIRSPACE, 1/8"AN, .090" PVB, 1/8"AN 4 - 7 12 - 15 B SEE WEEPHOLE 5 13/16" LIG: 1/8"TP CAP,AIRSPACE, 1/8"AN, .090" PVB, 1/8"AN 3 - 7 12 15 NOTES, 6 13/16" LIG: 3/16"AN CAP,AIRSPACE, 1/8"AN, .090"PVB, 1/8"AN 3 9 12 16 119"BUCK WIDTH THIS SHEET \\\ oNY LYN& 7 13/16"LIG: 3/16"TP CAP,AIRSPACE, 1/8"AN, .090"PVB, 1/8"AN 3 - 9 12 16 SEE SHEET 17 FOR 120"OVERALL WIDTH •.• �J i� 8 3/16"AN, .090"SG, 3/16"AN 5 6 1 10 13 14 17 INTEGRAL FIN 9 3/16"HS, .090"SG, 3/16" HS 5 6 11 13 1 14 18 ANCHORAGE TYPE TYP. FLANGE XOX ELEVATION 10 13/16" LIG: 1/8"AN CAP, AIRSPACE, 3/16"AN, .090"SG, 3/16"AN 5 6 10 13 14 17 &SPACING MAX. DIMENSIONS ALLOWED SHOWN NO. 58705 11 13/16" LIG: 1/8"TP CAP,AIRSPACE, 3/16"AN, .090"SG, 3116"AN 5 6 10 13 14 17 - ' 12 13/16"LIG: 1/8"AN CAP,AIRSPACE, 1/8"HS, .090" SG, 1/8" HS 5 6 11 13 14 18 GENERAL NOTES..................................1 - 2-P-13 13/16"LIG: 1/8"TP CAP,AIRSPACE, 1/8"HS, .090"SG, 1/8"HS 5 6 11 13 14 18 ELEVATIONS..........................................1 - 14 13/16"LIG: 3/16"AN CAP , AIRSPACE, 1/8"HS, .090"SG, 1/8"HS 5 6 11 13 14 18 CODES/STANDARDS USED: GLASS TYPES TABLE...........................1 4 ® STATE OF •2017 FLORIDA BUILDING CODE FBC , 6TH EDITION DESIGN PRESSURES...........................2-9 % T 15 13/16"LIG: 3/16"TP CAP,AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 5 6 11 13 14 18 ( ) � SG=KURARAY SENTRYGLAS®INTERLAYER BY KURARAY AMERICA, INC. *ASTM E1300-09 ANCHOR QUANTITIES..........................10-14 '•"ZORIOP, .•'�`��� •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION INSTALLATION/ANCHOR SPECS.......15-17 '- 0S/ PVB=KURARAY TROSIFOL®PVB INTERLAYER BY KURARAY AMERICA,INC. *ALUMINUM DESIGN MANUAL,ADM-2015 EXTRUSION PROFILES........................18 /// ®NAL AN=ANNEALED lllflllll\\\ HS=HEAT-STRENGTHENED •AISI S100-12 CORNER ASSEMBLY............................19 TP=TEMPERED •AISC 360-10 PARTS LIST............................................19 A.LYNN MILLER,P.E. P.E.#58705 TABLE 2: Overall Design Pressure (Ibs/ft2) for XO & OX Windows Glass Type: 1 1/8"AN GLASS Width Meeting Rail: Standard 090"PVB 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 1/8"AN GLASS 20" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 30 25" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 24 1/2"NOM. F M �� � FfMa 14 d 37" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 GLASS BITE Dam EXTERIORA 49" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 �€ e u t 61" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 r 74 a +65.0 -65.0 32 67 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 GLASS TYPE 1 74" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +63.3 -63.3 0 z 00 LI J ? o cn 3/16"AN GLASS � 0 nab 1/8"HS GLASS co .090"PVB 090"PVB � O 1/8"HS GLASS 0 04 o� a}oQ Q 30 30 3/16"AN GLASS w Q M _ Z Z 24 23 LL o � W z (0 x TABLE 3: o o 1/2"NOM. 1/2"NOM. = LLj 7 - Glass Types: 2, 3, 5, 6, 7 GLASS BITE GLASS BITE U O O Overall Design Pressure Ibs/ft2 for XO & OX Windows EXTERIOR EXTERIOR LU Z 00 _¢ Q oN g ( ) Meeting Rail: Standard CD ; } � �Mo Width 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 74 74 O Z rn "L z o - 20" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 32 32 " w w GLASS TYPE 2 GLASS TYPE 3 _j co 25" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 JO p 37" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 � W N 13/16"NOM. 13/16"NOM. ® rn N cr 49" +65.0 -80.0 +65.0 -80.0 +65.0 1 -80.0 +65.0 -80.0 +65.0 -80.0 GLASS STACK GLASS STACK U) (n aays 61" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 AIRSPACE 090"PVB LU AIRSPACE .090"PVB Q � Q 67" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -79.2* 1/8"TEMPERED 3/16"AN OR 1/8"AN TP GLASS 1/8"AN GLASS O z z O GLASS Z Z � 74" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -72.2* j GLASS 31 74 31 74 w � C/ *-80.0 FOR GLASS TYPES 2,3,6&7 i U J W = 1AOR 1B 1AOR 1B Q 0 1/2"NOM. 1/2"NOM. a}il asa0 sauaS GLASS BITE GLASS BITE EXTERIOR EXTERIOR ��1 70-73 70-73 LIGENSF' °ll� 33A OR 33B 33A OR 33B •GLASS TYPE 5 GLASS TYPE 6 (ANNEALED) No. 58705 GLASS TYPE 7 (TEMPERED) -Q _ 1r\ NOTES: S TA TWO 44/ 1)OVERALL(TIP TO TIP) DIMENSIONS SHOWN,FOR INTEGRAL FIN AND ��� F40R10N •' ���� EQUAL LEG WINDOWS, SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN \ THE TABLE TO DETERMINE THE WINDOW SIZE. ��'S10NAL ECG '10IIII111\\ 2)FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. A.LYNN MILLER,P.E. P.E.#58705 TABLE 4: 2 Glass Type: 4 13/16"NOM. Overall Design Pressure (Ibs/ft ) for XO & OX Windows GLASS STACK Width Meeting Rail: Standard , AIRSPACE 090"PVB 22-1/8„ Overall Hgt. 37 Overall Hgt. 49 Overall Hgt. 55 Overall Hgt. 63 Overall Hgt. 20" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/8"AN GLASS 1/8"AN GLASS 25" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 31 74 Appmed as dam.'c 37" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.01 1 OR 1 B 1/2"NOW 49" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 GLASS BITE` ` 61" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -76.8 EXTERIOR 67" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -71.3 70-73 74" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77.1 +64.9 -64.9 33A OR 33B GLASS TYPE 4 0 N y 00 Y W ? (n 13/16"NOM. vi OM nab GLASS STACK L' o 0o O 3/16"AN OR AIRSPACE 090"SG } � o� aiTc 0 HS GLASS 1/8"AN OR dam' w 0 090"SG 3/16"AN OR TP GLASS 3/16"AN GLASS i Z Z o O o �� W 30 HS GLASS 31 74 Z_ LL � `° = v ti W N F, J 23 U _U o o f � uMaa� 00 1/2"NOM. 1AOR 1B 1/2"NOM. ILL] Z =¢ Q 'ON TABLE 5: GLASS BITE GLASS BITE p W 9 ~ SMQ x U) EXTERIOR d a Z Glass Types: 8 thru 15 EXTERIOR z rn O Overall Design Pressure (Ibs/ft2) for XO & OX Windows Meeting Rail: Standard a 74 a U w J Width 22 1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 32 33A OR 336 70 73 JO Q 0 20" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 GLASS TYPE 8 (ANNEALED) GLASS TYPE 10 (ANNEALED) ® N w `' 25" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 GLASS TYPE 9 (HEAT STRENGTHENED) GLASS TYPE 11 (TEMPERED) f = 0 U) aays 37" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 = LU LU _ ry 13/16"NOM. 13/16"NOM. ¢ Q 49" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 GLASS STACK ( GLASS STACK O Z_ Z i 61" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.9* .090"SG o90"sG w 5 O ~ AIRSPACE AIRSPACE 67" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -95.7* 1/8"AN OR 3/16"AN OR ov J W = TP GLASS 1/8"HS GLASS TP GLASS 1/8"HS GLASS Q p 74" +80.0 -110.0 +80.0 -110.0 1 +80.0 1 -110.0 +80.0 1 -110.0 1 +80.0 1 -90.0*j 74 a,}1 asaa saiaaS *-110.0 FOR GLASS TYPES 9, 12, 13, 14&15 31 74 31 1AOR 1B 1AOR 1B LYNA/*��,� 1/2"NOM. - 1/2"NOM. �� ,`� •. �// i GLASS BITE GLASS BITE \CENS�'•.1�� GLASS TYPES 8-15 EXTERIOR EXTERIOR MAY NOT BE USED _ No. 58705 WITH INTEGRAL FIN • FRAMES 70-73 70-73 NOTES: 33A OR 33B 33 OR X7TATE 4411z \ GLASS TYPE 12 (ANNEALED) GLASS TYPE 14 (ANNEALED) 1)OVERALL(TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND F<ORIOP.•' EQUAL-LEG WINDOWS, SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN GLASS TYPE 13 (TEMPERED),/ GLASS TYPE 15 (TEMPERED) s, s •••••.. THE TABLE TO DETERMINE THE WINDOW SIZE. �;510NAL 1//111111\\\\ 2)FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. A.LYNN MILLER,P.E. P.E.#58705 TABLE 6: Glass Types: 8 thru 15 Overall Design Pressure (Ibs/ft2) for XO & OX Windows Meeting Rail: Heavy-Duty Width 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 1 76" Overall Hgt. 20" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 M80. -110.0 +80.0 -110.0 25" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 -110.0 +80.0 -110.0 a ,roved as complying �$ r 37" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 -110.0 +80.0 -110.0 �e� 49" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 -110.0 +80.0 -110.0 nerw t 61" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 -110.0 +80.0 -110.067" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 -110.0 +80.0 -109.8* GLASS TYPES 8-15 MAY NOT BE USED 76" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -105.8* ' WITH INTEGRAL FIN -110.0 FOR GLASS TYPES 8-13&15 FRAMES ° a �O STACK GLASS SO ACK GLASM. S NOM. GLASS S a GLASS STACK 00 090"SG 090"SG U Y 3/16"AN OR AIRSPACE AIRSPACE AIRSPACE .090"SG > 7 O >� HS GLASS 1/8"AN OR 1/8"AN OR 3/16"AN OR fY 0cc CD nab .090"SG TP GLASS 3/16"AN GLASS TP GLASS 1/8"HS GLASS TP GLASS 1/8"HS GLASS 0 U)o p O 3116"AN OR D> a oQ Q HS GLASS 30 31 74 31 74 31 74 0 "T z N � 0 1 kG1L 0 `Y' 0 UJ X zZ 1/2"NOM. OR 1B 1/2"NOM. 1AOR 1B 1/2"NOM. 21 OR 16 W CD -_GLASS BITE GLASS BITE GLASS BITE = WN�EXTERIOR EXTERIOR EXTOR EXTOR W U_ 't o J uMaaJ 0oN 2 Q � DM0 C) U) 70-73 70-73 0 a Z 32 33A OR 33B 33A OR 33B 33A OR 33B Z rn o - U W GLASS TYPE 8 GLASS TYPE 10 (ANNEALED) GLASS TYPE 12 (ANNEALED) GLASS TYPE 14 (ANNEALED) f; _j m GLASS TYPE 9 GLASS TYPE 11 (TEMPERED) _V GLASS TYPE 13 (TEMPERED)a D)GLASS TYPE 15 (TEMPERE �° p � W =�N N U)� aa SO D W � o o Z Z ti® _ 'w Fn U i W = Q 0 717 lsog woos 1cEN :° No. 58705 -_ - NOTES: ® 0 °•° TE 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN. FOR EQUAL-LEG ''L ORIDP,•° �� WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN THE TABLE .®� TO DETERMINE THE WINDOW SIZE. ' NAB-- 2)FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. A.LYNN MILLER,P.E. P.E.#58705 TABLE 7: Glass Types: 1, 4, 5 Overall Sash Width Design Pressure (Ibs/ft2) for XOX Windows Meeting Rail: Standard 1/8"AN GLASS Width Configuration .090"PVB Range (in) 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 1/8"AN GLASS �4-1/2-1/4 12.038 - 12.052 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 30 44" 1/3-1/3-1/3 12.053 - 15.008 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 24 i 1/2"NOM. 4pproved as complying Y4-y2-1/4 12.038 - 13.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 GLASS BITE ftFla� B" �. I r 49" 1/3-1/3-1/3 EXTERIOR s 13.303 - 16.675 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1/4-1/2-1/4 12.038 - 14.333 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 74 53-1/8 1/3_1/3-1/3 14.334 - 18.050 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 32 61 GLASS TYPE 1 t 1/- 2 1/- 4 1/ 12.038 - 16.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 " 4 1/3-1/3-1/3 16.303 - 20.675 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 ° 13/16"NOM. 1/4-1/2-1/4 12.038 - 20.052 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +51.9 -51.9 --�i- GLASS STACK 76" custom 20.053 - 22.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 AIRSPACE 090"PVB 1/3_1/3-1/3 22.186 - 25.675 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1/8"AN GLASS-� 1/8"AN GLASS b 00 y4-1/2-y4 ** - 24.082 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +53.9 -53.9 +48.7 48.7 31 74 > (n � 3: 7 92-1/8" custom 24.083 - 26.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +57.8 -57.8 0 Lou 0 0 1 OR 1 B 1/2"NOM. > ti >> a,o0 ' 1/3_1/3_1/3 26.186 - 31.038 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 0 c,4 Z W GLASS BITE O �y w ¢0 1/4_1�_1/4 ** EXTERIOR _j M Z - 25.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 T O _j O a c Iz O 97" custom 25.303 - 27.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.5 -55.5 z _ = W custom 27.186 - 31.038 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.6 -58.6 33AOR 33B GLASS TYPE 4 70-73 LU Z 00 °a Q °'a ON 1/4-Y2-1/4 ** - 28.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 O j } z �Ma a Z 1091, custom 28.303 - 29.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.8 -59.8 +51.3 -51.3 z °' o U) custom 29.186 - 31.038 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +52.5 -52.5 13/16"NOM. W -1 r GLASS STACK J 120" %4-1/2-1/4 ** - 31.038 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 W H OLO OVERALL WIDTH-57.924 N AIRSPACE 090"PVB o rn W `*MIN.SASH WIDTH(FLANGE WINDOWS)- 1/8"TP j N OVERALL WIDTH-56.924 2 GLASS�� GLASS = as 1/8"AN * 0 (n 1 4s H MIN.SASH WIDTH(FIN&EQUAL-LEG WINDOWS)= 31 74 ¢ _ � 2 W Q o d O 21 OR 1 B 1/2"NOM. z C GLASS BITE w EXTERIOR U J W = a 31,00 sauas 70-73 33A OR 336 GLASS TYPE 5 �`n�V LYNN N0. 58705 PT -O - NOTES: �1 ®�•. S ATE OF �� 1)OVERALL(TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN % ��, •F40RI0 • '���o THE TABLE TO DETERMINE THE WINDOW SIZE. , f0 �\ 2)FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. _ A.LYNN MILLER,P.E. P.E.#58705 TABLE 8: Glass Types: 2, 3 Width Configuration WidthOverall Sash S .090"PVB s Design Pressure (Ibs/ft2) for XOX Windows Meeting Rail: Standard 1/8"HS GLASS Range (in) 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 1/8"HS GLASS 44 1/4-1/2-1/4 12.038 - 12.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 24 30 12.053 - 15.008 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 �� podde i Complying �� t �� 1/3-1/3-1/3 1/2"NOM. �� �Be'� ' � ad GLASS BITE Date 4.d Y4-1/2-1/4 12.038 - 13.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -8&0 EXTERIOR 49° 1/3-1/3-1/3 13.303 - 16.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 a 74 y4-1/2-1 4 12.038 - 14.333 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 32 53-1/8 1 1 1 GLASS TYPE 2 /3-/3-/3 14.334 - 18.050 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/4-1/2-1/4 12.038 - 16.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 0 61" 1/3-1/3-y3 16.303 - 20.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 3/16"AN GLASS 1/4-1/2-y4 12.038 - 20.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 .090"PVB 76" custom 20.053 - 22.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 30 3/16"AN GLASS o Y L7 1/3-1/3-1/3 22.186 - 25.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 23 > w o) 7aa, * - 24.082 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/2"NOM. 0 F O O 1/4-1/2-�4 GLASS BITE } > oQ 0 cn w 92-1/8" custom 24.083 - 26.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 EXTERIOR 1 Z� a 0 1/3-1/3-1/3 26.186 - 31.048 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 74 _j O a U W o Z LL � CO= J ti / / ** - 25.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 32 = u i /4-1 2 1 4 GLASS TYPE 3 W U o f J u oaa 97" custom 25.303 - 27.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 N 1/3-1/3-1/3 27.186 - 32.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 o Z o z 1/4-1/2-1/4 ** - 28.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 " W J 1091, custom 28.303 - 30.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 _j < O 1/3_1/3-1/3 30.186 - 36.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 W C° ** - 29.463 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 EE 1/4-1/2-1/4 :D = � aa4S 113-5/8" custom 29.464 - 33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 = LU 1/3-1/3-1/3 33.186 - 38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 0 a o Z Z ti y4-1/2-1/4 "* - 31.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 w 120" custom 31.053 - 33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 _j W = Q 0 custom 33.186 - 38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1a, i asaa 5a,aas "MIN.SASH WIDTH(FLANGE WINDOWS)= OVERALL WIDTH-58.556 ���\\® LYN/V _ OVERALL WIDTH-57.556 \�\��� \_ICEN q,, MIN.SASH WIDTH(FIN&EQUAL-LEG WINDOWS)- No. 58705 � e °. �� . SATE OF p \ NOTES: \ ( ••° �✓ 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR INTEGRAL FIN AND N AL EQUAL-LEG WINDOWS, SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN s/ THE TABLE TO DETERMINE THE WINDOW SIZE. ®� 2)FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. - A.LYNN MILLER,P.E. P.E.#58705 TABLE 9: Glass Types: 6, 7 Overall Sash Sash Design Pressure Ibs/ft2 for XOX Windows Width Meeting Rail: Standard 13/16"NOM. Width Configuration Range m - GLASS STACK 9 ( ) 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. AIRSPACE 090"PVB 12.038 - 12.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/4_1/2_1/4 3/16"AN OR 44° TP GLASS i 1/8"AN GLASS Approved��s�oakp6yl1a9 withtF. 1/- 3 1/- 3 1/ 12.053 - 15.008 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 3 � i I Florida B aiding C 1 1 1/ 12.038 - 13.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 31 74 m 49" /4-/2- 4 1 1 1/ +65.0 -80.0 +65.0 -80.0 1A OR, 1 B /3-/3- 3 13.303 - 16.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/2"NOM. 1/ 1/ 1 +65.0 -80.0 +65.0 -80.0 EXTERIOR GLASS BITE 4- 2-/4 12.038 - 14.333 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 53-1/8" 1/3-1/3-1/3 14.334 - 18.050 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 12.038 - 16.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 70-73 61" 1/4 1/2 1/4 33 OR 33B 1/3-1/3-1/3 16.303 - 20.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 GLASS TYPE 6 (ANNEALED) ,. 1/4-�2-1/4 12.038 - 20.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -72.9B GLASS TYPE 7 (TEMPERED) 76" custom 20.053 - 22.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 00 U -1/3-1/3 22.186 - 25.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 > 1/3 �; o w CIO nab - 24.082 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.5g LO U) � o O 4- 92-1/8" custom 24.083 - 26.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Z� O O M Lu cn z 1/3_1/3-1/3 26.186 - 31.048 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 0 _j m �_ w o ** - 25.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.5g = W N 1/4 1� 1 4 0 U O O 97" custom 25.303 - 27.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77.9 Lu Z 0 = Q Q aN W I- SM° 1/3_1/3_1/3 27.186 - 32.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1� > a Z o z rn O _ 1/4_12-1/4 '* - 28.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.5B " Of w LU LL 1091, custom 28.303 - 30.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -72.0 O < 0 1/3_1/3-1/3 30.186 - 36.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.8 a W 04 *� - 29.463 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.5g 1/4'1/2'�4 IY = � }aa4S 0 113-5/8" custom 29.464 - 33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -70.6 = W Q O� Q 1/3_1/3-1/3 33.186 - 38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -76.9 0 o- O A +65.0 -67.5B r 1/4_1/2-1/4 - 31.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1 w 120" custom 31.053 - 33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.7 +65.0 -68.4 " J W = Q 0 custom 33.186 - 38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 1a,}u asa° s@!)7S OVERALL WIDTH-58.556 n-80.0 FOR GLASS TYPE 7 " MIN.SASH WIDTH(FLANGE WINDOWS)- 2 s-75.0 FOR GLASS TYPE 7 *MIN.SASH WIDTH(FIN&EQUAL-LEG WINDOWS)= OVERALL WIDTH-57.556 e _\C 2 No. 58705 NOTES: ' S ATE OF Imo\ 1)OVERALL(TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS, SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN °�� c�ORIDP• 6 THE TABLE TO DETERMINE THE WINDOW SIZE. 11011 III>>e\ 2)FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. _ A.LYNN MILLER,P.E. P.E.#58705 TABLE 10: Glass Types: 8, 10, 11 Overall Sash Wad h Design Pressure (Ibs/ft2) for XOX Windows Meeting Rail: Standard 3/16"AN GLASS Width Configuration Range m .090^sG 9 ( ) 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 3/16"AN GLASS 1/4-1/2-1/4 12.038 - 12.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 30 44" 1/ 1/ 1/ +80.0 -110.0 +80.0 -110.0 12.053 - 15.008 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 23 ���$°°������� ��y����,�t�� 3- 3- 3 1/2"NOM. F1o$iai�B�e€1�"I"NAi., ate 1 11 12.038 - 13.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 GLASS BITE 0MTF/-/2-/4 EXTERIOR49" Con �� 1/3-1/3-1/3 13.303 - 16.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1 1 1 +80.0 -110.0 +80.0 -110.0 74 12.038 - 14.333 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 32 53-1/8 GLASS TYPE 8 1/3_1/3-1/3 14.334 - 18.050 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 144_1/2-Y4 12.038 - 16.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 0 61" L/3_1/3_1/3 16.303 - 20.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 13/16"NOM. z 1/4-y2-1/4 12.038 - 20.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -99.2 GLASS STACK 090"SG 76" custom 20.053 - 22.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 AIRSPACE oo 1/8"AN OR 1/3-1/3_1/3 22.186 - 25.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 TP GLASS 3/1s"AN GLASS > �; o aN Of 0 - 24.082 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 31 74 ' o o O � >> a}o° 92-1/8" custom 24.083 - 26.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -105.2 (D c� Z LO W Q 1AOR 1B 1/2"NOM. O M w (n z 1/326.186 - 31.048 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.3 U GLASS BITE � J o (D� z o 1/31/3 EXTERIOR LL C) OD_ 1/4-1/2-1/4 ** - 25.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 = L N J UUo o � ° 97" custom 25.303 - 27.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.7 70-73 z NT =Q Q °N 33A OR 33B W 2 soma 27.186 - 32.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -98.9 > r CO 1/3-1/3-1 3 GLASS TYPE 10 (ANNEALED) o Z rn $ z 1/4-1/2-1/4 ** - 28.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 GLASS TYPE 11 (TEMPERED) U W Lu °' 109" custom 28.303 - 30.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -97.3 O < O 1/3-1/3-1/3 30.186 - 36.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -92.9 Lu w ** 1/4-1/2-1/4 - 29.463 +80.0 1 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 = O � aayS 113-5/8" custom 29.464 - 33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -108.5 +80.0 -94.1 GLASS TYPES 8-15 = Lu 1 3-1 3-1/3 33.186 - 38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -92.3 MAY NOT BE USED 0 d ao / / WITH INTEGRAL FIN O Z Z � 1/4-y2_y4 ** - 31.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 FRAMES w � U 120" custom 31.053 - 33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.9 1 +80.0 -91.5 " Lu = Q 0 custom 33.186 - 38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -90.6 a}1 sa° Sa aas MIN.SASH WIDTH(FLANGE WINDOWS)= OVERALL WIDTH 58.556 `��� ®�Y LYT A/ 2 y\CENSF°•,dc`� **MIN.SASH WIDTH(EQUAL-LEG WINDOWS)= OVERALL WIDTH-57.556 2 No. 58705 af 44/ NOTES: '� \ 0�'•, ATE <OF2IDR 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN. FOR EQUAL-LEG WI DEOTERMINE THE WINDOW M THEZE. TIP-TO-TIP DIMENSION IN THE TABLE �/ / �0NAL 'e TO 2)FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. A.LYNN MILLER,P.E. P.E.#58705 TABLE 11: Glass Types: 9, 12, 13, 14, 15 Overall Sash Wilt Design Pressure (Ibs/ft2) for XOX Windows Meeting Rail: Standard 3/16"HS GLASS Width Configuration .090"SG Range (in) 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt.T6F Overall Hgt. 3/16"HS GLASS 44" /4-/2-/4 1 1 1 12.038 - 12.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 23 30 � i 1/3-1/3-1/3 12.053 - 15.008 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/2"NOM. Approved GLASS BITE Florid� jdgidlpog, �4-1/2-1/4 12.038 - 13.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 EXTERIORaO o- 49" 1/ 1/ 1/ 13.303 - 16.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 a iar Au Goys 3- 3 3 74 "Lee - 1/4-1/2-1/4 12.038 - 14.333 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 32 53-1/8" GLASS TYPE 9 1/3-1/3-1/3 14.334 - 18.050 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" 14_�_1/4 12.038 - 16.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 0 16.303 -20.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 13/1s°NOM. 1/3-1/3-1/3 GLASS STACK 1/4-1/2-1/4 12.038 -20.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 AIRSPACE 090"SG 76" custom 20.053 - 22.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/8"AN OR 0 00 TP GLASS- 1/8"HS GLASS w z 1/3-1/3-1/3 22.186 - 25.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 31 ( 74 > w ^a� 1/4-1/2-Y4 ** - 24.082 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7* o N 0 0 LU 92-1/8" custom 24.083 - 26.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 OR 1B 1/2"NOM. N Z w a'�° 0 Q ER GLASS BITE Q M W 07 O 1/3-1/3-1/3 26.186 - 31.048 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 EXTERIOR O W o ** - 25.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7* Z w m � v Cq 1/4-�2-�4 U U O J �e 97" custom 25.303 - 27.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 33A OR 33B 70-73 Z a < Unn�J� 'ON w 1/3-1/3-1/3 27.186 - 32.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 GLASS TYPE 12 (ANNEALED) > a Z GLASS TYPE 13 (TEMPERED) V z - cn 1/4-1/2-1/4 ** -28.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7* ° Of w 0') w J 109" custom 28.303 - 30.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 J J Q Q 1/3-1/3-1/3 30.186 - 36.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 (D � W ® rn N 29.463 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7* 13/16"NOM. CK I GLASS STACK = Q U) 774S 113-5/8" custom 29.464 - 33.185 +80.0 -110.0 +80.0 -110.0 1 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 j = w AIRSPACE .090"SG ¢ cr- Q 1/3-1/3-1/3 33.186 - 38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 3/16"AN OR o a o TP GLASS 1/8"HS GLASS Z Z I_ 1/4-1/2-1/4 ** - 31.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7* 0 w 120" custom 31.053 - 33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -107.8 31 74 1 w = Q 0 custom 33.186 - 38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1A OR 1 B 1/2"NOM. Owi Dsaa saiaas _ OVERALL WIDTH-58.556 *-110.0 FOR GLASS TYPES 9, 12, 13&15 GLASS BITE 11 1 ( I I 1 1 "*MIN.SASH WIDTH(FLANGE WINDOWS)- 2 EXTERIOR � \\\���� MIN.SASH WIDTH(EQUAL-LEG WINDOWS)= OVERALL WIDTH-57.556 ��°� \_ICENs� -/1/ � 70-73 GLASS TYPES 8-15 33A OR 33B MAY NOT BE USED NO. 587Q5 _ WITH INTEGRAL FIN GLASS TYPE 14 (ANNEALED) _ _- • FRAMES GLASS TYPE 15 TEMPERED NOTES: (TEMPERED) � ® ATE J ® ` 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG '40RID�,.°' WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. ii�/ / /VAL �®� `�/IIII11111�� 2)FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. A.LYNN MILLER,P.E. P.E.#58705 TABLE 12: Anchor Quantities for XO & OX Windows Glass Types: 1 thru 7 GUIDE TO USING ANCHOR QUANTITY TABLES FOR XO/OX WINDOWS: Meeting Rail: Standard Overall 22.1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. Width -0 -0 -0 -0 - 2+C31+21 1i 41 Head & Sill E Head & Sill E Head & Sill 2 Head & Sill E Head & Sill co E Approved as complying with tip lod:da 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 �`��'� 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 43 CLUSTEROF3 2ANCHORS 4ANCHORS ANCHORS NOAN 0 F2,ANCHORS AT37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 STHE CENTERED R THE E FIXED LITE 1. IN THE SASH MEETING RAIL JAMB 49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 23"MAX.O.C. 67" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 * 3 9"MAX. 74" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 * 3 --- '1+C2+1 FOR GLASS TYPES 1,4&5 9 MAX. X O TABLE 13: 22-1/2 " L MAX.O.C. b co Glass Types: 8 thru 15 MEETING RAIL W z O (n Anchor Quantities for XO & OX Windows W M as Meeting Rail: Standard Q Q m O Overall REPEAT ANCHOR PATTERN AT SILL 22-1/8 Overall Hgt. 37 Overall Hgt. 49 Overall Hgt. 55 Overall Hgt. 63 Overall Hgt. o cn Width Q Q n o W a}°o O Q ( C\1 z W O Head & Sill Head & Sill Head & Sill Head & Sill E Head & Sill m O M w cn 12"MAX.O.C. 6"MAX.O.C. J L Z z J O a U O z u- LLI c� _ 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 = w N o J 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 z � o Q uMoaa �MN a 37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 /�/� � o W CO I� > r 49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 / z rn oof w 61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C3+1 3 1+C3+1 3 J m U_ O 67" 1+C2+1 2 2+C2+2 2 2+C2+2 3 2+C3+2 3 2+C3+2 3O 2-ANCHOR 3-ANCHOR 74 2+C2+2 2 2+C2+2 2 2+C2+2 3 2+C3+2 3 2+C3+2 4 CLUSTER DETAIL CLUSTER DETAIL ° ~ O zz 77, 4"MAX.O.C. _ TABLE 14: Q 0 Q U_ O Glass Types: 8 thru 15 Anchor Quantities for XO & OX Windows Meeting Rail: Heavy-Duty w O Width) 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 76" Overall Hgt. �/ / v J z = a� a�Q sauaS Head & Sill E Head & Sill E Head & Sill E Head & Sill E Head & Sill E Head & Sill E 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 \` \A\ .LY�//p/�```J 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 4-ANCHOR ;�CENS, '•Gpd�� %� CLUSTER DETAIL 37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 4 _ No. 58705 49" 1+C2+1 2 1+C2+1 21 1+C2+1 3 1+C2+1 31 1+C3+1 31 1+C3+1 4 NOTES: s 61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C4+1 4 = ® s AT 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN. FOR EQUAL-LEG 67" 1+C2+1 2 2+C2+2 2 2+C2+2 3 2+C3+2 3 2+C3+2 3 2+C4+2 4 '• Cl�`` WINDOWS, SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN THE TABLE i�� °•40RIDP,•'° , TO DETERMINE THE WINDOW SIZE. 76" 2+C2+2 2 2+C2+2 2 2+C3+2 3 2+C3+2 3 2+C3+2 4 2+C4+2 5 '/, ®NAL 2)FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. `� 1 1 1 1 I I ` A.LYNN MILLER,P.E. P.E.#58705 TABLE 15: Glass Types: 1, 4, 5 Anchor Quantities for XOX Windows Meeting Rail: Standard Sash 12"MAX.O.C. --I � � Overall Sash Width 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. Width Configuration Range (in) -0 Head & Sill Head & Sill Head & Sill Head & Sill Head & Sill Head & Sill /q-��2-��q 12.038 - 12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 /�j� with 44" p��racomplying as 1�3-1�3-1�3 12.053 - 15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Fig. rida B 12.038 - 13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+ aidingC C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49" Oa 1�a 1�z 1�a 1/3_1/3_1/3 13.303 - 16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Mila ami 1�4_1/2 1/4 12.038 - 14.333 1+C2+1+C2+1 2. 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 2-ANCHOR 53-1/8" CLUSTER DETAIL 1�3-1�3 1�3 14.334 - 18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/4-1�2-1/4 12.038 - 16.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 lid 61" 1�3 1�3-1�3 16.303 -20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 ° 1/4-1/2_1/4 12.038 -20.052 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 z 76" custom 20.053 -22.185 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1�3-1�3-1�3 22.186 -25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 31 1+C2+1+C2+1 3 V_ LU 1/4-1/2_1/4 ** -24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 > Z o >� M > nab 92-1/8" custom 24.083 -26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 o o O 1/3-1/3 1/3 26,186 - 31,038 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 LO o� aloQ O Q 1/4-1/2-1/q ** -25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 O ~w (n O J M Ofz O 97" custom 25.303 -27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 O J o 0- U LU Z `° _ custom 27,186 -31.038 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 = Lu N /1 J 1�4-1�2-Yq " -28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 W Z � o¢ Q u na ° ON 109" custom 28.303 -29.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 o f � U) �Ma custom 29.186 -31.038 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 Z o W 120" 1/4-1�2-1/4 *" -31.038 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 J m LL F OVERALL WIDTH-57.924 0 *'MIN.SASH WIDTH(FLANGE WINDOWS)= 2 � � MIN.SASH WIDTH(EQUAL-LEG WINDOWS)= OVERALL WIDTH-56.924 ® N N F- 2 GUIDE TO USING Z ~ = O aa4S ANCHOR QUANTITY 1+C2i+3+C2�1 i 3 a O o TABLES FOR XOX o - WINDOWS' Z O � Uj U CLUSTER OF 2 CLUSTER OF 2 3 ANCHORS U J Z = ANCHORS ANCHORS IN THE al .a¢Q sauaS 1 ANCHOR AT CENTERED AT THE CENTERED AT THE 3 ANCHORS AT JAMB THE SASH MEETING RAIL MEETING RAIL THE FIXED LITE 22-1/2"MAX.O.C. -�I �- 1 ANCHOR AT �\ �® •° �` �� 9"MAX. 12"MAX.O.C. THE SASH ��a °. �10ERdS`c .•�� � -- --- ---- - v No. 58705 - it 9"MAX. `0 '27- � NOTES: / X / O T 1 J ®`• ,4 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN. FOR EQUAL-LEG MEETING RAIL REPEAT ANCHOR PATTERN AT SILL �i�a� F4ORIDI" : WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN THE TABLE �s �'/0 AL 0\\\\\\ TO DETERMINE THE WINDOW SIZE. /IIlI11 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. A.LYNN MILLER,P.E. P.E.#58705 TABLE 16: Glass Types: 2, 3, 6, 7 Anchor Quantities for XOX Windows Meeting Rail: Standard Overall Sash Sash 12"MAX.O.C. Width Configuration Width 21-1/8" Overall Hgt. 29" Overall Hgt. 1 37" Overall Hgt. f 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. Range(in) Q Head & Sill Head & Sill EHead & Sill co Head & Sill Head & Sill Head& Sill Eco Y�4-1�2-1�4 12.038 - 12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 // Approved as omplying withtba 44" tort dg C 1�3-y3 1�3 12.053 - 15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Da o � m � Y4-1�2-1�4 12.038 - 13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 3 de uctCon 1 49" 1/3-1/3-1/3 13.303 - 16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 A 1�4-1�2-Y4 12.038 - 14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 2-ANCHOR 53-1/8" CLUSTER DETAIL 1�3-1�3-Y3 14.334 - 18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1�4-1�2-Y4 12.038 - 16.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 o 61" 6"MAX.O.C. Y 3 1/3%3 16.303 -20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 z 1�4-1�2-1�4 12.038 -20.052 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 76" custom 20.053 -22.185 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 / 00 1/3-1/3-1/3 22.186 -25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 / W / O > :ram LU M �! na� 1/4-1�2-1/a -24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 0 o o O 92-1/8" custom 24.083 -26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 L LU >> a °o O Q 0 Uj 1�3 1�3-1�3 26,186 -31.048 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 3-ANCHOR O � F W O M _ 1/4-1/2_Y/4 *- -25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 O r o a W o CLUSTER DETAIL z u_ (0 __ _j __397" custom 25.303 -27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 = L N 9 v U 4,9 Uo of � u °ao 1�3-1�3 1�3 27.186 -32.675 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 � Z � =¢ Q °N 9 (- HMO 1/4-1/2_1/4 ** -28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 > a Z _._ 1091, custom 28.303 -30.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 Z `. o W _rn 1/3-1/3-1/3 30.186 -36.675 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 J m u- Q O Y4-1/2-y4 ** -29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 O N rn 113-5/8" custom 29.464 -33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 31 1+C3+3+C3+1 3 ® M N GUIDE TO USING ANCHOR QUANTITY 1�3-1�3-1�3 33.186 -38.222 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 TABLES FOR XOX WINDOWS: � OE z 7,4s 1/4-1/2_1/4 ** -31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 Q = � LL O 120" custom 31.053 -33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 0 O custom 33.186 -38.222 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C2'+3+C2+1 i13 f z 1� U MIN.SASH WIDTH(FLANGE WINDOWS)= OVERALL WIDTH-58.556 U Q z _ 2 a�}!1 asaQ saua5 _ OVERALL WIDTH-57.556 " MIN.SASH WIDTH(EQUAL-LEG WINDOWS)- 2 CLUSTER OF 2 CLUSTER OF 2 3 ANCHORS ANCHORS ANCHORS �r 1 ANCHOR AT CENTERED AT THE CENTERED AT THE IN ,�\` �1� L��. � 3 ANCHORS AT .• °"' w/ THE SASH MEETING RAIL MEETING RAIL THE FIXED LITE 22-1/2"MAX.O.C. ►- 1 ANCHOR AT 9"MAX. 12"MAX.O.C. THE SASH _ No. 58705 -_ - - 1 NOTES: '> 0 STATE OF �v - -J �----� �-- im 9"MAX. e!/ 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN. FOR EQUAL-LEG X O °� R WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. / �/�/ONAL a®\��\ MEETING RAIL REPEAT ANCHOR PATTERN AT SILL II!l 1 1 1 I 1 1 0\\ 2)FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. - A.LYNN MILLER,P.E. P.E.#58705 TABLE 17: Glass Types: 8, 10, 11 Anchor Quantities for XOX Windows Meeting Rail: Standard Overall Sash Sash 12"MAX.O.C. - Width Configuration Width 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 1 63" Overall Hgt. Range (in) -Q -0 . -Q Head & Sill Head & Sill Head & Sill E Head & Sill m Head & Sill F Head & Sill -� -) -� Y4-1/2-1/4 12.038 - 12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 j� Approved as ccer�PlYingWith t "` 44" Florida !ding 1/3-1/3-1/3 12.053 - 15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Date 119, /4-1/2_1/4 12.038 - 13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 ' arff ' DadeP ductco �1 49 1/3-1/3-1/3 13.303 - 16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 r 2-ANCHOR 1/4-1/-1/4 12.038 - 14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 CLUSTER DETAIL 53-1/8" 1/3_1/3-1/3 14.334 - 18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Y4-1/2-1/4 12.038 - 16.302 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 6"MAX.O.C. 61" 1/3-1/3-1/3 16.303 -20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1/4-1/2_Y4 12.038 -20.052 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 76" custom 20.053 -22.185 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 00 Y 1/3-1/3-1/3 22.186 -25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 �j� > v6 a � w � v 1/4-12_Y4 -- -24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 0O O LO N CD (n 92-1/8" custom 24.083 -26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 O N z W o -� O 1/3-1/3-1/3 26.186 - 31.048 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 3-ANCHOR OJ co Z z O _j O a� w 1/4-Y2-1/4 ** -25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 CLUSTER DETAIL z LL m _ � - c9 ti 97" custom 25.303 -27,185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+2+C3+1 3 U V o o J u ga w - co aN 1/3-1/3-1/3 27.186 - 32.675 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 w � CD a �Ma Y4-1/2-1/4 ** -28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 0 o Z 1091, custom 28,303 - 30.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 w W r 1/3-1/3-1/3 30.186 - 36.675 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 1+C3+2+C3+1 3 O < 0 CO 1/4_1/2-y4 *" -29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 o N GUIDE TO USING ANCHOR QUANTITY 113-5/8" custom 29.464 - 33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 N H TABLES FOR XOX WINDOWS: z aaus 1/3-1/3-1/3 33.186 -38.222 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C3+2+C3+2 3 O Q 1 1 1 - - 31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 � O o /4-/2-/4 120" custom 31.053 -33.185 1+C2+3+C2+1 1 21 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+4+C3+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 '1C 3* O � 2 custom 33.186 - 38.222 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C3+3+C3+2 3 :) U J z = " MIN.SASH WIDTH(FLANGE WINDOWS)= OVERALL WIDTH-58.556 Q Q 2 al7'1 'asaQ sauas " MIN.SASH WIDTH(EQUAL-LEG WINDOWS - OVERALL WIDTH-57.556 CLUSTER OF 2 CLUSTER OF 2 3 ANCHORS - 2 ANCHORS ANCHORS IN THE 1 ANCHOR AT CENTERED AT THE CENTERED AT THE 3 ANCHORS AT JA MB ��\ �Y L� <V °✓ THE SASH MEETING RAIL MEETING RAIL THE FIXED LITE LICENSE' 22-1/2"MAX.O.C. j 1 AN ROHC AT ° 9"MAX. 12"MAX.O.C. THE SASH _ No. 58705 v --0 -----il 11 ---- r- - ' r 9"MAX. -)3 ATE OF �e NOTES: �Tss�/x - _ -- -n �- 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN. FOR EQUAL-LEG X O X WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN THE TABLE / i S °•••• C� �\ TO DETERMINE THE WINDOW SIZE. /���10 MEETING RAIL REPEAT ANCHOR PATTERN AT SILL �///111L\\ 2)FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. - A.LYNN MILLER,P.E. P.E.#58705 TABLE 18: 12"MAX.O.C. Glass Types: 9, 12, 13, 14, 15 Anchor Quantities for XOX Windows Meeting Rail: Standard Overall Sash Sash Width Configuration Width 21-1/8" Overall Hgt. 29" Overall Hgt. 1 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. Range (in) M -0 Head & Sill E Head & Sill Head & Sill Head & Sill Head & Sill Head & Sill 1/4-1/2-1/4 12.038 - 12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 kpprovedascoffiAiag whit M;,., 44" Floirida B Cod 1/3-1/3-1/3 12.053 - 15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Date 2-ANCHOR 12.038 - 13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49 1/4-1/2-1/4 CLUSTER DETAIL a I 1/3-1/3-1/3 13.303 - 16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 31 1+C2+1+C2+1 3 1/4-1/2-1/4 12.038 - 14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-1/8" 6"MAX.O.C. 1/3-1/3-1/3 14.334 - 18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/4-1/2-1/4 12.038 - 16.302 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 61" 1/3-1/3-1/3 16.303 -20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1/4-1/2-1/4 12.038 -20.052 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 76" custom 20.053 -22.185 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 0 1/3-1/3-1/3 22.186 -25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 LU o U) w co Aay 1/4-1/2-1/4 "- -24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 3-ANCHOR o CD O O (n 92-1/8" custom 24.083 -26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 CLUSTER DETAIL N z> a ou 0 UJ Q 1/3-1/3-1/3 26.186 - 31.048 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 O M U ^ cn OZ / -25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 p J O a _j W o a- 2- 4 4"MAX.O.C. - Z w cop 2_ 97" custom 25.303 -27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 U V o o f J uT e ~ /3 w J - 05 �- o 1/3-1/3_1 27.186 - 32.675 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 z � =¢ �Ma 1/4-1/-1/4 ** -28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 00 - a Z tt 109" custom 28.303 -30.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C4+3+C4+1 3 / Z W o� w � 1/3-1/3-1/3 30.186 - 36.675 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 � m w Q O 1/4-1/2-Y4 -29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 113-5/8" custom 29.464 - 33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C4+3+C4+1 3 4-ANCHOR ® N IV ~ 1/3-1/3-1/3 33.186 - 38.222 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 CLUSTER DETAIL Q aa4S 1/4-1/-1/4 - 31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 c = � C) Q 120" custom 31.053 -33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+4+C3+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 o z O o custom 33.186 38.222 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 1+IC2143+C2+11i3 w 2 _ ~ D U '*MIN.SASH WIDTH(FLANGE WINDOWS)= OVERALL WIDTH-58.556 Q Q = `*MIN.SASH WIDTH(EQUAL-LEG WINDOWS)= OVERALL WIDTH-57.556 GUIDE TO USING aµ11 asap LL, 2 ANCHOR QUANTITY CLUSTER OF 2 CLUSTER OF 2 ,l r, 3 ANCHORS ��� �( LYi� /'� TABLES FOR XOX ANCHORS ANCHORS IN THE �,� Q�.. •° J{J� 1 ANCHOR AT CENTERED AT THE CENTERED AT THE �� WINDOWS: THE SASH MEETING RAIL 3 ANCHORS AT MEETING RAIL JAMB \ eg LtGElVSF THE FIXED LITER 22-1/2"MAX.O.C. 1 ANCHOR AT - No. 58705 THE SASH 9"MAX. �- 12"MAX.O.C. - ts NOTES: � ----� ---- - i � TEo� L� 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN. FOR EQUAL-LEG - -� J 9 MAX. C*� • rCORION •• WINDOWS, SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN THE TABLE X O iSy/ ...•''.... 0 TO DETERMINE THE WINDOW SIZE. / ��/ OfVAL �`�1lIIIII°�\ 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. MEETING RAIL REPEAT ANCHOR PATTERN AT SILL - A. LYNN MILLER,P.E. P.E.#58705 INSTALLATION OPTION 1 INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X BUCKSTRIP OR BUCKSTRIP.SEE NOTE 2,THIS SHEET. DIRECTLY INTO CONCRETE/CMU. INTO CONCRETE/CMU.SEE NOTE 2,THIS SHEET. 1/4"MAX.SHIM EDGE DISTANCE ��--�I EMBEDMENT SEE TABLE 1/4"MAX.SHIM EMBEDMENT T NOTE B,FOR HEAD TYPE 14 SASH VISIBLE 4 12 1/4"MAX. NT EDGE LIGHT WIDTH 4 Approved a 'Al complying ti t , SHIM EMBEDME DISTANCE 17 EDGE d d 8 DISTANCE 35 — eta !Dade Product Caiifrd TYP.ANCHOR TYPE, FIXED VISIBLE EMBEDMENT AND EDGE d ° e LIGHT WIDTH a e f DISTANCE PEI -- SEE TABLE 19. 12"LENGTH, 63 EXTERIOR 1 20 ABOVE SAS 16 ° 14 15 F TYP.ANCHOR TYPE, YPE, EMBEDMENT AND EDGE D EDGE OVERALL WIDTH DISTANCE PER DISTANC SUBSTRATE, SEE TABLE 19 00 Y SUBSTRATE,SEE TABLE 19 &NOTE B FOR HEAD TYPE. W z (n U o naZ (SHOWN WITH I.G.GLAZING) O VISIBLE u7 ? LU > a0 (n LIGHT 11 1/4"MAX.SHIM U N z w a Q HEIGHT O c� Z co O OVERALL 4 HEIGHT 52 INSTALLATION O U- � _ III OPTION 4 = LLi , N LD � ANCHORED THROUGH V U o O J u o Q 50 W — 00 r oN 51 FRAME INTO METAL I.-- Z '-t a S N O j (n 50 TYP.ANCHOR TYPE, o Z o Z 13T EMBEDMENT AND `� d' EXTERIOR EDGE DISTANCE -i W U' 10 40 50 (' PER SUBSTRATE, J 0 19 z SEE TABLE 19. rn LO ® Q 14 15 N MIAMI-DADE APPROVED MULLION,FBC C\1 LL 7 COMPLIANT ALUMINUM/STEEL FRAMING = O Z ways OR STEEL STUD.MAY BE VERTICAL OR 6"LENGTH,CENTERED HORIZONTAL SECTION C-C HORIZONTAL.SEE SUBSTRATE Q � Q AT MEETING RAIL, (SHOWN WITH MONO.GLAZING) PROPERTIES,TABLE 19. Q O Z J ANCHORED WITH(4) 18 SCREWS, (P#60). ONLY REQUIRED IF NOTES: 36 OVERALL HEIGHT IS Q OVER 63". 1) USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 19: a17J1 asa0 sauas TABLE 19. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. Min. Edge Min. A)MIN. OF 3 THREADS ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE Anchor Substrate Distance Embedment BEYOND THE METAL OF THE WINDOW. \`� Southern Pine(SG=0.55) 9/16" 1-3/8" SUBSTRATE. \�� �� LY�{�/ 7s� #12 Steel, Aluminum, 6063-T5 min. 3/8" 0.063" �` ® '" 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1/4"MAX. EMBEDMENT 18 8 or 410 B)USE ONLY FLATHEAD �� ' LICENSE!Z7jl� d° 19.ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE A36 Steel 3/8" 0.063" SHIM ° ° ° d° ° ° � SS Screw ANCHORS IN HEAD AND e �'.• CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE Steel Stud, Gr. 33 min. 3/8" 18 Ga 0.045" EXTERIOR °° OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. ( ) SILL. PAN/HEX/FLAT HEAD NO. 58705 Concrete(min. 3.35 ksi) 1" 1-3/4" TYPE IS ALLOWABLE FOR WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER. 1X 1/4"410 SS ANCHORS IN THE JAMBS. EDGE TYP.ANCHOR TYPE, AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY Ungrouted CMU,, (ASTM C-90) 2-1/2" 1-1/4" —_-n ; C DISTANCE EMBEDMENT AND EDGE TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN Southern Pine(SG=0.55) 1" 1-3/8" C)"UNGROUTED CMU" .• C</, DISTANCE PER SUBSTRATE, AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER ® • SATE Concrete(min. 2.85 ksi) 1" 1-3/8" VALUES MAY BE USED FOR o '�` ° INSTALLATION OPTION SEE TABLE 19. OR ARCHITECT OF RECORD. 1/4" Steel i� •F4ORIDP.••'* Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" GROUTED CMU ANCHORED THROUGH FRAME Ultracon APPLICATIONS. ✓i S/® �� DIRECTLY INTO CONCRETE/CMU. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS Southern Pine(SG=0.55) 1" 1-3/8" i7�//,nNAL I`\ DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. VERTICAL SECTION B-B A. LYNN MILLER,P.E. P.E.#58705 INSTALLATION OPTION 1 INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X BUCKSTRIP OR BUCKSTRIP. SEE NOTE 2,THIS SHEET. DIRECTLY INTO CONCRETE/CMU, INTO CONCRETE/CMU. SEE NOTE 2,THIS SHEET. 1/4"MAX.SHIM —� �— 1/4"MAX.SHIM EDGE DISTANCE I EMBEDMENT EMBEDMENT f SASH VISIBLE 6 12 a � LIGHT WIDTH 1/4"MAX. EMBEDMENT EDGE 17 EDGE ffi SHIM DISTANCE o a DISTANCE 35 to a _ a a TYP.ANCHOR TYPE, FIXED VISIBLE ` #Dirk pmduedt EMBEDMENT AND EDGE a I LIGHT WIDTH DISTANCE PER SUBSTRATE, SEE TABLE 20. °a �vv� 63 EXTERIOR 3 12"LENGTH,CENTERED 20 ABOVE SASH ° ° 16 a , > 14 15 � TYP.ANCHOR TYPE, TYP.ANCHOR TYPE, EMBEDMENT AND EDGE BUCK WIDTH EMBEDMENT AND EDGE DISTANCE PER DISTANCE PER � SUBSTRATE,SEE TABLE 20 SUBSTRATE,SEE TABLE 20 W z U) &NOTE B FOR HEAD TYPE. HORIZONTAL SECTION A-A &NOTE B FOR HEAD TYPE. > C6 C)W CIO naa (SHOWN WITH I.G.GLAZING) �p O VISIBLE 11 o > aOa 0 Q LIGHT HEIGHT 1/4"MAX.SHIM 0 M w U) O BUCK 6 JO J O CL u) o HEIGHT 52 INSTALLATION Z LL m _ W OPTION 4 c.LLI g ANCHORED THROUGH W U 00 00 J um0o 0 51 50 ON 50 FRAME INTO METAL ~O W Cr ¢ NMa TYP.ANCHOR TYPE, rz-O Z O o z 13 EMBEDMENTAND 0� rn EXTERIOR EDGE DISTANCE W W 10 40 50 n PER SUBSTRATE, J J O SEE TABLE 20. O Q O 19 14 15 O � N—W, OW 9 MIAMI-DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING = O Z aays HORIZONTAL SECTION C-C OR STEEL STUD.MAY BE VERTICAL OR Q = 6"LENGTH,CENTERED AT HORIZONTAL.SEE SUBSTRATE � Q O MEETING RAIL, (SHOWN WITH MONO.GLAZING) PROPERTIES,TABLE 20. O Z 1 ANCHORED WITH(4) Q r 18 SCREWS,(P#60).ONLY v H 0� 36 REQUIRED IF BUCK NOTES: J Z = HEIGHT IS OVER 62". Q — 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 20: a 111 asaQ sauaS TABLE 20. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. Min. Edge Min. A)MIN. OF 3 THREADS ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE Anchor Substrate Distance Embedment BEYOND THE METAL OF THE WINDOW. Southern Pine(SG=0.55) 9/16" 1-3/8" SUBSTRATE. 1/4"MAX. a ° ° #12 Steel, Aluminum, 6063-T5 min. 3/8" 0.063" 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 10ENSF ll SHIM EMBEDMENT 18-8 or 410 B)USE ONLY FLATHEAD P� •' L 20.ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE SS Screw A36 Steel 3/8" 0.063" ANCHORS IN HEAD AND �J i CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE Steel Stud, Gr. 33 min. 3/8" 0.045"(18 Ga) SILL. PAN/HEX/FLAT HEAD _ No. 58705 OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. EXTERIOR Concrete(min. 3.35 ksi) 1" 1-3/4" TYPE IS ALLOWABLE FOR = _ WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER. 1X 1/4"410 SS ANCHORS IN THE JAMBS. _ I� EDGE TYP.ANCHOR TYPE, AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY CreteFlex Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" DISTANCE EMBEDMENT AND EDGE TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN Southern Pine(SG=0.55) 1" 1-3/8" �L/ 4i C)"UNGROUTED CMU" % ® DISTANCE PER SUBSTRATE, AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER Concrete(min. 2.85 ksi) 1-3/8" VALUES MAY BE USED FOR TE k 1" INSTALLATION OPTION 2 SEE TABLE 20. OR ARCHITECT OF RECORD. 1/4" Steel i 'c4ORIDP•. " Un routed CMU, ASTM C-90 2-1/2" 1-1/4" GROUTED CMU i� t� ••.... ANCHORED THROUGH FRAME Ultracon 9 ( ) / S DIRECTLY INTO CONCRETE/CMU. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS Southern Pine(SG=0.55) 1" 1-3/8" APPLICATIONS. ///®ONAL \\� DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. ///1 1 1 1 I I`0 VERTICAL SECTION B-B A. LYNN MILLER,P.E. P.E.#58705 INSTALLATION OPTION 5 EDGE DISTANCE f ANCHORED THROUGH FIN INTO 2X EDGE EDGE INSTALLATION OPTION 5 EDGE DISTANCE WOOD FRAME OR BUCKSTRIP. DISTANCE I~ DISTANCE ANCHORED THROUGH FIN INTO 2X 1/4"MAX SHIM WOOD FRAME OR BUCKSTRIP. — TYP.ANCHOR TYPE,EMBEDMENT AND EDGE DISTANCE PER TYP.ANCHOR TYPE, SUBSTRATE,SEE TABLE 0 �-- 1/4"MAX SHIM EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, 1 EMBEDMENT i SEE TABLE 21. SASH VISIBLE 12 5 epproved mply wkbi ' EDGE �I f�,rt n B &ng C& DISTANCE — LIGHT WIDTHDate 17 i EMBEDMENT Ab fEDG _. Maw,mde.."rWact rtma DISTANCE EMBEDMENT _ 35 FIXED VISIBLE LIGHT WIDTH L/4"MAX. SHIM 0 12"LENGTH,CENTERED 63 EXTERIOR 2 20 ABOVE SASH 16 �J 14 15 TYP.ANCHOR TYPE, EMBEDMENT AND EDGE _i (f DISTANCE PER 1/4"MAX.SHIM W z O Y BUCK WIDTH SUBSTRATE,SEE TABLE 21. > N O HORIZONTAL SECTION A—A 0 � a� (SHOWN WITH I.G.GLAZING) INSTALLATION �0 o O 11 OPTION 6 0 N Z� a,°° VISIBLE ANCHORED THROUGH O M w (n z LIGHT 5 INTEGRAL FIN INTO METAL n J O a- u O HEIGHT 52 Z Ij- = W ti o C7 BUCK = W HEIGHT W U J J uMo a 51 50 ~o W Q < 9Ma p o Z Z 50 Z O � W rn W J 50 EXTERIOR J � WO 13 O (D W W 10 40 ouj N Z19MIAMI-DADE APPROVED MULLION,FBC Q ZCOMPLIANT ALUMINUM/STEEL FRAMING TYP.ANCHOR TYPE, � = Q 8OR STEEL STUD. MAY BE VERTICAL OR EMBEDMENT AND EDGE QHORIZONTAL SECTION C—C HORIZONTAL.SEE SUBSTRATE DISTANCE PER SUBSTRATE, U_ JO PROPERTIES,TABLE 21. SEE TABLE 21. z _I (SHOWN WITH MONO.GLAZING) W Q U CQ J Z Q — 36 Anchor Substrate NOTES: TABLE 21: a�711 asap sauas 1/4"MAX Min. Edge Max. Min. SHIM 1)USE ONLY SUBSTRATE-APPROPRIATE Distance I O.C. Embedment ANCHORS LISTED ON TABLE 21.FOLLOW � 2-1/2"x .113" Box Nail Southern Pine(SG=0.55) 5/16" 5" 2-7/16" �,� LYNA/ EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION 2 1/2"x .131"Common Nail Southern Pine(SG=0.55) 3/8" 5" 2 7/16" L� F EDGE DISTANCE SHOWN MAY BE USED ON ANY SIDE OF 2-1/2"x .145" Roofing Nail Southern Pine(SG=0.55) 3/8" 5" 2-7/16" �4. EXTERIOR THE WINDOW. 2-1/2"x .145" Roofing Nail Southern Pine(SG=0.55) 3/8" 5" 2-7/16" No. 58705 EDGE DISTANCE 2)VISIBLE LIGHT WIDTH OR HEIGHT Southern Pine(SG=0.55) 1/2" 5" 1-3/8" #10 Steel Trusshead Screw or (ALSO REFERRED TO AS DAYLIGHT 0.125"Aluminum, 6063-T5 min. 5/16" 5" 0.091, 'O OPENING I #12 Steel, 18-8 or 410 SS :° �\ —�{ EMBEDMENT �— TYP.ANCHOR TYPE,EMBEDMENT ) S MEASURED FROM BEADING Screw 0.050"A36 Steel 5/16" 5" 0.050" O '• ST TE F L(7\ INSTALLATION OPTION 5 TO BEADING. AND EDGE DISTANCE PER 0.045"(18 Ga)Steel Stud, Gr. 33 min. 5/16" 5" 0.045" F40RIOP ,• ��� ANCHORED THROUGH FIN INTO 2X SUBSTRATE,SEE TABLE 21. 1)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. R TO BE WOOD FRAME OR BUCKSTRIP. 2) /2 COF FIN CCORNERTALLED WITHIN 77� /®NAt/11 `\\���\ VERTICAL SECTION B—B A.LYNN MILLER,P.E. P.E.#58705 ® 2.724" I -�- 1.488" -►i I� 2.112" -I � 987" ►-- 2.724" -� 2.724" - 3.184" L2786" 2.786" 2.786" u Hn 2.560" 2.060" a ..�lx 8 mc , .062" .062" .062" 062" .062" .062" �- O HEAD, FLANGE FRAME O FIN FRAME INTEGRAL O LEGDFRAME, EQUAL 40 JAMB,FRAME FLANGE O FIN FRAME INTEGRAL 06 JAMB,FRAME EQUAL LEG 0 N -� 1.246" 2.724" 2.724" - 2.724" - 040" 1.513" 00 Y w zU) 062" 723" > w OM nab O O 3.151" .808" Imo- -� .875" ►- > a oa O 3.908° o 3.651" 4 276" O INSTALLATION O U N� O O n is WIND LOAD ADAPTER M LU U) Z .062" HOLE COVER J ofZ O LL ° W .062" 062" 062 LLl ~ J U (.5 o o� Mo,a 1.415" 1.446" ' H W 7 Q F_ 0Mo o � U) d Os SILL,EQUAL LEG FRAME a Z 518" O Z rn O .710" O SILL, FLANGE FRAME SILL ADAPTER W to I ' W -� 2.211" 062" I�� J 0 2.105" �I. SILL, INTEGRAL 040" O 00 - FIN FRAME 2.211" is SILL TRACK 20 ANTI-LIFT CLIP 170" C N N 062" 4 -'' --1 .630" .464" aa4S 2.1 9 -�{ 1.300" _-- 1.803" T - -- F U).360" 062" 1.138" Q Z Q 2.273" 1.136" 1 797" 798" z U o 73 .1001, 1.300" 1 1.032" .062"' i 045" W 11 170" 120" .070" - ►- .065„ _ U J x = Q W 11 SASH PULL RAIL 12 SASH LOCK RAIL 13 SASH TOP&BOTTOM RAIL 15 14 HD MEETING RAIL STD is MEETING RAIL SCREEN ADAPTER 21A IG BEAD 2 BB IG SNAP BEAD a 111 asa0 sauaS --►-►- .050" -� .045" TABLE 22: MATERIAL PROPERTIES USED SILICONE HOT-MELT BUTYL REINFORCEMENT, POLYISOBUTYLENE DESICCANT FILL \�o\����CEr��/�r�/ooi� 5/16"NOM. FOR ANCHORAGE CALCULATIONS: SEAL o `SF STRUCTURAL 1/4"NOM. 3/16"NOM. SILICONE Material Min.Fy Min. F. POLYISO- 5/16"NOM. SEAL e No. 58705 Steel Screw 92 ksi 120 ksi BUTYLENE WITH STRUCTURAL BUTYL& _ .795" 795" 18-8 Screw 60 ksi 95 ksi DESICCANT SILICONE DESICCANT ROLL-FORMED _ - 410 Screw 90 ksi 110 ksi STAINLESS STEEL FOAM WITH FOAM Elco UltraCon® 155 ksi 177 ksi S ATE O g 492" -•- .612" 410 SS Elco CreteFlexO 127.4 ksi 189.7 ksi EXT.GLASS EXT..GLASS NT EXT. GLASS EXT. GLASS INT.GLASS ®� 6063-T5 Aluminum 16 ksi 22 ksi 23 7/16"BEAD 24 5/16"BEAD A36 Steel 36 ksi 58 ksi INT. GLASS INT.GLASS INT.GLASS ®® Gr.33 Steel Stud 33 ksi 45 ksi KODISPACE SUPER SPACER DURASEAL® XL EDGETM //// �AL \\o �\ 70 4SG TPS 71 NXT rm 72 SPACER 73 SPACER /1 P I I I I I\ A.LYNN MILLER,P.E. P.E.#58705 TABLE 23: Item # Part# T Description Material 1 624038 Head, Flange Frame Alum. 6063-T6 ASSEMBLY DETAILS FOR 2 624039 Head, Integral Fin Frame Alum. 6063-T6 XO FLANGE FRAMES 3 624040 Head, Equal-leg Frame Alum. 6063-T6 (OTHER FRAME TYPES& Q 4 624001 Jamb, Flange Frame Alum. 6063-T6 CONFIGURATIONS SIMILAR) } 5 624017 Jamb, Integral Fin Frame Alum. 6063-T6 61 61 6 624028 Jamb, Equal-leg Frame Alum. 6063-T6 4 'tp w s 7 624035 Sill, Flange Frame Alum. 6063-T6 In j Date 8 624036 Sill, Integral Fin Frame Alum. 6063-T6 9 624037 Sill, Equal-leg Frame Alum. 6063-T6 61 12 1 bade proded Bud 10 624034 Sill Adaptor Alum. 6063-T6 q 11 624043 Sash Pull Rail Alum. 6063-T6 } 12 624006 Sash Lock Rail Alum. 6005A-T61 i 13 624041 Sash Top& Bottom Rail Alum. 6063-T6 14 624027 HD Meeting13 Rail Alum. 6063-T6 2 15 624005 Std. Meeting Rail Alum. 6005A-T61 1 11 Q) 16 624047 Screen Adapter Alum. 6063-T6 Q i4 17 624051 Installation Hole Cover Alum. 6063-T6 } } 18 64125M Windload Adapter Alum. 6063-T6 19 624042 Sill Track Alum. 6063-T6 00 U 0 w z U) 20 624015 Anti-Lift Clip Alum. 6063-T6 4 > w 00 ^a� 21A 624009 IG Bead Alum. 6063-T5 o (D O o cn 21B 624011 IG Snap Bead Alum. 6063-T5 r >> a}°a O 23 624026 7/16" Lami Glaz. Bead Alum. 6063-T6 O N Z"' Q Uj 24 624013 5/16" Lami Glaz. Bead Alum. 6063-T6 coZ OZ O -1 o a� w 30 6TP247 Glazing Bead, Bulb Vinyl for#624013&#624026 Vinyl `� Z cep = - fl- 31 6TP248 Glazing Bead, Bulb Vinyl for#624009&#624011 Vinyl = 0 6 N �e 32 712653K Mono setting Block 3/32" X 1/4" X 1" Neoprene W U Co o ° F- N 33A 71715K Lami IG Setting Block 1/8"x 3/4"x 1-1/14" Neoprene 63 �'¢ U) �Ma o j Iq � cn 33B 624014 IG Snap Setting Block Vinyl 12 0 o Z 35 724045 Sweep Latch Cast Znc Z LU 36 71298 Weep Hole Cover Vinyl —i -j LL 37 41722 Hole Plug Vinyl 15 14 0 38 724021 Lock Rail Cover, (LH& RH) Vinyl °' uJ 39 724050 Pull Rail End Cap Vinyl C N N Ilf LU 40 724048 Roller Housing& Sash Guide Vinyl 0 O LL1 }aays 41 724052 Roller Wheels Brass _ � 42 724054 Sash Top Rail Gasket, (LH& RH) Polyethylene " D O 4 13 � � G Z_ U ti 43 724055 Sash Bot Rail Gasket, (LH& RH) Polyethylene I.- off$ ti 44 724057 Frame Header Gasket, (LH & RH) Polyethylene 36 a 39 Uj 45 724058 Frame Sill Gasket, (LH & RH) Polyethylene 41 U < O = 61 Q m 46 724063 Meeting Rail Gasket Polyethylene 35 a}1 asaa saiaas 50 Weatherstrip, .187" x .170", Fin Seal @ Sash d 51 Weatherstrip, .187" x .270", Fin Seal @ MR Y LYE jV� 52 67070 Bulb Vinyl 60 71OX38PPAX #10 X3/8" Ph. PH SMS (Windload Adapter) Stainless Steel 61 40 INTERIOR 61 781PQX #8 X 1" Qd. PH SMS (Frame&Sash Assembly) Stainless Steel p = b � _ No. 587p5 63 - Aluminum Screen with Fiberglass Mesh Varies — 70 - Kommerling Kodispace 4SG TPS 7 See Sheet 38 g 71 - Quanex Super Spacer nXT 18 for � 72 - Quanex Duraseal Spacer F \ Materials INTERIOR ',���� ��ORic . �N��� 73 - Cardinal )C Edge Spacer 61 <1 i O e� 74 - Dow 791, 899 or GE 7700 Backbedding Silicone NOTES: / / //� 11 L 1`\°\\ \ 1)ALL CORNERS TO USE GASKET AND/OR SEALANT. 2)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. A.L R MILLER,P.E. P.E.#58705