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HomeMy WebLinkAboutAPPROVED HR 7710A M IAM I-DADE MIAMI-DADE COUNTY 3 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.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. 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. 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 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. NOA No. 18-0627.01 MIAMI-DADE COUNTY Expiration Date: August 23,2023 117)10�. Approval Date: August 23,2018 ,if 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 61n 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 er z,P.E. Product Contr l E aminer 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 ixa finer NOA 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 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FOR ANCHOR VARIES PER GLASS TYPE, LARGE&SMALL MISSILE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ . QUANTITIES, 23" 12" B SEE TABLES 2-11 IMPACT RESISTANT ) SEE TABLES 12-14 23 O.C. 9" ,�Ti O.C. 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS — —� --N INSTALLATIONS ABOVE 30' IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST BE TEMPERED. USER INSTRUCTIONS: __ e 1)DETERMINE THE SITE SPECIFIC,WINDOW 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLYMIAMI-DADE COUNTY APPROVED OPENING'S DESIGN PRESSURE REQUIREMENT MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 FROM ASCE 7. Approval aff Complying with c CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. A A F1011da gtddin C at� 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS 76" 2)KNOWING YOUR GLAZING OPTION(TABLE 1), ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" OVERALL WINDOW CONFIGURATION AND SIZE, DETERMINE THICK OR GREATER. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY HEIGHT 69" / 69" / YOUR WINDOW'S DESIGN PRESSURE FROM TABLES TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY SASH FIXED + 2-11. IT MUST EQUAL OR EXCEED THE DESIGN OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD, (AOR). 75" VISIBLE VISIBLE PRESSURE REQUIREMENT FOR THEBUCK 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 SEALED.OVERALL SEALING&FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE SASH 34-3/8"FIXED TABLES 12-18. DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. VISIBLE VISIBLE LIGHT 4)INSTALL AS PER SHEET 15 FOR FLANGE 6) 1/4"MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO LIGHT + INSTALLATION,SHEET 16 FOR EQUAL LEG THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.THE OR SHEET 17 FOR INTEGRAL FIN INSTALLATION. 7)DESIGN PRESSURES: B 18-1/2"MAX b 00 Y A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS SEE WEEPHOLE NOTE: DESIGN PRESSURE RATING DETERMINATION w K 75"BUCK WIDTH MAX. IS THE SAME PROCESS FOR ALL FRAME TYPES > O PER ASTM El300. NOTES THIS SHEET BUCK w c\ > a� -� 76"OVERALL WIDTH ) (FLANGE, INTEGRAL FIN OR EQUAL LEG/BOX). 0Y B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE p �o Co U) TESTING AND GLASS PER ASTM E1300. TYP. FLANGE XO ELEVATION (OX SIM.) WEEPHOLE NOTES: � � D> a TO O Q C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 1) 1-5/8"X.300"WITH PLASTIC BAFFLE. (0 N z ui fY MAX. DIMENSIONS ALLOWED SHOWN 2) 1 WEEPHOLE LOCATED AT 4"FROM EACH END. O CO LU U) O 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS FOR ANCHOR 3) 1 WEEPHOLE LOCATED UNDER EACH MEETING RAIL. J O a 0n Z C)CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN z LL co= QUANTITIES, USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE SEE TABLES 15-18 12" = W N J �e EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR 22-1/2" O.C. W U 0 J -1 uMoaQ MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION 12"O.C. Imo— 'ON RESISTANCE. O.C. --_ ,------- I B ~ W 2¢ F_ HMO e e O � to Z 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA e \ e eO Z o Z O BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. — ---- Q W � 10)REFERENCES:TEST REPORTS FTL 18 7891 &18-7891.01;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA; J O NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUM DESIGN C 56" / 56" / / C � W MANUAL SASH FIXED ® rn N 06 63" VISIBLE VISIBLE Of LU 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. OVERALL LIGHT / LIGHT aa4S TABLE 1: HEIGHT 22-1/2" = O DP Table# Anchor Table# 62 34"� O.C. < —f O Glass Description(Listed from Exterior to Interior) XO/OX XOX XO/OX XOX BUCK SASH 55-3/8 FIXED O z Q Type HEIGHT VISIBLE LIGHT of STD HD STD STD HD STD VISIBLE I L11 1 1/8"AN, .090"PVB, 1/8"AN 2 7 12 15 LIGHT j U J W 2 2 11/8" HS, .090" PVB, 1/8"HS 3 8 12 - 16 91, Q 0 3 3/16' AN, .090' PVB, 3/16' AN 3 - 8 12 - 16 a}il asaa sauas 4 13/16"LIG: 1/8"AN CAP,AIRSPACE, 1/8"AN, .090" PVB, 1/8"AN 4 7 12 15 g 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: 3116"AN CAP,AIRSPACE, 1/8"AN, .090"PVB, 1/8"AN 3 - 9 12 16 119"BUCK WIDTH THIS SHEET \��`ONY LY/v& 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 �� ei 8 3/16"AN, .090"SG, 3/16"AN 5 6 10 13 14 17 INTEGRAL FINLICENSE 9 3116"HS, .090"SG, 3/16" HS 5 6 11 13 14 18 ANCHORAGE TYPE TYP. FLANGE XOX 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 _tl 13/16"LIG 1/8"TP CAP,AIRSPACE, 3/16"AN, .090"SG, 3/16"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 — 13 13/16" LIG: 1/8"TP CAP,AIRSPACE, 1/8"HS, .090"SG, 1/8"HS 5 6 11 13 14 18 CODES STANDARDS USED: 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 GLASS TYPES TABLE...........................1 % ® •• STATE OF • � � 15 13/16"LIG: 3/16"TP CAP,AIRSPACE, 1/8"HS, .090"SG, 1/8" HS 5 6 11 13 14 18 •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION DESIGN PRESSURES...........................2-9 i T •ASTM E1300-09 ANCHOR QUANTITIES.............. ...........10-14 i �` 'c(ORIDP,. ' SG=KURARAY SENTRYGLAS®INTERLAYER BY KURARAY AMERICA, INC. e � '•......•• � � ® ........................•ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION INSTALLATION/ANCHOR SPECS.......15-17 ee � ``���` PVB=KURARAY TROSIFOL PVB INTERLAYER BY KURARAY AMERICA, INC. •ALUMINUM DESIGN MANUAL,ADM-2015 EXTRUSION PROFILES 18 e// CONAL. 0,� AN=ANNEALED ////f I I I 1 1 1\`` HS=HEAT-STRENGTHENED •AISI S100-12 CORNER ASSEMBLY............................19 19 A.LYNN MILLER,P.E. TP=TEMPERED •AISC 360-10 PARTS LIST............................................ P.E.#58705 TABLE 2: Glass Type: 1 Overall Design Pressure (Ibs/ft) for XO & OX Windows Meeting Rail: Standard 090"PVB--,, 1/8"AN GLASS Width 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 1/8"ANGLASS 20" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 30 24 i 25" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 1/2"NOM. �roved$�complying 3e§ tidding Oak 37" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 GLASS BITEEXTERIOR 49" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 "1pact 61" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 74 a 67" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 32 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 C2 00 W _ z U o >> 3/16"AN GLASS w co > nay 1/8"HS GLASS CD O .090"PVB 090"PVB O U 1/8"HS GLASS N o W a oQ O ' 30 l 30 3/16"AN GLASSO F w ¢O Z O 24 j 23 U_ 0z (0 _ TABLE 3: 1/2"NOM. 1/2"NOM. = U j , N 0 Glass Types: 2, 3, 5, 6, 7 GLASS BITE GLASS BITE U 0 O O J u n Overall Design Pressure Ibs/ft2 for XO & OX Windows EXTERIOR EXTERIOR I_ ; }¢ < aN g ( ) Meeting Rail: Standard W ^ 9 � 5Mo Width 22-1/8" Overall Hgt. 37 Overall Hgt. 49 Overall Hgt. 55 Overall Hgt. 63 Overall Hgt. 74 74 0 a z z °� - cn 20" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 32 32 LU W °' 25" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 GLASS TYPE 2 GLASS TYPE 3 J LU J O � O 37" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 W `V 13/16"NOM. 13/16"NOM. ® rn N 49" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 GLASS STACK GLASS STACK E � aa4S 61 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 AIRSPACE 090"PVB AIRSPACE .090"PVB � - W 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 U Dom.. 00 GLASS 1/8"AN 1/8"AN GLASS 0 TP GLASS 74" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -72.2* 31 GLAss74 31 � � O � -80.0 FOR GLASS TYPES 2,3,6&7 ! <GL/A U Uj J W = 1�OR 1B 1AOR 1B Q 1/2"NOM. a Ill asaQ sauaS GLASS BITE EXTERIOR EXTERIOR G E NNF 70-73 Qom,•' 33A OR 33B 33A OR 33B No. 58705 GLASS TYPE 5 GLASS TYPE 6 (ANNEALED) GLASS TYPE 7 (TEMPERED) ' �\NOTES: STATE 0 1)OVERALL(TIP TO TIP) DIMENSIONS SHOWN.FOR INTEGRAL FIN AND c�OR{DP.• ' ��� EQUAL-LEG WINDOWS, SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN ....•. THE TABLE TO DETERMINE THE WINDOW SIZE. ////�ONAL 10\\�� 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. - A. LYNN MILLER,P.E. P.E.#58705 TABLE 4: Glass Type: 4 13/16"NOM. Overall Design Pressure (Ibs/ft2) for XO & OX Windows Meeting Rail: Standard GLASS STACK Width AIRSPACE I 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--- 6_11/8"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 Opp , 29 A Fia s Id C 37" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Date 1AOR 1B 1/2"NOM. O 49" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 GLASS BITE `s 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 13/16"NOW � z o w M nab GLASS STACK Q Q CD O O fn 3/16"AN OR AIRSPACE 090 SG o> a4Fc O Q HS GLASS 1/8"AN OR 00 "t w O .090"SG 3/16"AN OR TP GLASS 3/16"AN GLASS J cy) Z Z 30 HS GLASS 31 74 O LL m _ � o 1 W_ N J 23 U U o o f � uoa� 1/2"NOW 1AOR 1B n 1/2"NOW FW- Z dam• ¢ < ON TABLE 5: GLASS BITE EXTERIOR U GLASS BITE p ; U) 2 Glass Types: 8 thru 15 EXTERIOR p Z rn o Z Overall Design Pressure (Ibs/ft ) for XO & OX Windows a � W Width Meeting Rail: Standard J �74 W 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 70-73 32 33A OR 33B Q O 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) o N W co 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) C = O U) aa4S 37" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 � = 49" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1 _ 13/16"NOM. 13/16"NOM. U n p GLASS STACK GLASS STACK O Z Z 61" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.9* .090"SG � (D AIRSPACE AIRSPACE .090"SG W 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 U J W = TP GLASS 1/8"HS GLASS TP GLASS 1/8"HS GLASS Q 0 74" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -90.0* a, l asao sa aas 31 74 31 74 -110.0 FOR GLASS TYPES 9, 12, 13, 14&15 1 A OR 1 B 1 A OR 1 B �� GAY LYNA/ 1/2"NOM. 1/2"NOM. �� �. ' \GEN GLASS TYPES 8-15 GLASS BITE GLASS BITE �� . \- 3F �� EXTERIOR EXTERIOR ' MAY NOT BE USED -WITH INTEGRAL FIN e NO. 58705 -_ • FRAMES 70-73 NOTES: 33 OR 33B 33A OR 33B _ GLASS TYPE 12 (ANNEALED) GLASS TYPE 14 (ANNEALED) O�'. 7TA ((��\ 1)OVERALL(TIP TO TIP) DIMENSIONS SHOWN.FOR INTEGRAL FIN AND '•. ORIDP . �C EQUAL-LEG WINDOWS, SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN GLASS TYPE 13 (TEMPERED) GLASS TYPE 15 (TEMPERED) �, Sks, THE TABLE TO DETERMINE THE WINDOW SIZE. ////'O VAL \\��\ //IIII1� 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 Width Meeting Rail: Heavy-Duty 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 76" Overall Hgt. 20" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 25" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 *,pproved as complying with$ FIB s g Code 37" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 Date 49" +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" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 67" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -109.8* GLASS TYPES 8-15 MAY NOT BE USED 76" +80.0 -110.0 1 +80.0 1 -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 ° 2 z 13/16"NOM. !. ' 13116"NOM. 13/16"NOM. GLASS STACK GLASS STACK GLASS STACK 00 3/16"AN OR AIRSPACE---A090"SG AIRSPACE 090"SG AIRSPACE .090"SG W - o U) HS GLASS 1/8"AN OR 1/8"AN OR 3/16"AN OR IY U' M e� .090"SG 1/8"HS GLASS Q x o (0 O 3/16"AN OR TP GLASS 3/16"AN GLASS TP GLASS 1/8"HS GLASS TP GLASS �w O U) LO >> e1oQ 23 30 HS GLASS 31 74 XB 31 74 U' c'4 z w Q O co �� U) O 1AOR 1B i 1AOR 1AOR 1B 1/2"NOM. O U_ C) a-U) LU o 1/2"NOM. � 1/2"NOM. _ _ GLASS BITE GLASS BITEE GLASS BITE J ti EXTERIOR EXTERIOR EXTEXTERIOR 4 W U 00 o u n ON ~ LZ 9¢ Imo- HMO ao > rU) 70-73 70-73 0 a Z 32 33A OR 33B 33 OR 33A OR 33B z °� o - UJ GLASS TYPE 8 GLASS TYPE 10 (ANNEALED) GLASS TYPE 12 (ANNEALED) GLASS TYPE 14 (ANNEALED) U W GLASS TYPE 9 GLASS TYPE 11 (TEMPERED) GLASS TYPE 13 (TEMPERED) GLASS TYPE EMPERED) p 15 (T < O to 'IT C\j Q O (n 7GG U) = W Q a LL Q o O Z_ Z w ' U J W = Q Q a�lll �saQ saua5 DWN 0 N0. 58705 s_0 NOTES: 0 . T �44//, 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG F<ORIDP WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN THE TABLE is ®C3 TO DETERMINE THE WINDOW SIZE. is/ONAL 1\\\\\\ 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 Sash DesiWidthgn Pressure (Ibs/ft2) for XOX Windows Meeting Rail: Standard 1/8"AN GLASS Range (in) 21-1/8" Overall H " " " " " Width Configuration t. 29 Overall H t. 37 Overall H t. 49 Overall H t. 55 Overall H t. 63 Overall H t. 090"PVB 9 9 9 9 9 9 1/s°AN GLASS 1/4-1/2-1/4 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 � ���ed �� ��� � 1/2"NOM. ng !"Imda Buidhig c 1/4-1/2-1/4 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 Cate 49" m 1/3-1/3-1/3 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 EXTERIOR k41/ Y2-1/4 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 -60.053-1/8 _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 �4-1/2-y4 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 GLASS TYPE 1 61" 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/ 1/- 4 1/ 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 GLASS STACK 4- 2 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 0 Y 1 1 1/ ** - 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 > Z o /4-/2- 4 31 74 W co nay 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 i o �o o O 1 1 1 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 1 OR 1 B 1/2"NOM. } o M a}oa of O Q' /3-/3-/3 - GLASS BITE 0 � ?� O ** EXTERIOR z o-/2-/4 - 25.302 +60.0 -600 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 Ja - W4 O o m °� 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 = u N F e I� 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 33A OR 33B GLASS TYPE 4 70 73 W Z 00 o Q Q u��oao oN 1/2-y4 ** - 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 0 > `-' ~ �Ma CL z 109" 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 w rn 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 J GLASS STACK J 120" 1/4-1/2-1/4 ** - 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 O � LO AIRSPACE 090"PVB M Of W "MIN.SASH WIDTH(FLANGE WINDOWS)= OVERALL WIDTH-57.924 1/8"TP AN ® N N * MIN.SASH WIDTH(FIN&EQUAL-LEG WINDOWS)= OVERALL WIDTH-56.924 GLASS GLASS O � aays 2 31 74 Q d o 0 1 OR 1B 1/2"NOM. 1- Z z LD ti GLASS BITE ' EXTERIOR U J W = a Qo a�}il 'asap saua5 70-73 33A OR 33B GLASS TYPE 5 �`O�V LYN/y�'.,�� No. 58705 NOTES: � •° 1)OVERALL(TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND ®� SATE OF 1�44i� EQUAL-LEG WINDOWS, SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN %�� °•F�ORIE7�.• '�\ \\ THE TABLE TO DETERMINE THE WINDOW SIZE. es7/ f ONAL 2)FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. I I t A.LYNN MILLER,P.E. P.E.#58705 TABLE 8: Glass Types: 2, 3 Overall Sash Width Design Pressure (lbs/ft2) for XOX Windows Meeting Rail: Standard 1/8"Hs GLASS Rana In Width Configuration .oso"PVB 9 ( ) 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 �� �d ��th� �� 1/3-1/3-1/3 1/2"NOM. Florida�& i ����e€� ���ea➢ 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 GLASS BITE 49" 1/4-�2-1/4 EXTERIOR Mad P�t Octn g� 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 %4-1/2-1/4 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" GLASS TYPE 2 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 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 61" - 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 3/16"AN GLASS 1/4_7/2-1/4 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 -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 3/16"AN GLASS o 30 LU Z Y 1/ 1/ 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 > �; oM 3 a 3- 3- � ** LU 1/2"NOM. 1/4_1/2_y4 - 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 EE o U) GLASS BITE LO LU , 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 0 N Z W O -L O 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 O -I O C N w o Z B" � � _ ti 1/4-1/2_1/4 ** -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 = LLi N J e '� GLASS TYPE 3 U U o o f uM°a 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 H Z � = Q Q ° ON W .� 2 I- SMQ 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-Y4 *" - 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 W rn 109" 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 0 < 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 co w C° y4-y2-1/4 ** - 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 U) 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 Oz w Q 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 -80.0 0 o- o Z Z i 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 -80.0 +65.0 -80.0 w O 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 133.186 - 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 L LL °Sao Sa,aas *MIN.SASH WIDTH(FLANGE WINDOWS)= OVERALL WIDTH-58.556 00��\®�Y MIN.SASH WIDTH(FIN&EQUAL-LEG WINDOWS)= OVERALL WIDTH-57.556 `oo�� LICENSE 2 �. e No. 58705 NOTES: ® S ATE OFF 1)OVERALL(TIP TO TIP) DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN �/ \oo 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: Sash Glass Types: 6, 7 Overall Sash Width Design Pressure (lbs/ft2) for XOX Windows Meeting Rail: Standard 13/16"NOM. Width Configuration GLASS STACK Range m 9 ( ) 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. AIRSPACE 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 -80.0 090"PVB 44" 1/4 1/ 1/4 3/16"AN OR -1/3-1/3 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 TP GLASS-* 1/8"AN GLASS � r§ ��,� � 1/3eaw 5ying with t i Florida���saa� �� a€1a��fy 49 1/4_1/2_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 t �� 4 wramwW ad 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 1A OR 1 B 1/2"NOM. GLASS BITE y4-y2-1/4 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 EXTERIOR 53-1/8" a 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 1 1 1 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" /4-/2-/4 33AOR33B o 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) CC 1 1 1 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 -72.96 GLASS TYPE 7 (TEMPERED) /4-/2-/4 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 LLI U) 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 > �; oM a� 14_1 1/ ** A +65.0 -67.56 0 �o o O / /2_ 4 - 24.082 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1 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 N Z w a'o0 W Q -U) O 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 o � W o 1/4-1/2_y4 ** - 25.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.56 = LLi N `" e J 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 w 600 o J < u^° ° ON Lu ¢ � DM° ** >1/3-/3_/327.186 - 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 � Z 1A 5 zao uj J+65.0 .�4 � /4 28302 +650 800 +650 -800 +650 -800 +650 -800 . rn 109" 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 LL _j Q O 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 -75.8 M W 1/4_1/2_�4 ** - 29.463 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.56 0 W � }aays 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 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 a o 1 1 1 ** A +65.0 -67.56 z (� I - 31.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1 � , w 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 +65.0 -71.3 a, l asa° saiaas " MIN.SASH WIDTH(FLANGE WINDOWS)= OVERALL WIDTH-58.556 s-80.0 FOR GLASS TYPE 7 \p;�;i I I I r r//✓� 2 -75.0 FOR GLASS TYPE 7 \��� LYNA/ MIN.SASH WIDTH(FIN&EQUAL-LEG WINDOWS)= OVERALL WIDTH-57.556 a`4 '��•`'LlCEN 2 No. 58705 NOTES: ® °• S ATE OF 1)OVERALL(TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND c EQUAL-LEG WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN C��, '' �ORIDP•. ��` THE TABLE TO DETERMINE THE WINDOW SIZE. �i7 /OAL � ��` //tlllll� 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 Sash Design Pressure (lbs/ft2) for XOX Windows Meeting Rail: Standard 3/16"AN GLASS Width Configuration 090"SG Range (in) 21-1/8 Overall Hgt. 29 Overall Hgt. 1 37 Overall Hgt. 1 49 Overall Hgt. 55 Overall Hgt. 63 Overall Hgt. 3/16"AN GLASS 1/4_1/2_Y4 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 l 44" 1 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 23 D 1/2"NOM. F1�8°a �B idi��g O� 49" 1/4-1/2-�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 GLASS BITE C EXTERIOR 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 a 74 X4_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 a� ` 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 1/4_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" 1/3-1/3-1/3 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. -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 �4 090"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 Y 1/8"AN OR Z 00 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 3/16"AN GLASS >� > w co > nay 1/4_1/2_�4 ** - 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 p o o O �1 aoo 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 CO c� C.,W ofQ 1AOR 1B vz"NOM. Q d -") 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 -102.3 Q GLASS BITE J J o a Cr Z o EXTERIOR lL CD _ LU 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 U U o o J umo' 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 W z v Q � DMa 1/3_1/3-1/3 o 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 OR 33B o o z GLASS TYPE 10 (ANNEALED) z rn Y4_Y2-1/4 ** - 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) w 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 -97.3 J Q 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 co � W o y4-1/2-y4 ** - 29A63 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 _ (n }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 O W MAY NOT BE USED Q 2 Q 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 � o_ o WITH INTEGRAL FIN Z Z i 1/4_1/2_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 O cr- 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 +80.0 -91.5 " _ W = Q o 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„l a5ao sagas MIN.SASH WIDTH(FLANGE WINDOWS)= OVERALL WIDTH-58.556 \ �\t LYNX OVERALL WIDTH-57.556 �� \,\CENSF°•• `*MIN.SASH WIDTH(EQUAL-LEG WINDOWS)= 2 _ No. 58705 7 NOTES: �'• ATE \ 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN. FOR EQUAL-LEG i WINDOWS, SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2)FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. - A.LYNN MILLER,P.E. P.E.#58705 TABLE 11: Glass Types: 9, 12, 13, 14, 15 Overall Sash Width 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. 63 Overall Hgt. 3/16"HS GLASS 44" 1/4-/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 23 30 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. '� 11 GLASS BITE or14dialdipa�ffO& Y4-1/2-1/4 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 a 49„ EXTERIOR 10.E 1/ 1/ 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 a °��ct ��° 3- 3- 74 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 1/4-1/-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 a 61" 1/3-1/3-1/3 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 GLASS NOM. z GLASS STACK 1/4-1/2-y4 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 o TP GLASS 1/8"HS GLASS 0 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 > o 31 74 w ^ab y4_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 o o U) 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 21AOR 1B 1/2"NOM. N Z� a'°° GLASS BITE d w (� 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 i J o a 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 1/4-�2-1/4 - 70-73 V Lu O J u n 90 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 O w o °N �33A OR 33B Z Q 9Ma 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) > 14- a Z 1/4-1/2-Y4 ** - 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* GLASS TYPE 13 (TEMPERED) Z °�' Of W rn 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 Q 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 -110.0 W rn 1 1/- 4 -1/ ** 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. O N N /4- 2 # W U) GLASS STACK = Q U) 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 -110.0 +80.0 -110.0 ? = W 1/ 1/ 1/3 AIRSPACE .090"SG Q Q 3- 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 � o 3/16"AN OR p 1 1 1/ ** * TP GLASS 1/8"HIS GLASS Z Z I� /4_/2_ 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 (D 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 eGS 5 D w = Q 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 �"B a]11 asao saiaas _ OVERALL WIDTH-58.556 *-110.0 FOR GLASS TYPES 9, 12, 13&15 MIN.SASH WIDTH(FLANGE WINDOWS)- EXTERIOR 1 OVERALL WIDTH-57.556 ��\\ ®� LY�;v "MIN.SASH WIDTH(EQUAL-LEG WINDOWS)- 2 \ �� . L�CEN� .`P.GLASS TYPES 8-15 33A OR 33B 70 73 MAY NOT BE USED = ;° N®. 58705 WITH INTEGRAL FIN GLASS TYPE 14 (ANNEALED) • FRAMES _ NOTES: GLASS TYPE 15 (TEMPERED) ; 0 °. WATEJCc 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG g�® WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. ��'�Si0[VAL � 2)FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. I 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 -0 2+C3+21 14'I Head & Sill E Head & Sill Head & Sill Head & Sill Head & Sill — '%Pproved as sz€plyi with t . 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 F L3�ee€i€s� C e CLUSTER OF 3 , 25' 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 2 ANCHORS ANCHORS 4 ANCHORS g� - 2 ANCHORS AT 37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ATTHE CENTERED AT THE THE FIXED LITE 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" Glass Types: 8 thru 15 / MAX. O.C. co Y Anchor Quantities for XZ m �MEETING W owso Meeting Rail: Standard > �; c as Overall REPEAT ANCHOR PATTERN AT SILL 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. o o o U) Width D 7400 0 Q Head & Sill Head & Sill E Head & Sill Head & Sill E Head & Sill Up "T U O 12"MAX.O.C. 6"MAX.O.C. J 0� Z 0 _j o aU W o 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 _ � coo N� J 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 U U o o f J u oao Z = Q Q ON 37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 /// j/ o W � sMa 49" 1+C2+1 2 1+C2+1 21 1+C2+1 31 1+C2+1 3 1+C3+1 3 o z - o z W rn 61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C3+1 3 1+C3+1 3 W m LL J 67" 1+C2+1 2 2+C2+2 2 2+C2+2 3 2+C3+2 3 2+C3+2 3 O o 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 U Q aaus TABLE 14: 4"MAX.O.C. —� Q = � Glass Types: 8 thru 15 o Z W Anchor Quantities for XO & OX Windows o Meeting Rail: Heavy-Duty w _ ~ Overall 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 76" Overall Hgt �/ " Q Q = Width / �/ al}il �saa saua5 Head & Sill Head & Sill Head & Sill Head & Sill Head & Sill Head & Sill cu 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 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 ``��at . �cErvs °••�1� �� 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 CLUSTER DETAIL _ No. 53705 49" 1+C2+1 2 1+C2+1 21 1+C2+1 31 1+C2+1 31 1+C3+1 3 1+C3+1 4 _ ®� y R 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 NOTES ® S AT 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 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN. FOR EQUAL-LEG WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN THE TABLE ��� °•40RIO?. 76" 11 2+C2+2 12 , 2+C2+2 2 2+C3+2 3 2+C3+2 3 2+C3+2 4 2+C4+2 5 TO DETERMINE THE WINDOW SIZE. /�si�/O AL N • °-° ������ 2)FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. /11 1 1 1 1 1 0\` A.LYNN MILLER,P.E. P.E.#58705 TABLE 15: Glass Types: 1, 4, 5 Anchor Quantities for XOX Windows Meeting Rail: Standard Overall Sash Sash 12°MAX.O.C. 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) s Q \ Head & Sill Head & Sill Head & Sill Head & Sill Head & Sill Head & Sill 44" 1/4-1/2-1/4 12.038 - 12.052 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 /�j� %pproved 2&COeraPlYi With1 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 7// FloridaBaidingC 49" 1/4-1�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 ��� 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 31 ` ti 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" 1 1 1 CLUSTER DETAIL �3-�3-�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 61" 1/4-1�2-Y�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 JD 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 3 1+C2+1+C2+1 3 O 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 W Z o w (M na& 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 Q �o m O LU 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 U7 (- C o� a}oQ C+ Q Y4-1�2-1�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+C2+3+C2+1 3 p � F w O _j M Z 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 0 IL w = J 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 2 LLj co,2 - U U O o'r a 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+C2+3+C2+1 3 W Z � _¢ Q uanoa� 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 � 1-- �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 Z cn v W w rn 120" 1/4-1/2-1�4 "" -31.038 1 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 00 LL MIN.SASH WIDTH(FLANGE WINDOWS)= OVERALL WIDTH-57.924 0 2 CC OVERALL WIDTH-56.924 ® rn N ~ MIN.SASH WIDTH(EQUAL-LEG WINDOWS)= c� 2 GUIDE TO USING CK ~ _ O Z aays a ANCHOR QUANTITY 1C21+3+C241 �3+� TABLES FOR XOX o W o WINDOWS: w O c) � U CLUSTER OF 2 CLUSTER OF 2 3 ANCHORS J Z 2 ANCHORS ANCHORS IN THE as a< sauas 1 ANCHOR AT CENTERED AT THE CENTERED AT THE THE SASH 3 ANCHORS AT ; ; JAMB MEETING RAIL 1 MEETING RAIL `� f THE FIXED LITE 0\\� � LY.E 221/2"MAX.O.C. �.- \e \N .° .... .. . 1 ANCHOR AT �- THE SASH �` l�CENS 9"MAX. 12"MAX.O.C. --� ----- r- I n r---- - _ .' Rio. 58705 _ _j L_- 9"MAX. e X O X � � NOTES: / f o '. S TE ,pC,tp 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN. FOR EQUAL-LEG REPEAT ANCHOR PATTERN AT SILL % ��ORIDP .•° �a WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN THE TABLE MEETING RAIL S(9 •..... ° ��( TO DETERMINE THE WINDOW SIZE. 7i�/NAL.I `,\\\ 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 d 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. 63" Overall Hgt. Range (in) -0 -Q Head & Sill E Head & Sill Head & Sill @ Head & Sill Head & Sill Head & SillCU 1/4_1/2_14 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// %pproved as complying with t9, 44" / / 1-aing 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 / oat�jbj 0 1/4-1/2-1/4 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 113p uctCo 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 p 2-ANCHOR 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 53-1/8" CLUSTER DETAIL 1/3-1/3-/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+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 0 61" 6"MAX.O.C. �) I�- 1/3-%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 1/4 1/2-y4 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 1-4 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 / j/ LU ? o cn w M a� 1/4-1/2-y4 ** -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 o O LU 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 >_ r- o a'a Q Q 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 O0 M � Oz 1 1 1 ** -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 -1 0o a � W /4 CLUSTER DETAIL z w m � = _j -, 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+C3+2+C3+1 3 = Ld N 2 U V o of J � � 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 W Z 00 = Q Q �N w r. 2 H �Ma 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 or > a Z 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+C2+3+C2+1 3 1+C3+3+C3+1 3 z °� ° w 0') 1/-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 J 3 u J 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+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 O N 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 3 1+C3+3+C3+1 3 GUIDE TO USING ANCHOR QUANTITY o N N ~ 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: Q z aaus Q 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 = D u• 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 p D 0 1+C2'*3+C2+1113 z 0 1- custom 33.186 -38.222 11 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 121 1+C2+2+C2+1 131 1+C2+3+C2+1 3 1+C3+3+C3+1 3 w U `*MIN. SASH WIDTH(FLANGE WINDOWS)= OVERALL WIDTH-58.556 U J z 2 2 Q Q a�}il �sa� saua5 " MIN.SASH WIDTH(EQUAL-LEG WINDOWS)= OVERALL WIDTH-57.556 2 CLUSTER OF 2 CLUSTER OF 2 13 ANCHORS ANCHORS ANCHORS IN THE �1ANCHOR AT �� s [CENTERED AT THE CENTERED AT THE �Y �-Y�� s� THE SASH MEETING RAIL 3 ANCHORS AT MEETING. IAMB .`� •°' GEN' ✓l /�� THE FIXED LITE �� 4, °. �X 22-1/2"MAX.O.C. --�- Imo- -1 ANCHOR AT ; 9"MAX. 12"MAX.O.C. THE SASH Z No. 58705 --' --- 1 _- NOTES: - ----J - - - 9"MAX. STATE OF �� 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN. FOR EQUAL-LEG X O WINDOWS, SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. MEETINGREPEAT ANCHOR PATTERN AT SILL / RAIL 11// 1 1 1 1 I 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 Mee ng Overall Sash Sash 21-1/8" Overall Anchor OveralnHlt Quantities fo 7XO�eraOX WH t�oW 49" Overall H t. 55" Overall HRaiL Standard O�erall H t. 12"MAX.O.C. - Width Configuration Width g g g g g 9 Range (in) -0 s -0 -Q m Head & Sill E Head & Sill E Head & Sill E Head & Sill E Head & Sill E Head & Sill @ 1/4-1/2-Y4 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/ kpproved as CO MPIAng With t " 44" F11004t2 tiding 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 Dam 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 `��la3i�3� = u�1 Co i Fd �1 1/3-1/3-1/3 13.303 - 16.675 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 P 2-ANCHOR " 53-1/8" 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 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 61" 1/a-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 g"MAX.O.C. _- 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 z 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 Co 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 0 �j/ j a 1/4-1/2-1/ ** -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 oo O) LO 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> a�oQ O U' N z W 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 LU Z z 1/4-1/2-1/4 �" -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 LL coop �_ LU o - o c� 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 U o o uMo W z 00 _ ¢ Q ON 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 � C7 (- DM 0 1/4-y2-1/4 ** -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 - V a z z 109" custom 28.303 -30.185 1+C2+3+C2+1 2 1+C2+3+C2+1 21 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 J 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 -i Q O fy 1 1 1 ** -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 /a-/2-/a 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 N 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 Z) _ 1/4-1/2-Y4 - 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 Q O Q W 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+C3+4+C3+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 1++'C21+34C1_1 3 0� ? 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+C3+3+C3+2 3 U J z = MIN.SASH WIDTH(FLANGE WINDOWS)= OVERALL WIDTH-58.556 as a¢Q sauas MIN.SASH WIDTH EQUAL-LEG WINDOWS OVERALL WIDTH-57.556 CLUSTER OF 2 CLUSTER OF 2 3 ANCHORS ( )- 2 ANCHORS ANCHORS IN THE ,� //�✓i 1 ANCHOR AT CENTERED AT THE CENTERED AT THE THE SASH 3 ANCHORS AT MEETING RAIL JAMB MEETING RAIL THE FIXED LITE \_iCENS'c 22-1/2"MAX.O.C. 1 ANCHOR AT ' 9"MAX. i-'- 12"MAX.O.C. THE SASH _ No. 58705 NOTES: '. - ----� - - - 9"MAX. ®® ATE OF 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 / / - - �� <ORIDP.•' \ � TO DETERMINE THE WINDOW SIZE. /FETING RAIL REPEAT ANCHOR PATTERN AT SILL / /®NAL� : IIII 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 Sash Meeting Rail: Standard Overall Sash Width Configuration Width 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55' Overall Hgt. 63" Overall Hgt. Range (in) Head & Sill Head & Sill E Head & Sill Head & Sill Head & Sill Head & Sill 1/4-1/-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 ascomPly,ingwithth', 44" F1olr a B•lading,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 14 f� �" 2-ANCHOR a 1/4-1/2-1/4 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 CLUSTER DETAIL t at 491, 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 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 j 777 1/4-1/-1/412.038 -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 W z o U) Uj 8 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 na 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 1 a},o 0 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 co LU (n ZZ J O a.� Z O y4_12_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+4+C3+1 3 4"MAX.O.C. W CD _ W 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 L o o J uM' '1/3-1/3-1/3 W - CO =< oN 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 � H �¢ 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+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 o > 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+C3+3+C3+1 3 1+C4+3+C4+1 3 �j/ Z W rn W J 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 J m W Q O 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 ~ F- 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 O Q aaUs *" 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 Q = 1/4-1/2-1/4 - � � 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�C2i+3*C211 I° 3 w _ `* Of MIN.SASH WIDTH(FLANGE WINDOWS)= OVERALL WIDTH-58.556 U Q Q = *MIN.SASH WIDTH(EQUAL-LEG WINDOWS)= OVERALL WIDTH-57.556 GUIDE TO USING a,al asap saiaas 2 ANCHOR QUANTITY CLUSTER OF 2 CLUSTER OF 2 ' /t 3 ANCHORS Y LYE TABLES FOR XOX ANCHORS ANCHORS IN THE �� ® /i 1 ANCHOR AT WINDOWS: THE SASH CENTERED AT THE CENTERED AT THE `� �'Z° .•°� E N '� 3 ANCHORS AT JAMB tGENs MEETING RAIL THE FIXED LITE MEETING RAIL � . ,s 22-1/2"MAX. �1 ��- 1 ANCHORAT = ;' ®• 58705 9"MAX 12"MAX.O.C. THE SASH e ' NOTES: "iv: 441� 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN. FOR EQUAL-LEG - ---- - 9 MAX. �c`` '°.''LO; tOR°. i WINDOWS, SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN THE TABLE X O X i�/0�r '°•••° ° TO DETERMINE THE WINDOW SIZE. / // �VAL 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 NOTE B,FOR d HEAD TYPE f 4 12 SASH VISIBLE d LIGHT WIDTH ° Approved complying with tom, 1/4"MAX. EDGE EMBEDMENT EDGE Fto-Asta id' C SHIM DISTANCE 17 DISTANCE Pak 35 atA di —e _.._...- itat Dade act contmi TYP,ANCHOR TYPE, FIXED VISIBLE EMBEDMENT AND EDGE d ° e LIGHT WIDT VV H d H DISTANCE PER SUBSTRATE, SEE TABLE 19. °d 12"LENGTH,CENTERED 63 EXTERIOR 1 20 ABOVE SASH 16 14 15 / = TYP.ANCHOR TYPE, TYP.ANCHOR TYPE, EMBEDMENT AND EDGE EMBEDMENT AND EDGE OVERALL WIDTH DISTANCE PER DISTANCE PER SUBSTRATE,SEE TABLE 19 00 SUBSTRATE, SEE TABLE 19 &NOTE B FOR HEAD TYPE. W ? (n V; o as (SHOWN WITH I.G.GLAZING) �o co O LU VISIBLE O LIGHT 11 I-- 1/4"MAX.SHIM Q N Z� °}Oa Uj � Q HEIGHT M CD� Z 0 OVERALL 52 4 INSTALLATION O _j m a- _ OPTION 4 N= L ANCHORED THROUGH U _U 0 J uMo a 50 FRAME INTO METAL Z _¢00 Q ON _ C7 HMO 50 TYP.ANCHOR TYPE, O z Z ° EMBEDMENTAND 13 EXTERIOR EDGE DISTANCE J ILL 10 40 50 PER SUBSTRATE, J W O SEE TABLE 19. 0 � 19 Of Q 7 14 15 MIAMI-DADS APPROVED MULLION, FBC N N ILL COMPLIANT ALUMINUM/STEEL FRAMING = O Z ways OR STEEL STUD.MAY BE VERTICAL OR I- 6"LENGTH,CENTERED HORIZONTAL SECTION C-C HORIZONTAL.SEE SUBSTRATE Q 5 F- Q AT MEETING RAIL, PROPERTIES,TABLE 19. LL Q O (SHOWN WITH MONO.GLAZING) O —1ANCHORED WITH(4) F Z 18 SCREWS,(P#60). U J z = ONLY REQUIRED IF NOTES: 36 OVERALL HEIGHT IS Q _ OVER 63". 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 19: awl 3s@0 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. e ��/ LyN� #12 Steel, 0.063" a ��� •••• •. Aluminum, 6063-T5 min. 3/8" 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 18-8 or 410 B USE ONLY FLATHEAD SHIM ° `ICENS 1/4"MAX. EMBEDMENT 19.ALL WOOD BUCKS LESS THAN 1-1/2"THICKARE TO BE SS Screw A36 Steel 3/8" 0.063" ANCHORS IN HEAD AND d 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 EXTERIOR ° ° OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 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" ( ) CreteFlex DISTANCE EMBEDMENT AND EDGE TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN Southern Pine(SG=0.55) 1" 1-3/8" 44/ DISTANCE PER SUBSTRATE, C)"UNGROUTED CMU" % ® SATE AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER Concrete(min. 2.85 ksi) 1" 1-3/8" VALUES MAY BE USED FOR INSTALLATION OPTION 2 SEE TABLE 19. OR ARCHITECT OF RECORD. 1/4" Steel ' •'<ORION ANCHORED THROUGH FRAME Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" GROUTED CMU Ultracon APPLICATIONS. �i �/ DIRECTLY INTO CONCRETE/CMU. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS Southern Pine(SG=0.55) 1" 1-3/8" �i���� 11�Alq 1� 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 EMBEDMENT EMBEDMENT SASH VISIBLE 6 d ° ° LIGHT WIDTH 12 1/4"SA.HIMEMBEDMENT EDGE 17 EDGE l DISTANCE DISTANCE 1 35 Q g� g d OAD TYP.ANCHOR TYPE, FIXED VISIBLE yet EMBEDMENT AND EDGE LIGHT WIDTH DISTANCE PER SUBSTRATE, SEE TABLE 20. 63 EXTERIOR ad 3 12"LENGTH,CENTERED n 20 ABOVE SASH d ° °d, 16 \EDGE � TYP.ANCHOR TYPE, TYP.ANCHO EMBEDMENT AND EDGE BUCK WIDTH EMBEDMENT ADISTANCE PER DISTAN O 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 O > a� (SHOWN WITH I.G.GLAZING) 0 O Uj VISIBLE 11 } LO _ 7O7 0 LIGHT o O Q HEIGHT 1/4"MAX.SHIM M U Z O BUCK 6 J O n.cn O HEIGHT 52 I INSTALLATION Oz CD _ -j OPTION 4 = 1. N �e ANCHORED THROUGH W U ccoo � � umoj(l 0 51 50 FRAME INTO METAL I' W ¢ N NMO O > co 50 TYP.ANCHOR TYPE, O a Z 13 EMBEDMENTAND z o � (D O EXTERIOR EDGE DISTANCE W W LL 10 40 50 n PER SUBSTRATE, J J O �J SEE TABLE 20. O Q O 19 14 15 O 9 MIAMI-DADE APPROVED MULLION, FBC W COMPLIANT ALUMINUM/STEEL FRAMING = O Z aays HORIZONTAL SECTION C-C OR STEEL STUD. MAY BE VERTICAL OR Q Q 6"LENGTH,CENTERED AT HORIZONTAL. SEE SUBSTRATE u- Q O MEETING RAIL, (SHOWN WITH MONO.GLAZING) PROPERTIES,TABLE 20. p Z J 18 ANCHORED WITH(4) :E Q r SCREWS, (P#60).ONLY U F 36 REQUIRED IF BUCK NOTES: Q Z = HEIGHT IS OVER 62". — 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 20: OTI asaQ saiaas TABLE 20. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. Min. Edge Min. A)MIN.OF 3 THREADS Anchor Substrate Distance Embedment 1 /ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE BEYOND THE METAL OF THE WINDOW. Southern Pine(SG=0.55) 9/16" 1-3/8" SUBSTRATE. eee N\l( LY1IN 1!4"MAX. #12 Steel, �` �o • "" ��i 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 18-8 or 410 Aluminum, 6063 T5 min. 3/8" 0.063" B USE ONLY FLATHEAD �� LICENSE' S��SHIM EMBEDMENT 20.ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE A36 Steel 3/8" 0.063" ) SS Screw ANCHORS IN HEAD AND 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 d 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. — EDGE TYP.ANCHOR TYPE, AND 2X BUCKS(EMBEDMENT AND EDGE WHEN USED) CreteFlex SHALL BE DESIGNED TO PROPERLY Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" �_� �\ DISTANCE TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN Southern Pine(SG=0.55) 1" 1-3/8" C)"UNGROUTED CMU" � O TE DISTANCE PER SUBSTRATE, AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER i '. <Cd INSTALLATION OPTION 2 SEE TABLE 20. OR ARCHITECT OF RECORD. 1/4" Steel Concrete(min. 2.85 ksi) 1" 1-3/8" VALUES MAY BE USED FOR �s' .!cCpRIDP.. ANCHORED THROUGH FRAME Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" GROUTED CMU Ultracon APPLICATIONS. fi `" ee DIRECTLY INTO CONCRETE/CMU. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS Southern Pine(SG=0.55) 1" 1-3/8" AL 3) DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. VERTICAL SECTION B-B A. LYNN MILLER,P.E. P.E.#58705 INSTALLATION OPTION 5 EDGE DISTANCE f ANCHORED THROUGH FIN INTO 2X EDGEIIEDGE®- INSTALLATION OPTION 5 ®� EDGE DISTANCE WOOD FRAME OR BUCKSTRIP. DISTANCE Ir DISTANCE ANCHORED THROUGH FIN INTO 2X 1/4"MAX SHIM TYP.ANCHOR TYPE,EMBEDMENT WOOD FRAME OR BUCKSTRIP. AND EDGE DISTANCE PER TYP.ANCHOR TYPE, M 1/4"MAX SHIM EMBEDMENT AND EDGE I O f SUBSTRATE,SEE TABLE 21. DISTANCE PER SUBSTRATE, EMBEDMENT - SEE TABLE 21. 1 I SASH VISIBLE 5 pprov as mpkvi' t ' DISTANCE LIGHT WIDTH 12 V a-g� d C 17 EMBEDMENT W-tB EDGE 35 1 DISTANCE EMBEDMENT (� FIXED VISIBLEnnj LIGHT WIDTH LI/4"MAX. SHIM __ _....... 12"LENGTH,CENTERED 20 63 EXTERIOR 2 ABOVE SASH 16 14 15 TYP.ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER 1/4"MAX.SHIM b Cp Y SUBSTRATE,SEE TABLE 21. BUCK WIDTH — ; N O nay HORIZONTAL SECTION A-A o (SHOWN WITH I.G.GLAZING) INSTALLATION o U 11 OPTION 6 (D N Z N a'°0 VISIBLE ANCHORED THROUGH O M w U) LIGHT 5 INTEGRAL FIN INTO METAL n J o a U W O HEIGHT 52 Z (D °2= BUCK = LL - HEIGHT W U 6 _ _.. J 8 51 0 9 F_ 9MG r > o a Z Z_ - 50V z rn L� rn W -I 50 EXTERIOR _j < LL O 13 W 10 40 rn ® z 14 15 N 19 MIAMI-DADE APPROVED MULLION,FBC = O Z ways COMPLIANT ALUMINUM/STEEL FRAMING TYP.ANCHOR TYPE, = 2 8 OR STEEL STUD. MAY BE VERTICAL OR EMBEDMENT AND EDGE Q HORIZONTAL SECTION C-C HORIZONTAL.SEE SUBSTRATE DISTANCE PER SUBSTRATE, LL J o PROPERTIES,TABLE 21. SEE TABLE 21. Z J I` (SHOWN WITH MONO.GLAZING) � 5 Q r` Lu U J Z Q 36 NOTES: TABLE 21: a 711 asaG sa as 1/4"MAX Anchor Substrate Min. Edge Max. Min. (SHIM 1)USE ONLY SUBSTRATE-APPROPRIATE Distance O.C. Embedment t� r ANCHORS LISTED ON TABLE 21. FOLLOW 2-1/2" x .113" Box Nail Southern Pine(SG=0.55) 5/16" 5" 2-7/16" 0 o. ��� LY�IN � 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" �\ ® ' �ICENSF '• `� 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" 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 0.125"Aluminum, 6063-T5 min. 5/16" 5" 0.091, '• F (ALSO REFERRED TO AS DAYLIGHT #12 Steel, 18-8 or 410 SS € EMBEDMENT I— TYP.ANCHOR TYPE,EMBEDMENT OPENING) IS MEASURED FROM BEADING Screw 0.050"A36 Steel 5/16" 5" 0.050" 141 INSTALLATION OPTION 5 AND EDGE DISTANCE PER TO BEADING. 0.045" (18 Ga)Steel Stud, Gr. 33 min. 5/16" 5" 0.045" ®� SFT TE F i �` CORIDP.•'`G� ANCHORED THROUGH FIN INTO 2X SUBSTRATE,SEE TABLE 21. 3 ANCHOR TO BE INSTALLED WITHIN 1)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. /��Ss® WOOD FRAME OR BUCKSTRIP. 2-1/2"OF FIN CORNER. ®NAL ��IIIIII VERTICAL SECTION B-B A.LYNN MILLER,P.E. P.E.#58705 ® 2.724" -� 1.488' 2.112" .987" -- 2.724" - - � 2.724" I I ,s a'!�SB'•:.`Y f:1�,g�'�S?�Esf:°��'�I'3-_`�g t`�TM-' 3.184" 2.786" 2.786" 2.786" =tr<°r s sa'san$.G ° '- 2.560" 2.060" 6. Q o" 062" .062" .062" .062" .062" .062" O HEAD, FLANGE FRAME O FIN FRAME INTEGRAL HEAO LEG FRAMEL O FRAME FLANGE O FIN FRAME O FRAME EQUAL LEG 0 Imo- z 2.724" - 2.724" 2.724" - 1.246" ! .040" 00 �- 1.513" b Y W ? O U 062" -- 723" > c� > Df w ch > nab p �o m O 3.151" -► .808" -� .875" f�- > a�S O 3.651" 3.908" (D N z N O 4.276" » INSTALLATION 1s WINDLOAD ADAPTER O r w U) .062" HOLE COVER J M o Z Z O J O a� W O Z Li O °D = �- .062" �- .062" -- .062" = W N U U O o f J uMaaa 1.415" 1.446" Z �_ 9_¢ F- HMO l ' > W (n s0 SILL, EQUAL LEG FRAME 1 518" p Z a Z NJ710" 10 SILL ADAPTER W O SILL, FLANGE FRAME � � O � rn 2.211" - .062" - �-� J LL 2.105" -l1 103 SILL, INTEGRAL 040" O O O FIN FRAME 2.211" ►{ 99 SILL TRACK 20 ANTI-LIFT CLIP ® rn cj N 170" _ 062" 2.149" 1.300" 630" .464" 2 Q aa4S 1.803" T .360" F- _ U) Z1.138" Q WQ .062" 797" 798" u- O O U 2 2.273" 1.136" ZCO _3 1.0'321.300 1 062" .045 - � r W" 2 " � 065" U .170 . 070" J X = SASH TOP& Q 13 14 15 W ti SASH PULL RAIL 12 SASH LOCK RAIL BOTTOM RAIL HD MEETING RAIL STD MEETING RAIL 16 SCREEN ADAPTER 21A IG BEAD 21B IG SNAP BEAD ari w l asa(7 oos `�t111lf1)�j f .050" 045" TABLE 22: MATERIAL PROPERTIES USED HOT-MELT ALUMINUM DESICCANT FILL ���\\\`0\0 LYNN SILICONE BUTYL POLYISOBUTYLENEi FOR ANCHORAGE CALCULATIONS: REINFORCEMENT SEAL 5/16"NOM. LICEN ° f STRUCTURAL °' SF lP� i Material Min.FY Min. F, POLYISO- 1/4"NOM. 3/16"NOM. SILICONE _ Steel Screw 92 ksi 120 ksi BUTYLENE WITH 5/16"NOM. _ IVp. STRUCTURAL BUTYL& SEAL - ' : 58705 795" 795" 188 Screw 60 ksi 95 ksi DESICCANT % SILICONE DESICCANT ROLL-FORMED ( _ ul 410 Screw 90 ksi 110 ksi FOAM WITH FOAM STAINLESS STEEL u / Elco UltraCon® 155 ksi 177 ksi DESICCANT % O f EXT.GLASS EXT.GLASS SATE OP �4Cf �-.492"i .612" j 410 SS Elco CreteFlex® 127.4 ksi 189.7 ksi EXT.GLASS EXT.GLASS 6063-T5Aluminum 16ksi 22ksi INT.GLASS INT.GLASS %�� '•°-4ORIDP .• \�\�\ A36 Steel 36 ksi 58 ksi INT. GLASS INT.GLASS / lS �`G z3 7/16"BEAD 24 5/16"BEAD Gr.33 Steel Stud 33 ksi 45 ksi � o TM / / ®® `� \\\ 070 KODISPACE 71 SUPER SPACER 72 DURASEALR 73 XL EDGE TM �!1 f�VAL t0,\ 4SG TPS ONXT SPACER OSPACER A.LYNN MILLER,P.E. P.E.#58705 TABLE 23: Item# Part# 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& 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 'tp °ov y° 7 624035 Sill, Flange Frame Alum. 6063-T6 a ff 8 624036 Sill, Integral Fin Frame Alum. 6063-T6 9 624037 Sill, Equal-leg Frame Alum. 6063-T6 61 Eai 10 624034 Sill Adaptor Alum, 6063-T6 Y 11 624043 Sash Pull Rail Alum. 6063-T6 i 12 624006 Sash Lock Rail Alum_ 6005A-T61 13 624041 Sash Top& Bottom Rail Alum. 6063-T6 14 624027 HD Meeting Rail Alum. 6063-T6 13 15 624005 Std. Meeting Rail Alum. 6005A-T61 1n 11 16 624047 Screen Adapter Alum. 6063-T6 q a- 17 624051 Installation Hole Cover Alum. 6063-T6 1 18 64125M Windload Adapter Alum. 6063-T6 19 624042 Sill Track Alum. 6063-T6 00 �� U r 20 624015 Anti-Lift Clip Alum. 6063-T6 I /' > U) C) a 21A 624009 IG Bead AIum. 6063-T5 21B 624011 IG Snap Bead Alum. 6063-T5 rLO` � ate° O W o c/J 23 U N 624026 7/16" Lami Glaz. Bead Alum. 6063-T6 O z N U) O Uj 24 624013 5/16" Lami Glaz. Bead Alum. 6063-T6 O J o a W Zo 30 6TP247 Glazing Bead, Bulb Vinyl for#624013&#624026 Vinyl Z u_ m -= v 31 6TP248 Glazing Bead, Bulb Vinyl for#624009&#624011 Vinyl = W o F, J 32 712653K Mono setting Block 3/32" X 1/4" X 1" Neoprene W z 00 o¢ Q uMoa° ON 33A 71715K Lami IG Setting Block 1/8"x 3/4" x 1-1/14" Neoprene 63 o W � ~ °M° 33B 624014 IG Snap Setting Block Vinyl 12 00 0 a Z 35 724045 Sweep Latch Cast Zinc Z o 0 36 71298 Weep Hole Cover Vinyl -i U) u_ 37 41722 Hole Plug Vinyl 15 14 O Q O 38 724021 Lock Rail Cover, (LH& RH) Vinyl ® Df W 39 724050 Pull Rail End Cap Vinyl N N 0 40 724048 Roller Housing& Sash Guide Vinyl x $aaus 41 724052 Roller Wheels Brass Q W 2 z 42 724054 Sash Top Rail Gasket, (LH& RH) Polyethylene 4 13 o O o 43 724055 Sash Bot Rail Gasket, (LH& RH) Polyethylene Z 44 724057 Frame Header Gasket, (LH& RH) Polyethylene 36 39 W 45 724058 Frame Sill Gasket, (LH& RH) Polyethylene 41 J O = 46 724063 Meeting Rail Gasket Polyethylene 61 Q 00 i 35 awl —a° saua5 50 Weatherstrip, .187" x .170", Fin Seal @ Sash d 51 Weatherstrip, .187" x .270", Fin Seal @ MR d 52 67070 Bulb Vin I 40 \ Y • 60 71OX38PPAX #10 X3/8" Ph. PH SMS (Windload Adapter) Stainless Steel 61 �� �ICENS l F INTERIOR � � • •,'�C� 61 781PQX #8 X 1" Qd. PH SMS (Frame&Sash Assembly) Stainless Steel _ No 58705 63 - Aluminum Screen with Fiberglass Mesh Vanes _ 70 - Kommerling Kodispace 4SG TPS 7 '0 — See Sheet � •°. �� 71 - Quanex Super Spacer nXT T, TE O � 44; 18 for 72 - Quanex Duraseal Spacer Materials INTERIOR '�� ' ��ORIDA .• ' ���\ 73 - Cardinal XL Edge Spacer 1 <2n 's �'j®/VAL' 74 - Dow 791, 899 or GE 7700 Backbedding Silicone NOTES: 1)ALL CORNERS TO USE GASKET AND/OR SEALANT. 2)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. A.LYNN MILLER,P.E. P.E.#58705