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HomeMy WebLinkAboutRoller- Product ApprovalM IAM I�DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) ll 805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Eov/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, modeUseries, 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 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7710NOA4, 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. FTL484891, 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 2411.3.241, 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. FTL484891.01, dated 07/03/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6tn 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 B"er�z, P.E. Product Contr 1 E aminer NOA N-0627.01 Expiration Date Approval Date E-1 , August 232023 August 23, 2018 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 174114.14 issued to Kuraray America, Inc. "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated expiring on 07/08/19a 2. Notice of Acceptance "SentryGlas® (Clear 07/04/230 F. STATEMENTS for their O1/18/181 No. 17-0808.02 issued to Kuraray America, Inc. for their and White) Glass Interlayers" dated 12/28/17, expiring on 1. Statement letter of conformance to FBC 6t'' 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. E-2 Manuel PeX`ez P.E. Product Control �xa finer NOA No. 1 - 627.01 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 SERIES HR7710A IMPACT RESISTANT HORIZONTAL ROLLER WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FORANCHOR QUANTITIES 12 FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). SEE TABLES 12-14' 23 O.c 9 O.C. r TERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS 13�7 2)SHUT KIC�rAl I A�rlr�KIC ADn\/C: O�r)l 1k] YWC: L4%IW7 TWr. nHTQr)AQr) I ITP ICALP� MUST BE TEMPERED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2 0 THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR)l ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. SILL ANCHORS MUST BE SEALED. OVERALL SEALING & FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. A. Nr.UIA I Wr. Ur.01UIN LUMUO DIAOCU UIN 0 1 rXUU I Ur\/MNL Ot %� I I PER ASTM El 300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM El 300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. I Klmn�nmmcic�r�ruc lkirmlinAMC A 6 RALL 3HT S I K HT A 69 6911 ASH FIXED SIBLE VISIBLE IGHT LIGHT 22-1/2 O.C. 34-3/8 SASH 34-3/8" FIXED 1 VISIBLE LIGHT L J9 EE WEEPHOLE ES THIS SHEET 75"BUCKWIDTH M 76" OVERALL WIDTH B VD M AklrZP Yn PA PX/A ir)KI (r)Y qltxA USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE S EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE, 9) METAL SUBSTRATE TO MEET MIN STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA 10) REFERENCES: TEST REPORTS FTL 18-7891 & 18-7891.01; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. TAR] F 1- Type SG= KURARAY SENTRYGLASO INTERLAYER BY KURARAY AMERICA, INC, PVB = KURARAY TROSIFOLO PVB INTERLAYER BY KURARAY AMERICA, INC. AN = ANNEALED EE WEEPHOLE ES THIS SHEET 75"BUCKWIDTH M 76" OVERALL WIDTH B VD M AklrZP Yn PA PX/A ir)KI (r)Y qltxA USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE S EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE, 9) METAL SUBSTRATE TO MEET MIN STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA 10) REFERENCES: TEST REPORTS FTL 18-7891 & 18-7891.01; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. TAR] F 1- Type SG= KURARAY SENTRYGLASO INTERLAYER BY KURARAY AMERICA, INC, PVB = KURARAY TROSIFOLO PVB INTERLAYER BY KURARAY AMERICA, INC. AN = ANNEALED STD HD STD STD 1 1/8"AN,.09011 PVB, 1/811 AN 2 7 12 15 2 1/8" HS2,090" PVBl 1/811 HS 3 8 12 16 3 3/1611 AN, .0901T PVBl 3/1611 AN 3 8 12 16 4 13/16" LIG: 1/8" AN CAP, AIRSPACE, 1/8" AN, 09011 PVB, 1/811 AN 4 7 12 15 5 13/16" LIG: 1/8" TP CAP, AIRSPACE, 1/8" AN, .09011 PVB, 1/8" AN 3 7 12 15 6 13/16" LIG: 3116" AN CAP, AIRSPACE, 1/8" ANI .09011 PVB� 1/811 AN 3 9 12 16 7 13/16" LIG: 3/16" TP CAP, AIRSPACE, 1/8" ANI '090" PVBl 1/8" AN 3 9 12 16 8 3/16" AN, .090" SG, 3/1661 AN 5 6 10 13 14 17 9 311611 HS,.090't SG, 3/16" HS 5 6 11 13 14 18 10 13/16" LIG: 1/8" AN CAP, AIRSPACE, 3/1611 AN, .09011 SG� 3/1611 AN 5 6 10 13 14 17 11 13/16" LIG: 1/8" TP CAP, AIRSPACE, 3/16" ANY 109011 SG� 3/1611 AN 5 6 10 13 14 17 12 13/16" LIG: 1/8" AN CAP, AIRSPACE, 1/8" HS�.090" SGI 1/8" HS 5 6 11 13 14 18 13 13/16" LIG: 1/8" TP CAP, AIRSPACE, 1/8" HS,.09011 SG, 1/811 HS 5 6 11 13 14 14 113/1611 LIG: 3/1�ifl AN CAP, AIRSPACE, 1/8"HS,.090llSG,1/811 Fis 5 6 11 13 � 14 N8 15 113/16" LIG: 3/16" TP CAP, AIRSPACE, 1/8" HSI '090" SGI 1/8" HS 1 5 6 lt. 13 14 18 18 HS HEAT�STRENGTHENED TP TEMPERED GN PRESSURE RATING IMPACT RATING IES PER GLASS TYPE, SEE TABLES 2�1 1 LARGE & SMALL MISSILE IMPACT RESISTANT 3 1/2 NOTE: �X. IS THE CK) (FLAN WEEPH MAX. DIMENSIONS ALLOWED SHOWN I TABLES 15-18 HT 62 IGHT no. I � SPACING INO I KuU I lulNo: I 3'S DESIGN PRESSURE REQUIREMENT CE 7. P CONFIGURATION AND SIZE, DETERMINE INDOW'S DESIGN PRESSURE FROM TABLES AUST EQUAL OR EXCEED THE DESIGN RE REQUIREMENT FOR THE OPENING OBTAINED IN STEP 1. 12-18. NTION, SHEET 16 FOR EQUAL LEG %TION OR SHEET 17 FOR INTEGRAL FIN NTION. AME PROCESZ FOR ALL FRAME TYPES INTEGRAL FIN OR EQUAL LEG/BOX). a c E NOTES: PHOLE LOCATED AT 4" FROM EACH END. 0 PHOLE LOCATED UNDER EACH MEETING RAIL, �j 0 z 56 FIXED E VISIBLE LIGHT 22-1/2 O.C. 3411 55-3/8" FIXED SASH VISIBLE LIGHT /ISIBLE LIGHT 11 1 9' SEE WEEPHC NOTES GEN I/AF&PA NDS-2015 FOR WOO MINUM DESIGN MANUAL, ADM-2015 EXTRU S100-12 CORN 360-10 PARTS . . . . . . . . . . . . . . . . . . . . . PRESSURES",,,,,. 2-9 QUANTITIES ... 11.411.W.1141W�1.11.10110-14 TION /ANCHOR SPECS ....... 15-17 ON PROFILES ........................ 18 ASSEMBLY ............................ 19 IST.............. 4 ...... 4 ............... 0 ...... 19 z 0 cl) cyn) A 0(li Lu (D 0 C) U) U) w > 0 D 0�00 Of < cr ui 0 0 LLJ U) z L) 0� Z C:) IL u) J c) CD < < 'ON 2 F� U) CL z 0 W LL �j 0 0 w Cy) 06 @ CN (3) U) C\j Of w 0 F� 0 z LL C) 0 < z w Lij z L) w < C9 a 6 a 6 a C 0 EN&�:: No.58705 h?w STATE 44i 9 OF mo �46 ts, ONAL /01111110\\ LYNN MILLER, P.E. P.Em# 58705 a 6 a 6 a C 0 EN&�:: No.58705 h?w STATE 44i 9 OF mo �46 ts, ONAL /01111110\\ LYNN MILLER, P.E. P.Em# 58705 TABLE 2: 1/8"AN GLASS 090" PVB 1 /8" AN GLASS 24 30 1/2" NOM. GLASS BITE EXTERIOR 74 32 GLASS TYPE 1 3/16" AN GLASS 1/8" HS GLASS cc .090" PVB .090" PVB 1/8" HS GLASSis 3/16"AN GLASS 4 30 23 30 TABLE 3: 1/2" NOM, 1/2" NOM. GLASS BITE GLASS BITE EXTERIOR 1 EXTERIOR 74 74 32 GLASS TYPE 2 32 GLASS TYPE 3 13/16" NOM. 13/16" NOM. GLASS STACK I GLASS STACK AIRSPACE 090" PVB AIRSPACE .090" PVB 1/8" TEMPERED 3/16" AN OR 1/8" AN TP GLASS' -*' LASS 1/8" AN GLASS GLASS � GLASS 31 � 74 131 � 74 -80.0 FOR GLASS TYPES 2, 3, 6 & 7 21 OR 1 B 1/2" NOM. 1A OR 1 B 1/2" NOM. GLASS BITE GLASS BITE EXT�OR � EXTERIOR 70-73 70-73 33A OR 33B 33A OR 336 GLASS TYPE 5 GLASS TYPE 6 (ANNEALED) GLASS TYPE 7 (TEMPERED) NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG 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. Overall Width Design Pressure (Ibs/ft2) for XO & OX Windows Glass Type: Meeting Rail: 1 Standard 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 20" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 25" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 37" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 49" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 61" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 67" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 74" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +63.3 -63.3 Overall Width Design Pressure Ibs/ft2 for XO & OX Windows Glass Types: 2, 3, 5, 6, 7 ( ) Meeting Rail: Standard 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 25" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 37" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 67" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -79.2* 74" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -72.2* z Y L L1 ? (n > w co AaS, O O ? �ow O ' a}oQ U CV z W O �W cQ Z O J O a� .. W O Z = W wU� o f J u�naa� Z � 5M 0 > U) oCL z Z o U � � L� W J J ED LL JO O rn cV W ® rn N N O � aa4S = U) W Q T. Q LL O CL O Z_ Z w ' U J W = a< asQaQ sauaS 0GEN8 No.58705 STATE O60 It741 ; ONAL A. LYNN MILLER, P.E. P.E.# 58705 rr_lear�Am Overall Width Design Pressure (Ibs/ft2) for XO & OX Windows Glass Type: Meeting Rail: 4 Standard 2200,1/8" 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 25 +65.0 -80.0 +65.0 -80.0 +65.0 00,80,0 +65.0 -80.0 +65.0 -80.0 37 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80,0 49 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -76.8 67 +65.0 =80.0 +65.0 00-80,0 +65.0 -80.0 +65.0 -80.0 +65.0 -71.3 74 +65.0 -80.0 +65.0 ,,80, 0 +65.0 -80.0 +65.0 0`077,1 +64.9 -64.9 TART F & Overall Design Pressure (I13s/ft2) for XO & OX Windows Glass Types: 8 t Width Meeting Rail: Standard darr d 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 20" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 A 10,0 25" +80.0 -110.0 +80.0 -110.0 +80.0 A10.0 +80.0 -110'0 +80.0 t.110,0 37" +80.0 A 10.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" +80.0 -110.0 +80.0 A 10.0 +80.0 -110.0 +80.0 t.110,0 +80.0 -110,0 61" +80.0 A 10,0 +80.0 -110,0 +80.0 A 10,0 +80.0 -110.0 +80.0-101.9* 67" +80.0 -110,0 +80.0 -110.0 +80.0 -110.0 +80.0 A 10,0 +80.0 -95.7* 74" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 t.90, 0* *-110.0 FOR GLASS TYPES 9, 12, 1:i, 14 & 15 GLASS TYPES 8 - 15 MAY NOT BE USED WITH INTEGRAL FIN • FRAMES N(�TES� 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1"FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. � 13/16" NOM. j GLASS STACK AIRSPACE 090" PVB GLASS---il I_I I /8" AN GLASS 1AOR 1B 1/2"NOM, GLASS BITE EXTERIOR 70-73 33A OR 33B GLASS TYPE 4 090" SG 30 23 EXTERIOR a 3/16" AN OR HS GLASS R 3/16" AN O HS GLASlS 1 NOW GLASS BITE m 32 GLASS TYPE 8 (ANNEALED) GLASS TYPE 9 (HEAT STRENGTHENE 13/16" NOM. � � GLASS STACK AIRSPACE TP GLASS 31 1AOR 1B EXTERIOR 33 OR 33B GLASS TYPE 12 GLASS TYPE 13 -090" SG 1/8" HS GLASS 74 1/2" M. GLASS BITE ANNEALED) EMPERED), AIRSPACE AN OR TP GLASS 31 1AOR 1B EXTERIOR 33A OR 33B 13/16" NOM. GLASS STACK i.090" SG �3/16" AN GLASS E 74 1/2" NOM. GLASS BIT 70-73 GLASS TYPE 10 (ANNEALED) GLASS TYPE 11 (TEMPERED) AIRSPACE 3/16" AN OR _ TP GLASS 31 1AOR 1B EXTERIOR a 33A OR 33B 13/16" NOM. GLASS STACK 090" SG HS GLASS 74 r M. ITE 70-73 GLASS TYPE 14 (ANNEALED) GLASS TYPE 15 (TEMPERED) *-110.0 FOR GLASS TYPES 9, 12, 1:i, 14 & 15 GLASS TYPES 8 - 15 MAY NOT BE USED WITH INTEGRAL FIN • FRAMES N(�TES� 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1"FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. � 13/16" NOM. j GLASS STACK AIRSPACE 090" PVB GLASS---il I_I I /8" AN GLASS 1AOR 1B 1/2"NOM, GLASS BITE EXTERIOR 70-73 33A OR 33B GLASS TYPE 4 090" SG 30 23 EXTERIOR a 3/16" AN OR HS GLASS R 3/16" AN O HS GLASlS 1 NOW GLASS BITE m 32 GLASS TYPE 8 (ANNEALED) GLASS TYPE 9 (HEAT STRENGTHENE 13/16" NOM. � � GLASS STACK AIRSPACE TP GLASS 31 1AOR 1B EXTERIOR 33 OR 33B GLASS TYPE 12 GLASS TYPE 13 -090" SG 1/8" HS GLASS 74 1/2" M. GLASS BITE ANNEALED) EMPERED), AIRSPACE AN OR TP GLASS 31 1AOR 1B EXTERIOR 33A OR 33B 13/16" NOM. GLASS STACK i.090" SG �3/16" AN GLASS E 74 1/2" NOM. GLASS BIT 70-73 GLASS TYPE 10 (ANNEALED) GLASS TYPE 11 (TEMPERED) AIRSPACE 3/16" AN OR _ TP GLASS 31 1AOR 1B EXTERIOR a 33A OR 33B 13/16" NOM. GLASS STACK 090" SG HS GLASS 74 r M. ITE 70-73 GLASS TYPE 14 (ANNEALED) GLASS TYPE 15 (TEMPERED) W ? (n > Lot) W co a� �o o u) D LOU > O a}oQ U' ti CV z O M � LOU U)Z O COD J O du) W O Z 00= "'0") = LLI N I� 49 U J W j J umoaj ON >� U) p o Z r- Z W rn W J r- -I 00 LL J O Q O rn CID W ® rn N N � LY O (n }aays = U) w LL n O 0 Z_ Z U J W = Q Q a�}!1 'asaQ 70175 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 15 MAY NOT BE USED WITH INTEGRAL FIN -110.0 FOR GLASS TYPES 8-13 & 1513/16" FRAMES I GLASS NOM. GLASS SO ACK GLASS SOM. ACK GLASS STACK AIRSPACE 090" SG AIRSPACE 090" SG AIRSPACE .090" SG 3/16" AN OR HS GLASS 1 /8" AN OR 1 /8" AN OR 3/16" AN OR .090" SG 3/16" AN OR TP GLASS 3/16" AN GLASS TP GLASS 1/8" HS GLASS TP GLASS 1/8" HS GLASS 23 30 LO HS GLASS 31 74 31 74 31*GLASS 74 1/2"NOM. 1AOR 1B 1/2"NOM. 1AOR 1B 1/2"NOM. 1AOR 1B1/2"NOM. GLASS BITE GLASS BITE GLASS BITE BITE EXT�ER�IOR EXTERIOR EXTERIOR EXTERIOR 74 a 70-73 70-73 70-73 32 33A OR 33B 33 OR 33B 33A OR 33B GLASS TYPE 8 GLASS TYPE 10 (ANNEALED) GLASS TYPE 12 (ANNEALED) GLASS TYPE 14 (ANNEALED) GLASS TYPE 9 GLASS TYPE 11 (TEMPERED) GLASS TYPE 13 (TEMPERED) GLASS TYPE 15 (TEMPERED) NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP-TOJIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE, 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. Overall Width Design Pressure (Ibs/ft2) for XO & OX Windows Glass Types: Meeting Rail: 8 thru 15 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 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 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* 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* z Y W Z U o w M nab o O O > O ' a}oQ U CV z L O O cc w (q Z J O J O C7 d o ^ Z ED O Z B- Fn LLf r N 79 WU (DJ J J u�aa� 9 ¢ � OW OMO > o a Z _ Z o Of W J J J O Q O F- a W ® rn N C O U) aaUS = U) W Q a � O o Z_ Z w ' U W J = Q a�lll �asaQ sauaS \CEN . 0 No. 58705 /�/ NAL.I\\\\\` A. LYNN MILLER, P.E. P.E.# 58705 ARI 1- 7- Overall Width OVERALL WIDTH - 57.924 MIN. SASH WIDTH (FLANGE WINDOWS) 2 Sash Configuration Sash Width Range (in) Design Pressure (lbs/ft 2 for XOX Windows Glass Types: I Meeting Rail: 1, 4,5 Standard 21-1/8" Overall H� 57 29" Overall Hgt. 37" Overall Hgt, 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgtl Y4�1/2�% 12,038 - 12,052 +60,0 �60, 0 +60,0 -60,0 +60,0 -60,0 +60,0 �6040 +60,0 �60,0 +60,0 1 �60,0 44 14 3 � 1/3 � 1/3 124053 � 154008 +60,0 -60,0 +60,0 �60, 0 +60,0 �60,0 +60,0 �60, 0 +60,0 -60,0 +60,0 �60, 0 Y4 � /2 � Y4 12,038 � 13,302 +60mO �60, 0 +60,0 �60, 0 +60,0 -60,0 +60,0 �60, 0 +6000 �60, 0 +60,0 �60, 0 49 1/3 � 1/3 � 1/3 13,303 � 16,675 +60,0 �60,0 +60,0 �60,0 +60,0 �60,0 +6000 1 -6040 +60,0 �60,0 + 0,0 +60,0 �60, 0 1/4 � Y2 � 1/4 12,038 � 14,333 +60,0 �60,0 +60,0 �6M +60,0 �6000 +60,0 �60, 0 +6040 �60,0 +60,0 �60, 0 53�1/8 %3�1/3�% 14,334 - 18,050 +60,0 �6000 +60,0 -60,0 +6040 �60,0 +60,0 �60, 0 +60,0 �60, 0 +60,0 -60,0 M38 � 16,302 +60,0 �60,0 +60,0 �60, 0 +60,0 �60, 0 +60,0 �60, 0 +6000 -60,0 +60,0 �60, 0 61 V3 1/3 Y3 16,303 - 20,675 +60,0 �6040 +60,0 -60,0 +6040 -60,0 +60,0 �IBM +60,0 �60, 0 +60,0 -60,0 1 'Y4 1/2 Y4 12,038 � 20,052 +60,0 �60, 0 +60,0 �60, 0 +60,0 �6040 +60,0 �60, 0 +60,0 �60, 0 +51,9 �51,9 76 custom 20,053 � 22,185 +60,0 �60, 0 +6040 �60, 0 +60,0 �60, 0 +6040 -60,0 +60,0 �6000 +6040 �60, 0 22,186 � 25,675 +60,0 1 �6000 +60,0 -60,0 +60,0 �60, 0 +60,0 �6040 +60,0 �60,0 +60,0 1 �60,0 ly f/4 � 1/2 � Y4 � 24,082 +6040 �60,0 +60,0 �60, 0 +60,0 �60,0 +58,2 �58,2 +53,9 �53,9 +48,7 48,7 92A/8" custom 24,083 � 26,185 +6000 �60, 0 +60,0 �60, 0 +60,0 �60,0 +60,0 �60, 0 +60,0 �60, 0 +57,8 �57,8 'V3 � Y3 � Y3 26,186 � 31,038 +6000 �60, 0 +60,0 �60, 0 +60,0 �60, 0 +60,0 �6000 +60,0 �60, 0 +60,0 �60, 0 11A 4 � 25,302 +60,0 �60, 0 + 0 �60, 0 +60,0 �60, 0 +58,2 �5802 +53,9 �53,9 +48,7 48,7 97 custom 25,303 - 27,185 +60,0 �60, 0 F60, + +60,0 -60,0 +60,0 -60,0 +6040 �60, 0 +60,0 �60,0 +5505 �55,5 custom 27,186 - 31,038 +60,0 �60, 0 +6040 �60, 0 +60,0 -60,0 +60,0 -60,0 +60,0 �60,0 +58,6 -58,6 � 28,302 +60,0 -60,0 +6040 �60, 0 +60,0 �60, 0 +58,2 �58,2 +53t9 �53,9 +487 48,7 109 custom 28,303 � 29,185 +60,0 -60,0 +60,0 �60, 0 +60,0 �60, 0 +60,0 �60, 0 +59,8 �5908 +51,3 �51,3 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 +52,5 120 Y4�1/2�% � 31,038 +60,0 �60, 0 +60,0 �60, 0 +60,0 �60, 0 1 +58,2 .58.2 +53.9 -53.9 +48,7 MIN. SASH WIDTH (FIN & EQUAL -LEG WINDOWS) OVERALL WIDTH - 56.924 2 EQUAL- 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 00 �1/811ANGLASS 1/2" NOM. 11 GLASS BITE 74 (3327� I Ann wM GLASS TYPE 1 GLASS STACK E ��090" PVB GLASS BITE ERIOR 33B \\-(7::0 73) GLASS TYPE 4 ��090 T' PVB E 1/8" AN GLASS 74 U U-NOO D I I C: ERIOR G SS TYPE 5 z 0 LU M 0 AOa (D 0 U) U) W > 0 �O(7 W Uj 4 < U) LLJ U) 0 O� Z z CL c/) 0 F_ AH < umoig DN < CD 5M C7 U) CL z Lu W .1 M LL 0 < 0 1.- C.0 Of LO cy) W 04 M x 0 U) F� T: U) LU D < O� < LL 0 0 Z (D LU G W 0 * a 1 0 , * , & 0 ' lt�l 0 oGEN mot 4 No,58705 F I TT * gee i]f 1� S TE OF 00'40RIOP�1* 0 a a a W /ONAL'i 0111111\0\ LYNN MILLER, P.E. P.E.# 58705 TABLE 8: Overall Sash Sash Design Pressure (Ibs/ft) for XOX Windows Glass Types: 2, 3 Width Configuration Width Meeting Rail: Standard .0901, PVB�Al 4�1/811 HS GLASS Range (in) 21�11/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt, 49" Overall Hgt, 55" Overall Hgt, 63" Overall Hgt, g_,�1/811 HS GLASS 30 14 12,038 � 12,052 +6500 �80'0 +65,0 �80, 0 +65,0 �8040 +65,0 �8040 +65,0 �80, 0 +65,0 -8000 44 /4 a m 'V3 � 1/3 � 1/3 12,053 - 154008 +65,0 �80' 0 +65,0 �80, 0 +65,0 �80, 0 +65,0 -80,0 +65,0 �80�O +65�O �80, 0 1/2" NOM. GLASS BITE � Y2 � Y4 124038 � 13,302 +65tO �80, 0 +65,0 �80*0 +65,0 �80,0 +65,0 �80, 0 +65,0 �80, 0 +65,0 �80, 0 y 4 EXTERIOR 49 4 4 4 9 I R y3.y3.y < 13.303 � 16,675 +65,0 �80, 0 +65,0 �80, 0 +65,0 �80, 0 +65,0 �8040 +65,0 �80, 0 +65,0 1 �80wO 12,038 � 14�333 +65,0 �80, 0 +65,0 �80, 0 +6500 �80, 0 +65,0 -80,0 +65,0 �80,0 +6500 �80,0 53�1/8"' Y4 � 1/2 � Y4 32 GLASS TYPE 2 Y3 � Y3 � 1/3 144334 � 18,050 +65,0 �80wO +65,0 �8040 +65,0 -80,0 +65,0 �80, 0 +65,0 �80,0 +65,0 �80, 0 12,038 - 16,302 +65,0 �80,0 +6500 �80, 0 +65,0 �8040 +65,0 �80, 0 +65,0 �80, 0 +65,0 �8040 Y4�1/2�% 4 If 61 16,303 � 20,675 +65,0 �8000 +65,0 �80, 0 +65,0 �80,0 +65,0 �80,0 +65,0 �80, 0 +65,0 �80,0 3/16" AN GLASS Y4�1/2�% 12,038 - 20,052 +65,0 �80,0 +6540 �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 +6540 �80,0 +65,0 �80, 0 +65,0 �80, 0 +65,0 �80, 0 +65,0 �80, 0 +65,0 �8000 30 �3/16" AN GLASS LU Y3 � 1/3 � Y3 22,186 - 25,675 +65,0 �80,0 +65,0 �80, 0 +6540 �80, 0 +65,0 -80,0 +6500 -8040 +65mO �80, 0 23 > 1/2" NOM. Q� Y4 � 1/2 � Y4 -24,082 +65,0 -80,0 +65,0 �80, 0 +6540 �80, 0 +65,0 -80,0 +65,0 -80,0 +65,0 �80,0 GLASS BITE LO EXTERIOR 0 92�1/8" custom 24,083 - 260185 +65,0 �80,0 +65,0 �80, 0 +65�O �80, 0 +65,0 �80, 0 +65bO -80,0 +65,0 �80,0 t7 0 CN 0 M;t < �1 co r3�%�% 26,186 � 31,048 +65,0 �80,0 +65,0 �80, 0 +65,0 -80mO +65,0 �80, 0 +65,0 �80, 0 +65,0 -80,0 0 �j M z LL 14 . 1/2 � Y4 � 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 M LLf /4 GLASS TYPE 3 0 C) W 97 custom 25,303 - 270185 +65,0 �80,0 +65,0 �80, 0 +65,0 �80, 0 +65,0 -80,0 +65,0 -8000 +65,0 �80, 0 Z W 0 > Y3 � 1/3 � 1/3 27,186 � 32,675 +65,0 �80'0 +6540 �80, 0 +65,0 -8040 +65qO �80,0 +65,0 �80, 0 +65,0 -80,0 � Y2 � Y4 � 28,302 +65,0 �80,0 +6540 �80, 0 +65,0 -80,0 +65,0 �80, 0 +65,0 �80, 0 +65,0 -80,0 j 4 109 custom 28,303 � 30,185 +65,0 �80,0 +6540 �80, 0 +65,0 �8000 +65,0 �80, 0 +65,0 -80,0 +65wO �80*0 /4 � 3 /3 Y3 30,186 � 36,675 +65,0 �80,0 +65,0 �8040 +65,0 �80, 0 +6500 �80, 0 +6540 �80,0 +65,0 �80, 0 4 � Y2 Y4 � 290463 +65,0 �80' 0 +65,0 -8040 +65,0 �80, 0 +65,0 �8000 +6500 �80, 0 +65,0 �80, 0 j 4 1 1 113�5/8" custom 29,464 - 330185 +65,0 �8000 +65,0 �80, 0 +65,0 �80, 0 +65,0 �8040 +65,0 �80mO +65,0 �80, 0 33,186 � 38,222 +65,0 �80, 0 +65,0 �80, 0 +65,0 �80, 0 +6540 �80,0 +6500 �80, 0 +65,0 �80, 0 1044`112�% � 31,052 +65,0 -80,0 +65,0 -80,0 +6540 �80, 0 +65,0 �80*0 +65,0 �80, 0 +65,0 �80, 0 120 custom 310053 � 33,185 +65,0 �80' 0 +65bO �80, 0 +65,0 -80,0 +65,0 �80, 0 +65,0 -80,0 +65,0 -80eO custom 33,186 � 38,222 +65wO �8040 +65,0 �804 0 +65,0 �80, 0 +65,0 �80, 0 +65,0 �8040 +65,0 �80, 0 =====J� � I I F I MIN. SASH WIDTH (FLANGE WINDOWS) OVERALL WIDTH 58.556 2 MIN. SASH WIDTH (FIN & EQUAL -LEG WINDOWS) OVERALL WIDTH 57.556 2 NOTES: 0 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1 FROM THE TIP�TOJIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. N/V U) C) 3:A08 0 of co CD U) LU > 0 Of LLI z U) 0 0 Z z IL W 0 c) < ON < 2 1�= DMO U) CL z L) elf LL, 0) W J M ILL 0 < 0 F- Ilf (D LU @ 0 U) F� 1: U) Lu D < < LL C) 0 Z Z LU U) �j LU isaijas < r7l, Dsoc] No, 58705 ZOO S TE OF P 4ORIDP% IONAL 101111oW LYNN MILLER, P.E. P.E.# 58705 FABLE 9- Overall Width MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58,556 �-80.0 FOR GLASS TYPE 7 B 2 �75,0 FOR GLASS TYPE 7 Sash Configuration Sash Width Range (in) Design Pressure (Ibs/ft) for XOX Windows Glass Types: Meeting Rail: 6, 7 Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt, I 55" Overall Hgt. 63" Overall Hgt. %�Y2�1/4 12,038 - 12,052 +65,0 �80, 0 +65,0 �80, 0 +65,0 �80, 0 +65,10 �80, 0 +65,0 �80, 0 +65,0 -80,0 44 'V3 � Y3 � Y3 12,053 � 150008 +65,0 �80, 0 +65,0 �80,0 +65,0 �80, 0 +6500 -80,0 +65,0 �8000 +65,0 �80, 0 49 1 �Y2�1/4 X4 12,038 � 134302 +65,0 �80,0 +65,0 �80,0 +65,0 �80, 0 +65,0 �80,0 +65,0 �80, 0 +65mO �80, 0 1/3-%-% 13.303 - 1&675 +65,0 �80�O +65,0 �80,0 +65,0 �80, 0 +65,0 -8000 +65,0 �8040 +65,0 �80,0 53-1/8 12,038 � 14,333 +65,0 �80, 0 +65,0 �80,0 +65,0 �80,0 +6540 -80,0 +65,0 �80, 0 +65,0 �80, 0 1V3 � Y3 � 1/3 14,334 � 18,050 +65,0 �80,0 +65,0 �80mO +65,0 -80,0 +65,0 �80, 0 +6500 �80, 0 +65,0 �80, 0 61 'V4 � Y2 � Y4 12,038 � 16,302 +65,0 _80,0 +65,0 �8&0 +65,0 �80, 0 +65,0 �80,0 +6500 �80,0 +65,0 �80, 0 1/3 - % - Y3 16.303 - 204675 +65,0 -80vO +65,0 �8040 +65,0 �80, 0 +65,0 �80, 0 +6500 �80mO +65,0 �80, 0 12,038 � 20wO52 +6540 -80,0 +65,0 �80,0 +65,0 -80,0 +65,0 �80, 0 +65�O �80, 0 +65,0 J2, 9B 76 custom 20,053 � 224185 +65,0 �8040 +65,0 �80, 0 +65,0 �8&0 +65,0 -80,0 +6540 �8000 +65,0 �80, 0 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 %4 � Y2 � Y4 � 24,082 +65,0 �80,0 +65,0 �80, 0 +65,0 �80,0 +65AO �8000 +65,0 J4, 1 A +6540 -67,5 B 92�1/8" custom 24,083 � 26,185 +65,0 �80,0 +65,0 �80, 0 +65,0 �80, 0 +65,0 -80�O +65,0 �80, 0 +65*0 -80,0 'Y3 � Y3 � 1/3 26,186 � 31,048 +65,0 �8040 +65,0 �80, 0 +65,0 �80,0 +65,0 -80,0 +65,0 �80*0 +65,0 �80, 0 !14�%�% � 25,302 +65,0 �80,0 +65,0 �80, 0 +65,0 �80,0 +65,0 �8000 +65,0 J4, 1 A +65,0 �67,5 B 97 To custom 25,303 � 27,185 +65,0 �80,0 +65,0 �80dO +65,0 �80,0 +65,0 -80,0 +65,0 �80, 0 +6540 -77,9 r1/3 � Y3 � Y3 27,186 � 32m675 +65,0 �8000 +65,0 �80, 0 +65,0 �80, 0 +65,0 �80, 0 +65,0 �80, 0 +65,0 -80,0 1Y4 � Y2 � Y4 � 284302 +65,0 �8040 +65,0 �8040 +65,0 �80,0 +65,0 �80, 0 +65,0 J4, 1 A +65,0 -67,5 B 109 custom 28303 - 30,185 +65,0 �80,0 +65,0 �80, 0 +6540 -80,0 +65,0 �80,0 +65,0 �80, 0 +65,0 J2, 0 'V3 � Y3 � 1/3 30,186 � 36,675 +65,0 �80, 0 +65,0 �80,0 +65,0 �80,0 +65,0 �80,0 +65,0 �8040 +65,0 -75,8 1/4 � Y2 � Y4 .29,463 +65,0 �80, 0 +65,0 �80,0 +6540 -80,0 +65,0 �80, 0 +65,0 J44 1 A +65,0 -67,5 B 11 3�5/8" custom 29,464 - 33,185 +65,0 _80,0 +6540 -80,0 +65,0 �80, 0 +65,0 �8000 +65,0 -80,0 +65,0 J0,6 1V3 � 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 J6,9 %4�%�% � 31,052 +65,0 -80,0 +65,0 -80,0 +65,0 �8000 +65,0 �8000 +65,0 J4, 1A +65,0 �67N5 B 120 If custom 31,053 � 334185 +65,0 �80,0 +65,0 �80xO +65,0 �80, 0 +65,0 �80,0 +65,0 J5,7 +65,0 -68A custom 33,186 � 38,222 +65,0 �80,0 +65,0 �80,0 +65,0 �80, 0 +65,0 �80, 0 +65,0 �8000 +65,0 -71,3 MIN. SASH WIDTH (FIN & EQUAL -LEG WINDOWS) OVERALL WIDTH - 57.556 2 EQUAL-L 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. GLASS STACK PACE 090" PVB (DR SS'* .��1/8" AN GLASS 113 1/2"NOM. GLASS BITE ERIOR 33B GLASS TYPE 6 (ANNEALED,) GLASS TYPE 7 (TEMPERED I v z U) LLJ (y) 0 C) U) LU > Of 0 < z LLI U) 0 �7_ U) z (D EL cl) Z W 0 c) CD 49 j 'ON �j < 17� DMO U) CL z L) 0f U) W 0%) W J M LL 0 < 0 co 121� cy) W @ C�4 00) 0 U) qS W < < LL 0 C) Z Z LLJ 0 �j W < No, 58705 7: 1 7 7 .' 44/ S ATE OF %'40RIDP1% I'ONA L Ia I / I I I I I I \ LYNN MILLER, P.E. RE.# 58705 ABLE 10- Overall Width OVERALL WIDTH - 58.556 MIN. SASH WIDTH (FLANGE WINDOWS) 2 Sash Configuration Sash Width Range (in) Design Pressure (IbS/ft) for XOX Windows Glass Types: Meeting Rail: 8, 10, 11 Standard 21 �1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" OvaralF�HgtT,55" Overall Hgt. 63" Overall Hgtl 44 'Y4 � Y2 � Y4 12,038 � 124052 +80,0 �110,0 +80,0 �11000 +80,0 �110,0 +80,0 �110,0 +80,0 �110,0 +80,0 -110,0 1!/3 � 1/3 � Y3 12,053 - 15,008 +80,0 �11000 +80,0 -110,0 +80,0 �110,0 +80,0 �110,0 +80,0 �110,0 +8040 �110,0 E 49 1 !/4 12,038 � 13,302 +80,0 �1 10,0 +80,0 �110,0 +80,0 �110,0 +8000 �110,0 +80,0 �11040 +80,0 �110,0 1/3-%-% 13.303 - 16.675 +80,0 A10,0 +80,0 -110,0 +80,0 �110�O +80,0 A10,0 +8000 -110,0 +80,0 �1 10,0 53A /8" X4 � Y2 � Y4 12,038 � 14,333 +80,0 �11000 +80,0 A 10,0 +80,0 �110,0 +80,0 A10,0 +80,0 A10,0 +80�O �1 10,0 'Y3 � Y3 � Y3 144334 � 18,050 +80,0 A 10,0 +8040 �110,0 +80,0 �110,0 +80,0 A10,0 1 +80,0 �110'0 +80,0 A10,0 11A /4 120038 - 16,302 +80,0 �1 10,0 +80,0 -110,0 +80,0 �110,0 +80,0 �1110,0 +80,0 -110,0 +80,0 �110,0 61 1/3-1/3-1/3 16.303 - 204675 +80,0 �1 10,0 +80,0 -110,0 +80,0 �110,0 +80,0 �110,0 +80,0 -110,0 +80,0 �1 10,0 lV4 � Y2 � Y4 120038 -20,052 +80,0 -110,0 +8000 -110,0 +80,0 �1 10,0 +80,0 �1 10,0 +80,0 -110,0 +80,0 �99w2 76 custom 20,053 � 22,185 +80,0 �1 10,0 +80,0 �1 10,0 +80,0 �1 10,0 +80,0 A 10,0 +8040 �11000 +80,0 �1 10,0 1! /3 � 1/3 � 1/3 22,186 � 25,675 +80,0 -110,0 +8000 -110,0 +80,0 A10,0 +80,0 A10,0 +80,0 �110,0 +80,0 �110,0 � 24,082 +80,0 A 10,0 +80,0 �11040 +80,0 A10,0 +80,0 -110,0 +80,0 �101,0 +80,0 �90,5 92�1/8" custom 24,083 � 26,185 +80,0 AMID +80,0 AMO +80,0 A 10,0 +8M -110,0 +80,0 A 10,0 +80,0 �1 05,2 'Y3 � Y3 � Y3 26,186 � 31,048 +80,0 A 10,0 +80,0 A1000 +80,0 A10,0 +8000 -110,0 +80,0 A10,0 +80*0 -102,3 1/4 � Y2 � 1/4 � 25,302 +80wO A 10,0 +80,0 A10,0 +80mO -110,0 +80,0 �11040 +80,0 �101,0 +80,0 �90,5 97 custom 25,303 -27,185 +8040 A 10,0 +80,0 A 10,0 +80,0 �1 10, 0 +8040 �1 10, 0 +80,0 �1 10,0 +80,0 �10247 'V3 � Y3 � 1/3 27,186 � 32,675 +80,0 A1040 +80,0 A 10,0 +80,0 A 10,0 +80,0 �1 10,0 +80,0 �1 10,0 +80,0 �9849 Y4 � Y2 � Y4 � 28,302 +80,0 A 10,0 +80,0 A10,0 +80,0 A10,0 +80,0 -110,0 +80,0 �101,0 +80,0 �90,5 109 custom 28,303 � 30,185 +80wO -110,0 +8040 -110,0 +80,0 �1 10,0 +80,0 A1000 +80,0 �1 10,0 +80,0 �97,3 'V3 � 1/3 � 1/3 304186 � 36,675 +80,0 AlOvO +80,0 A 10,0 +80,0 �1 10,0 +80,0 -110,0 +80,0 �1 10,0 +80,0 �92,9 'Y4 � Y2 � Y4 � 29,463 +80,0 -110,0 +80*0 �1 10,0 +80,0 �1 10,0 +80,0 �1 10,0 +8040 �101,0 +80,0 �90,5 �90 05 11 M/8" custom 29,464 � 33,185 +80,0 A 10,0 +80,0 �1 10,0 +80,0 �1 10,0 +80,0 AlOdO +80,0 �10&5 +80,0 �94,1 'Y3 � Y3 � 1/3 33,186 - 38,2 22 +80,0 110, 0 +80,0 A 10,0 +80,0 A10,0 +80,0 -110,0 +80,0 �110,0 +80*0 �92m3 %4 � Y2 � Y4 � 31,052 +80,0 �1 10,0 +80,0 �1 10,0 +80,0 A10,0 +80,0 AMID +80,0 �101,0 +80,0 7-90,5 120 custom 31 w053 � 33,185 +8040 �110,0 +8040 �110,0 +8000 -110,0 +80,0 �110,0 +80,0 A 02,9 +80,0 �91,5 custom 33,186 � 38,222 +K0 A 10,0 +80,0 �1 10,0 +80,0 -110,0 +80,0 �1 10,0 +80,0 �110,0 +80,0 �90,6 MIN. SASH WIDTH (EQUAL -LEG WINDOWS) OVERALL WIDTH - 57.556 2 WINDO 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. LMOsZo 300 3116" AN G LASS 1/2" NOM. GLASS BITE R �'7j R )32n, A(Z(z GLASS TYPE 8 GLASS STACK .090" SG 'ACE �R s *L��3/16" AN GLASS ERIOR GLASS BITE 70-73 33B GLASS TYPE 10 (ANNEALED 3LASS TYPE 11 (TEMPERED INTEGRAL FIN ES LYN z U) 0 U) W CIP) 0 AO U) C:) LU > lof 0 < 7 TO �(7 Z LU c/) 0 W U) Z (r U) Z Lu C:) co � �_ M �j co 0 ON 0 5MG U) EL Z 0 U) W W J �j M ILL �j 0 < 0 cc 00 CF) LU @ C\j a) cif 0 U) �GOLIS U) W :D < < LL CL 0 Z Z Uj �j W < No,58705 7 ATE c /0[\IAL ///, I I I � �\\\\\\ LYNN MILLER, P.E. P.E.# 58705 FARI F 11- O\erall Width OVERALL WIDTH - 58.556 *-110.0 FOR GLASS TYPES 9, 12,13 & 15 MIN, SASH WIDTH (FLANGE WINDOWS) 2 Sash Configuration Sash Width Range (in) Design 2 Pressure (IbS/ft for XOX Windows Glass Types: Meeting Rail: 9, 12, 13, 14, 15 Standard 21m,1/8" Overall Hgt. 29" O\erall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 44 y4...y2....y4 12,038 12,052 +80,0 -110,0 +80,0 �110,0 +80,0 a,110,0 +80,0 ,,110,0 +80,0 --,110,0 +80,0 a,,110,0 1/3 1/3 1/3 12,053 150008 +80,0 gg110,0 +80,0 ...110gO +80,0 agat'11040 +80,0 a,,110,0 +80,0 ,,110,0 +80,0 a,110,0 49 /2 Y4 12,038 13,302 +80,0 a110*0 +80,0 ,,110wO +80,0 ,,110,0 +80,0 -,,110,0 +80,0 ,,110,0 +8040 --,110,0 1/3-1/3-1/3 13.303 16,675 +80,0 gga110,0 +80,0 ,,110,0 +8000 ,110,0 +80,0 -110,0 +80,0 a,110,0 +80,0 -110,0 53--,1/8" Y4....Y2.....Y4 12,038 14,333 +80,0 -,gal 10,0 +80,0 -gg110,0 +80,0 -110,0 +80,0 a,110,0 +80,0 A10,0 +80,0 ,,110,0 1/3 .... 1/3 .... 1/3 144334 18,050 +80,0 -110,0 +80gO -110,0 +80,0 -110,0 +80,0 ,110,0 +80,0 A10,0 +80,0 a,,110,0 6 Y4....1/2....Y4 12,038 16,302 +80,0 gal 10,0 +80,0 -g-110,0 +80,0 a,110,0 +80,0 ,,110,0 +80,0 a110,0 +80,0 ,110,0 y3-y3-1/3 16.303 204675 +80,0 --gal 10,0 +80*0 m110,0 +80,0 a,110,0 +80,0 ,,110,0 +80,0 ga,110g0 +80,0 ,,110,0 `%4gggggY2ggggY4 12,038 20,052 +80,0 -110,0 +80aO g--110,0 +80,0 a110,0 +80,0 ,,110,0 +80,0 aa110,0 +80,0 ,,110,0 76 custom 20,053 22,185 +80,0 gagall 10,0 +80,0 a,l 10,0 +80,0 ,,11040 +80,0 A 10,0 +8000 a,al 10,0 +80,0 A 10,0 1/3 .... 1/3 1/3 22,186 25,675 +80,0 ,,11040 +80,0 =110,0 +80,0 ,,110,0 +80,0 -11040 +80,0 ,,110,0 +8040 -110,0 y4gggggy2gggggy4 24,082 +80,0 ,,11040 +80,0 A10,0 +80,0 -,,110,0 +80,0 -110m0 +80,0 A10,0 +80,0 A06,7* 92g-,1/8" custom 24,083 26,185 +80,0 agal 10,0 +80,0 ,,110,0 +80,0 -,-110,0 +80,0 A10,0 +80,0 A10,131 +8000 --,110,0 y3...y3...y3 26,186 31,048 +80,0 agaga'11040 +80,0 A10,0 +80,0 .,,110,0 +8040 -110,0 +80,0 a,110,0 +80,0 -110,0 Y4gggg`%2ggggY4 .25,302 +80mO -110,0 +8040 -110,0 +80,0 -,110,0 +80,0 ,,110,0 +80,0 -110,0 +80,0 ,,al 06,7* 97 gmm,w custom 25,303 a, 27,185 +80,0 ag-al 10,0 +80,0 A 10,0 +80,0 ,,110,0 +80,0 -,,gal 10,0 +80,0 aalgglOwO +80,0 -,-110,0 27,186 g-a 32,675 +80,0 -agal 10,0 +80,0 ga110,0 +80,0 ,,11040 +80,0 ,,110,0 +80,0 -,,110,0 +80,0 w,110,0 Y4 agg= 1/2 gagat Y4 28,302 +80,0 A 10,0 +80,0 gagaI10,0 +80,0 -110,0 +80*0 -110,0 +80,0 ,,110,0 +8040 -106g7* 109 if gggg custom 28.303 - 30,185 +8000 -110,0 +80,0 --a110,0 +80,0 a110,0 +80,0 ,,110,0 +80,0 -110,0 +80,0 ,,110,0 Y3.....Y3....Y3 30.186 - 36,675 +80,0 -110,0 +80,0 -110,0 +80,0 a,110,0 +80,0 a,110,0 +80,0 -110,0 +80,0 ,,110,0 Y4....1/2....Y4 29,463 +80,0 gga110,0 +80,0 a,110,0 +80,0 -,,110,0 +8040 -,,110,0 +80,0 ,,110,0 +80,0 -1067* 113,,g5/8" custom 29,464 33,185 +80,0 ..110,0 +80,0 ag.110,0 +80,0 -110,0 +80,0 ,,110,0 +80,0 gat110,0 +80,0 ag110,0 1/ /3 .... 1/3 1/3 33,186 38,222 +8040 -110,0 +80,0 -110,0 +80,0 110,0 +80,0 ,,al 10,0 +80,0 a-.1 10,0 +80,0 ,,110,0 1y/4gggggg%2ggggggX4 at, 31,052 +80,0 gal 10,0 +80,0 gagg'110,0 +80,0 ,,110,0 +80,0 -110,0 +80,0 Aalomo +80,0 ,,gal 06,7* 120 stom custom 31,053 33,185 +8010 agal 10,0 +8040 tgg110,0 +80,0 -110,0 +80,0 1 a,110,0 +80,0 a A ,,110,0 jmft� j`kL +80gO A 07,8 Ecuustom 33,186 1 38,22: +80,0 .110.0 +80.0 .110.0 +80,0 --,110,0 +80 10 P11010 +80,0 ,,110,0 +80,0 A1000 * MIN. SASH WIDTH (EQUAL,,LEG WINDOWS) = OVERALL 2 IDTH - 57.556 INDO 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. MES %%�LMOO LASS om. BITE GLASS STACK ��.090'1 SG R 3S ERIOR SS TYPE 12 NNE S GLASS 74 0M. BITE -73 ED) PACE 09011 SG OR ss'-1010 :1 /8" HS GLASS 1 )� I i � H � 74 1 0/ 4 f0glll k1i't1a ERIOR fgggg af 3 a3B ASS TYPE 14 (ANNEALED SS TYPE 15 (TEMPERED I V W C) W 00 0 A08 0 U) U) 5 11 LLI 0 < z LLJ U) O� 0 �: LLJ U) Z CD CL X (n Z ED 00 F-- *ggg) C) C\j 0 E @ 'ON DMO U) a. Z 0 U) W W J mowi ca LL womi 0 < 0 Fagg a) LU CY) C\j 0 U) D Val W < < LL Dag, 0 0 Z Z (D ag W W I 1*1 Nlc� a. No.58705 At WATEI tag 0 a a 4 4a ORIDN64 C Z;�� 0*64 a 01VAOL4 \\\,g\\ LYNN MILLER, P.E. P.E.# 58705 TABLE 12: Anchor Quantities for XO & OX Windows Glass Types: 1 thru 7 Meeting Rail: Standard Overall Width 22-1/8" Overall Hgt, 37" Overall Hgt. 49" Overall Hgt, 55" Overall Hgt. 63" Overall Hgt. Head & Sill E Head & Sill Head & Sill E Head & Sill E Head & Sill E 20 1+C2+1 2 1+C2+1 2 1+C2+1 31 1+C2+1 3 1+C2+1 3 25 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 31 1+C2+1 3 37 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 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 67 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 * 3 74 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 * 3 "1+C2+1 FUR GLASS I YF'tS 114 tk 5 TABLE 13: Glass Types: 8 thru 15 Anchor Quantities for XO & OX Windows Meeting Rail: Standard Overall Width 22A/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 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 25 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 61 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C3+1 3 1+C3+1 3 67 1+C2+1 2 2+C2+2 2 2+C2+2 3 2+C3+2 3 2+C3+2 3 74 2+C2+2 2 2+C2+2 2 2+C2+2 3 2+C3+2 3 2+C3+2 4 TARI F 14� GUIDE TO USING ANCHOR QUANTITY TABLES FOR XO/OX WINDOWS: 2+C3+2� p41 CLUSTER OF 3 2ANCHORS ANCHORS AT THE CENTERED AT THE SASH MEETING RAIL 12" MAX. O.C. Glass Types: 8 thru 15 Anchor Quantities for XO & OX Windows Meeting Rail: Heavy -Duty Overall Width 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt, 55" Overall Hgt, 63" Overall Hgt. 76" Overall Hgt. Head & Sill Head & Sill Head & Sill E Head & Sill Head & Sill Head & Sill E 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 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 49 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 4 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 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 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 2 ANCHORS AT 4 ANCHORS THE FIXED LITE IN THE JAMB �- 9" MAX. —►{ 1 ---- �- - ---- / X O L MAX. O.C. MEETING RAIL REPEAT ANCHOR PATTERN AT SILL 2-ANCHOR CLUSTER DETAIL 4-ANCHOR CLUSTER DETAIL NnTFS 9" MAX. 3-ANCHOR CLUSTER DETAIL 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG 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. � � Y W Z (n w tM (D O naa F o O U) i O a}oa U` CV z U O M Z QJ O av> LU O Z LL cOp °D = r N J �� WU o J umoa(] 9¢ � oW`r 5a > CO o o o z z U W O W J J m LL O O F- 0 ® rn N N = O Q aays Q Q O z p _ , LU U = Q Q al}ilasaa saua5 �ICEfVs z ff �� _ No. 53705 _ ATE 4` P4OF210P•. AL /JIIIII\0 A. LYNN MILLER, P.E. P.E.# 58705 TAR] P lc; - Overall Width OVERALL WIDTH - 57,924 MIN. SASH WIDTH (FLANGE WINDOWS) 2 Sash Configuration Sash Width Range (in) Anchor Quantities for XOX Windows Glass Types: 1, 41 5 Meeting Rail: Standard 21�1/8" Overall gt,l 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hg. 11 1= 63 Overall Hgt. Head & Sill cE Head & Sill E Head & Sill E M Head & Sill =0 M rE mm') Head & Sill E co Head & Sill mom) if 1/4 1/2 1/4 12.038 � 12,052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 I+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 44 I � 1/3 1/3 1/3 12,053 � 15,008 1+C2+1+C2+1 2 I+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 � 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 1/3 1/3 � Y3 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 Y4 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" Y3 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 � Y4 12,038 m 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 61 1/3 1/3 1/3 16,303 � 20,675 I+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 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 1/4 � Y2 � 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 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 1/3 � 1/3 � 1/3 26.186 - 31,038 1+C2+1+C2+1 21 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 m 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 97 11 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 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 1/4 � 1/2 � Y4 � 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 I+C2+3+C2+1 3 1+C2+3+C2+1 3 109 custom 28,303 m 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 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 3 120 1/4 � 1/2 � 1/4 � 31.038 1+C2+3+C2+1 2 I+C2+3+C2+1 121 1+C2+3+C2+1 121 1+C2+3+C2+1 131 1+C2+3+C2+1 3 1+C2+3+C2+1 3 . U.U. OVERALL WIDTH - 56.924 MIN. SASH WIDTH (EQUAL�LEG WINDOWS) 2 GUIDE TO USING ANCHOR QUANTITY 1 +IC2'+3+C241113 TABLES FOR XOX WINDOWS: CLU 3TER OF 2 CLUSTER OF 2 3ANCHORS ANCHORS ANCHORS IN THE 1ANCH RAT CENTEREDATTHE CENTERED AT THE JAMB THE ASH 3ANCHORSAT'' MEETING RAIL MEETING RAIL THE FIXED LITE 22-1/2" MAX. O.C. 1 ANCHOR ATY T 9 It MAX. 12" MAX. O.C. THE SASH, A n n n rn �7j L7�---- 911 MAX. 0 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG MEETING RAIL REPEAT ANCHOR PAT -FERN AT SILL 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. vA\t LY al z U) 0 V) Uj 0 +AG& (D C) Cf) u) LU 0 < Uj U) 0 F- UJ CO z CD IL O� u) Z W M I_ 0 (D E .J < < ON lommm DMO of U) CL z LL1 W �j �j 00 LL �j < 0 0 ICY) Cr. ICY) N Cr. F� 3: 0 z < F� D 1: < < LL 0 0 LU :D 0 z *10 \��CEN8 No'58705 S7 TE %A*ZORIDFI� ONAL /// /I I I 110\\ LYNN MILLER, P.E. P.E.# 58705 TABLE 16- Overall Width OVERALL WIDTH - 58.556 MIN. SASH WIDTH (FLANGE WINDOWS) 2 Sash Configuration Sash Width Range (in) Anchor Quantities for XOX Windows Glass Types: 2, 31 61 7 Meeting Rail-, Standard 21�1/8" Overall Hgt. 29" Overall Hgt, 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. lead & Sill L =0 E M MM j Head & S Jll cE u I Head & Sill E 01 CU M�) Head & Sill �Q E M �1 Head & Sill .0 E M Head & Sill �Q E CU 11 �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 M 1+C2+1+C2+1 3 I+C2+1+C2+1 3 4 4 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 V1 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 4 9 1/3 1/3 � 1/3 13,303 - 16,675 1+C2+1+C2+1 21 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 Y4�1/2�% 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" 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 31 1+C2+1+C2+1 3 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 61 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 Y4�1/2�% 12,038 - 20,052 1+C2+2+C2+1 2 I+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 1/3 � 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 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+C3+3+C3+1 3 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 I+C2+2+C2+1 3 1+C3+2+C3+1 3 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 Y4 � Y2 � Y4 � 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 97 IF 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 1/3 � Y3 � 1/3 27,186 m 32.675 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 I+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 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+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 109 custom 28,303 � 30.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 I+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 Y3 � 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 31 1+C2+2+C2+1 31 1+C3+2+C3+1 3 Y4�1/2�% 29,463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 3 1+C2+3+C2+1 31 1+C3+3+C3+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 +C C 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 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 L1+C2+3+C2+1 I+C2+E2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/4 �1/2 � 1/4 M 31,052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+ 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 120 custom 31,053 � 33.1 5 + 2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 I+C2+3+C2+1 3 1+C3+3+C3+1 3 custom 33,186 m 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 MIN, SASH WIDTH (EQUAL�LEG WINDOWS) OVERALL WIDTH - 57,556 2 MAX. 0. C. MAX. x INDO 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. �Ij . %.f . I ING RAIL 3AN THE F 0 MEETING CLUSTER DETAIL )RS AT JAMB M ED LITE MEETING RAIL I I 1 ANCHOR AT 12" MAX. O.C. THE SASH ( OC Fz _T_ r, 11 9 mm. x REPEAT AN LYNA/ U) 0 0 LU 3: 0 U) V) D LL1 0 < LU U) Otf 0 LLI U) z a. 12� cf) Z W C:) c) ,4 (D @ x < 2 F� U) IL z 0 LLJ 0') �j M LL �j < 0 0 F. CY) Nj D� 0 z < < CY < LL 0 0� C) Z 0 0 z \,\CEN4� No, 58705 V755 8g of z� STATE OF P 40RIDP� 'ONAL 11/11111\W YNN MILLER, P.E. P.E.# 58705 TABLE 18 Overall Width OVERALL WIDTH - 58.556 MIN. SASH WIDTH (FLANGE WINDOWS) 2 Sash Configuration Sash Width Range (in) Anchor Quantities for XOX Windows Glass Types: 9, 12,13,14,15 Meeting Rail-, Standard 21-1/8" Overall Hgt, 29" Overall Hgt, 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt, 63" Overall Hgt. He ad & Sill E Head & Sill E co Head & Sill I E Head & Sill E cu n Head & Sill E 01 (D soos) Head & Sill n F= M 44 1/4 sool/2 "so Y4 12,038 so 12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 000sossoo 1+C2+1+C2+1 2 1+C2+1+C2+1 ssss� 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3 soo 1/3 soo 1/3 12.053 - 15,008 ssss� 1+C2+1+C2+1 � 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 MENEEMENE 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 NEENEEMENE 1/4 soo 1/2 soo 1/4 12.038 - 13,302 1+C2+1+C2+1 2 I+C2+1+C2+1 momodwoud 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 soossooso 1+C2+1+C2+1 3 soossoosoo 1+C2+1+C2+1 3 s000sooso 49 1/3 vow 1/3 MEN 1/3 13.303 so 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 Y4ss"1/2sssY4 12,038 so 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,,11/8 1/3 soo 1/3 ow 1/3 14,334 18.050 I+C2+1+C2+1 2 T 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 sool/2 *so 1/4 12,038 16,302 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 soossoosoo 1+C2+2+C2+1 3 1+C2+2+C2+1 3 o,sooss000 1+C3+2+C3+1 3 61 1/3 soo 1/3 soo 1/3 16.303 20,675 I+C2+1+C2+1 2 I+C2+1+C2+1 soossoosso 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 Y4sss1/2sssY4 12,038 so 20,052 1+C2+2+C2+1 2 2 1+C2+3+C2+1 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 soossoosoo 76 custom 20.053 so 22.185 I+C2+1+C2+1 2 2 I+C2+2+C2+1 I+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 31 1+C3+2+C3+1 3 1/. — 1/. som 1/3 22.186 so 25,675 1+C2+1+C2+1 2 21 2 2++1 J+C + J+C 1+C2+1+C2+1 2 I+C2+1+C2+1 2 2 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 Y4 soo 1/2 soo 1/4 .24,082 1+C2+3+C2+1 2 I+C2+3+C2+1 2 1+C2+3+C2+1 2 2 1+C2+4+C2+1 3 1+C3+4+C3+1 - 3 soossooso 1+C3+4+C3+1 3 92-1/8 custom 24.083 so 26,185 1+C2+2+C2+1 osso,os,,, 2 1+C2+2+C2+1 ss� 2 1+C2+2+C2+1 2 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/3 1/3 soo Y3 26.186 so 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 NEENEEMENE %sooY20001/4 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 97 custom 25.303 - 27,185 1+C2+2+C2+1 wws,,,000 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 1/3 soo 1/3 moo 1/3 27,186 so 32,675 1+C2+2+C2+1 2 I+C2+2+C2+1 2 1+C2+2+C2+1 2 I+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/4 soo 1/2 soo Y4 -28,302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 soossoo 2 soossooso 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 109 custom 28,303 so 30,185 1+C2+3+C2+1 ss� 2 1+C2+3+C2+1 ss� 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 1/3 soo 1/3 soo 1/3 30,186 so 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 0000001 3 2+C3+3+C3+2 3 MENOMONEE 2+C4+3+C4+2 4 y4ossy2sooY4 -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,w5/8" custom 29.464 so 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 1/3 soo 1/3 s= 1/3 33,186 - 38,222 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+3+C2+2 MENEEME 2 MENOMONEE 2+C3+3+C3+2 3 MENOMONEE 2+C3+3+C3+2 00000 3 01001WEENIN 2+C4+3+C4+2 MENNEN 4 0000000110 1/4 soo 1/2 ss� 1/4 31.052 MENEEME 1+C2+3+C2+1 MENEEMN010 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 soossooso 1+C3+4+C3+1 soisoss 3 1+C4+4+C4+1 3 120 custom 31.053 33,185 1+C2+3+C2+1 ,,,,o,0000 2 1+C2+3+C2+1 2 1+C2+3+C2+1 121 1+C3+4+C3+1 3 1+C3+4+C3+1 3 1+C4+4+C4+ 1 3 custo�m 33.186 38,222 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 121 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 41 MIN. SASH WIDTH (EQUAL -LEG WINDOWS) OVERALL WIDTH - 57.556 2 LES FOR XOX 1 DOWS, 22-1/211 MA) ING RAIL 3AN THE F 7-- U I rzo: n n n 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG INDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION INTHETABLE <: TO DETERMINE THE WINDOW SIZE. F 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. MEETING O�C. i ri H(ZTI=P r)PTAII 16o,ol, Los, U Q I F�m F\ Lof Em I /M\ I Los ORS AT MEETING RAIL JAMB (ED LITE 1 ANCHOR AT 12" MAX. O.C. THE SASH ( OC 7/zz, A rn 9 11 MAX. IL--/ REPEAT AN MIN M I i�A`l YNAI z soo, U) 0 U) LU C11) CD 0 U) u) LIJ > 0 7 TO �(7 LU W < 0 LU U) Z (D CL Er co Z W CD oo� K9 x UmDJ(7 .1 < < 'ON LD Im", DMO U) z W CY) W momi 00 LL omwo! < 0 0 0M) CY) 0 z < Z:) T. D < < LL 0 0 Fm� Cr z C E N sop No, 58705 S TE OF s 0 4 �1� sop 40RIOIN 0 0 B ONAL '///I I I 10\\\ LYNN MILLER, P.E. P.E.# 58705 INSTALLATION OPTION 1 \NCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP, SEE NOTE 2, THIS SHEET. SHIM INSTALLATION OPTIUN Z ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU- 1/41' MAX SHIM BEDMENT S NO I r H 4 EDGE DISTANCE d5 4 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. TABLE 1/4" MAX. SHIM ---- EMBE E B, FOR D TYPE SASH VISIBLE I LIGHT WIDTH EDG TYP, ANCHOR TYPE, 4 1�6 N,,..EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 19. 6 44 Lg12" LENGTH, CENTE/RED 63 EXTERIOR ABOVE SASH '70 16 C1'�C 4 15 BEDMENTANDEDGE TANCE PER BSTRATE, SEE TABLE 19 OTE B FOR HEAD TYPE. I VISIBLE LIGHT HEIGHT 0 40 19 Wril 4 7 Fl. 7 1 nD17 ANCHORED ITH (4) SCREWS, (P# 60). ONLY REQUIRED IF OVERALL HEIGHT IS OVER63 EMBEDMENT THE WINDOW, ASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE ff lf�v A= �n DC EXTERIOR OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE, WOOD BUCKS DEPICTED AS 2X ARE 1�1/2" THICK OR GREATER. 1X < EDGE TYP. ANCHOR TYPE, AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY DISTANCE \.EMBEDMENT AND EDGE TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN DISTANCE PER SUBSTRATE, AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER INSTALLATION OPTION 2 SEE TABLE 19. OR ARCHITECT OF RECORD. ANCHOREDTHROUGHFRAME DIRECTLY INTO CONCRETE/CMU. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. VERTICAL SECTION B�B 7 (SHOWN WITH LG, GLAZING) 3 3HT WIDTH )VED MULL[ DISTAN P. ANCHOR TYPE, DMENT AND EDGE DISTANCE PER TE, SEE TABLE 19 FOR HEAD TYPE. INSTALLATION EEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 19. Southern Pine (SG=0.55) 9/1611 1-3/8 11 SUBST teel, Aluminum, 6063-T5 min. 3/8" 0.063 r 410 B) USE 0 crew A36 Steel 3/811 0.06311 ANCHOR Steel Stud, Gr. 33 min, 3/8 11 0.045" (18 Ga) SILL. PA 1� Concrete (min. 3.35 ksi) 1 11 1-3/4 it TYPE IS oss Ungrouted CMU, (ASTM C-90) 2�1/2" 1-1/411 ANCHOF Flex Souther n Pine (SG=0.55) lit 1-3/8 It C) "UNG Concrete (min, 2.85 ksi) 1 11 1-3/811 VALUES teel Ungrouted CMU, (ASTM C-90) 2-1/2 1-1/4 GROUTE con APPLICA Southern Pine (SG�0.55) 1 �3/8" IUN 4 D THROUGH C NTO METAL TANCE TRATE, E 19. NLY FLATHEAD IKI Ur.Arl AKIM LLOWABLE FOR S IN THE JAMBS. 7 OUTED CMU AY BE USED FOR IONS, z 0 CV) *AG LU (0 0 in 0 U) LU U) i� 0 Z) x < z Uj 0� . (n 0 �- LU U) z (D Q� Z C:) IL u) W F- X c> CD C,j umc)J(7 < < ON F�= 9MG of U) D. z L) W �j W LL �j 0 0 0 (0 Z LO < CY) N �j Cq LL 0 z D 0 < 5 F- < LL 0 0 < �j F,� z < Lu F� 0 :D �j U) < Z V�CEN %946: No. 58705 44/ S ATE '/0 NAIL Ill I LYNN MILLER, P.E. P.E.# 58705 THE WINDOW, ASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE ff lf�v A= �n DC EXTERIOR OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE, WOOD BUCKS DEPICTED AS 2X ARE 1�1/2" THICK OR GREATER. 1X < EDGE TYP. ANCHOR TYPE, AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY DISTANCE \.EMBEDMENT AND EDGE TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN DISTANCE PER SUBSTRATE, AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER INSTALLATION OPTION 2 SEE TABLE 19. OR ARCHITECT OF RECORD. ANCHOREDTHROUGHFRAME DIRECTLY INTO CONCRETE/CMU. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. VERTICAL SECTION B�B 7 (SHOWN WITH LG, GLAZING) 3 3HT WIDTH )VED MULL[ DISTAN P. ANCHOR TYPE, DMENT AND EDGE DISTANCE PER TE, SEE TABLE 19 FOR HEAD TYPE. INSTALLATION EEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 19. Southern Pine (SG=0.55) 9/1611 1-3/8 11 SUBST teel, Aluminum, 6063-T5 min. 3/8" 0.063 r 410 B) USE 0 crew A36 Steel 3/811 0.06311 ANCHOR Steel Stud, Gr. 33 min, 3/8 11 0.045" (18 Ga) SILL. PA 1� Concrete (min. 3.35 ksi) 1 11 1-3/4 it TYPE IS oss Ungrouted CMU, (ASTM C-90) 2�1/2" 1-1/411 ANCHOF Flex Souther n Pine (SG=0.55) lit 1-3/8 It C) "UNG Concrete (min, 2.85 ksi) 1 11 1-3/811 VALUES teel Ungrouted CMU, (ASTM C-90) 2-1/2 1-1/4 GROUTE con APPLICA Southern Pine (SG�0.55) 1 �3/8" IUN 4 D THROUGH C NTO METAL TANCE TRATE, E 19. NLY FLATHEAD IKI Ur.Arl AKIM LLOWABLE FOR S IN THE JAMBS. 7 OUTED CMU AY BE USED FOR IONS, z 0 CV) *AG LU (0 0 in 0 U) LU U) i� 0 Z) x < z Uj 0� . (n 0 �- LU U) z (D Q� Z C:) IL u) W F- X c> CD C,j umc)J(7 < < ON F�= 9MG of U) D. z L) W �j W LL �j 0 0 0 (0 Z LO < CY) N �j Cq LL 0 z D 0 < 5 F- < LL 0 0 < �j F,� z < Lu F� 0 :D �j U) < Z V�CEN %946: No. 58705 44/ S ATE '/0 NAIL Ill I LYNN MILLER, P.E. P.E.# 58705 P. ANCHOR TYPE, DMENT AND EDGE DISTANCE PER TE, SEE TABLE 19 FOR HEAD TYPE. INSTALLATION EEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 19. Southern Pine (SG=0.55) 9/1611 1-3/8 11 SUBST teel, Aluminum, 6063-T5 min. 3/8" 0.063 r 410 B) USE 0 crew A36 Steel 3/811 0.06311 ANCHOR Steel Stud, Gr. 33 min, 3/8 11 0.045" (18 Ga) SILL. PA 1� Concrete (min. 3.35 ksi) 1 11 1-3/4 it TYPE IS oss Ungrouted CMU, (ASTM C-90) 2�1/2" 1-1/411 ANCHOF Flex Souther n Pine (SG=0.55) lit 1-3/8 It C) "UNG Concrete (min, 2.85 ksi) 1 11 1-3/811 VALUES teel Ungrouted CMU, (ASTM C-90) 2-1/2 1-1/4 GROUTE con APPLICA Southern Pine (SG�0.55) 1 �3/8" IUN 4 D THROUGH C NTO METAL TANCE TRATE, E 19. NLY FLATHEAD IKI Ur.Arl AKIM LLOWABLE FOR S IN THE JAMBS. 7 OUTED CMU AY BE USED FOR IONS, z 0 CV) *AG LU (0 0 in 0 U) LU U) i� 0 Z) x < z Uj 0� . (n 0 �- LU U) z (D Q� Z C:) IL u) W F- X c> CD C,j umc)J(7 < < ON F�= 9MG of U) D. z L) W �j W LL �j 0 0 0 (0 Z LO < CY) N �j Cq LL 0 z D 0 < 5 F- < LL 0 0 < �j F,� z < Lu F� 0 :D �j U) < Z V�CEN %946: No. 58705 44/ S ATE '/0 NAIL Ill I LYNN MILLER, P.E. P.E.# 58705 IUN 4 D THROUGH C NTO METAL TANCE TRATE, E 19. NLY FLATHEAD IKI Ur.Arl AKIM LLOWABLE FOR S IN THE JAMBS. 7 OUTED CMU AY BE USED FOR IONS, z 0 CV) *AG LU (0 0 in 0 U) LU U) i� 0 Z) x < z Uj 0� . (n 0 �- LU U) z (D Q� Z C:) IL u) W F- X c> CD C,j umc)J(7 < < ON F�= 9MG of U) D. z L) W �j W LL �j 0 0 0 (0 Z LO < CY) N �j Cq LL 0 z D 0 < 5 F- < LL 0 0 < �j F,� z < Lu F� 0 :D �j U) < Z V�CEN %946: No. 58705 44/ S ATE '/0 NAIL Ill I LYNN MILLER, P.E. P.E.# 58705 V�CEN %946: No. 58705 44/ S ATE '/0 NAIL Ill I LYNN MILLER, P.E. P.E.# 58705 INSTALLATION OPTION 1 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. 1/4" MAX. SHIM BEDMENT 1/4 MAX. ---- EDGE SHIM EMBEDMENT DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, < SEE TABLE 20. 3 12"LENGTH,CENTERED ABOVESASH TYP. ANCHOR TYPE, EMBEDMENT AND EDGE 3DISTANCE PER SUBSTRATE, SEE TABLE 20 & NOTE B FOR HEAD TYPE, VISIBLE LIGHT HEIGHT BUCK 6 HEIGHT 52 ri 0 4q0 50 19 ANCHORED ITH (4) SCREWS, (P# 60). ONLY REQUIRED IF BUCK HEIGHT IS OVER 62. EMBEDMENT WIDTH INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. -maw— 1/4" MAX. SHIM EMBEDMENT 6 �T 17 EDGE 7f DISTANCE 3HT WIDTH 75 �Cl 5 rl �4 (SHOWN WITH I.G. GLAZING) L: MIAMI-DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING HORIZONTAL SECTION C�C OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE (SHOWN WITH MONO. GLAZING) PROPERTIES, TABLE 20. LE 20. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. Y INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE THE WINDOW. ASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE D v I MCC �UAKJ 4 410)ll�rLJ1r%V ADM7n Dr. 4 0 < OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. (TERIOR I WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X EDGE �j TYP. ANCHOR TYPE, AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY < n[Q�rAKIOM EMBEDMENT AND EDGE =01 I n AMC �n �UM C="f��r"DC XA/nr)n 0"OV MMQ1r1k1 1 r\mlvo DISTANCE PER SUBSTR/ El AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER INSTALLATION OPTION 2 SEE TABLE 20. OR ARCHITECT OF RECORD. ANCHOREDTHROUGHFRAME DIRECTLY INTO CONCRETE/CMU. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING� IS MEASURED FROM BEADING TO BEADING. VERTICAL SECTION B�B P. ANCHOR TYPE, )MENT AND EDGE DISTANCE PER TE, SEE TABLE 20 FOR HEAD TYPE. INSTALLATION Southern Pine (SG=0.55) 9/16fl 1-3/8 11 SUBST teell Aluminum, 6063-T5 min. 3/8 0.063 ll r 410 B) USE 0 crew A36 Steel 3/8 0,063" ANCHOR Steel Stud, Gr, 33 min, 3/8 ff 0,045" (18 Ga) SILL. PA Concrete (min. 3.35 ksi) ill 1-3/4 if TYPE IS 0 SS Flex Ungrouted CMU, (ASTM C-90) 2-1/211 1-1/4 it ANCHOR Southern Pine (SG=0.55) 1 it 1 �3/8" C) "UNG Concrete (min, 2,85 ksi) 1 ff 1 �3/8" VALUES 3teel Ungrouted CMU, (ASTM C�90)1 2�1/211 1-1/41t GROUTE con 11 11 APPLICA PSouthern Pine (SG�0.55) 1 1-3/8 ON4 DTHROUGH W NTO METAL 10� 0 ANCHOR TYPE, DMENTAND DISTANCE UBSTRATE, mABLE 20. 4LY FLATHEAD LLOWABLE FOR 3 IN THE JAMBS. OUTED CMU 11 AY BE USED FOR IONS. U) C6 0 3: LU co 0 0 W u) LLJ > 0 Of < Z LU J) 0 LLJ U) Z cr Z C:) CL u) F- J C,j j @ UMOJ(] < < 'ON 9MG U) CL z (D 01) W W �j I �j 0 0 < C.0 C\1 CY) a W 0 z 0 < LL 0 < �j < LU F� 0 U) < Z OWI \�\CEN&46: 4( No.58705 '4 ORIO P%d ZONAL /11,11 1 1 W\\\\ LYNN MILLER, P.E. RE.# 58705 WIDTH INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. -maw— 1/4" MAX. SHIM EMBEDMENT 6 �T 17 EDGE 7f DISTANCE 3HT WIDTH 75 �Cl 5 rl �4 (SHOWN WITH I.G. GLAZING) L: MIAMI-DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING HORIZONTAL SECTION C�C OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE (SHOWN WITH MONO. GLAZING) PROPERTIES, TABLE 20. LE 20. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. Y INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE THE WINDOW. ASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE D v I MCC �UAKJ 4 410)ll�rLJ1r%V ADM7n Dr. 4 0 < OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. (TERIOR I WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X EDGE �j TYP. ANCHOR TYPE, AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY < n[Q�rAKIOM EMBEDMENT AND EDGE =01 I n AMC �n �UM C="f��r"DC XA/nr)n 0"OV MMQ1r1k1 1 r\mlvo DISTANCE PER SUBSTR/ El AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER INSTALLATION OPTION 2 SEE TABLE 20. OR ARCHITECT OF RECORD. ANCHOREDTHROUGHFRAME DIRECTLY INTO CONCRETE/CMU. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING� IS MEASURED FROM BEADING TO BEADING. VERTICAL SECTION B�B P. ANCHOR TYPE, )MENT AND EDGE DISTANCE PER TE, SEE TABLE 20 FOR HEAD TYPE. INSTALLATION Southern Pine (SG=0.55) 9/16fl 1-3/8 11 SUBST teell Aluminum, 6063-T5 min. 3/8 0.063 ll r 410 B) USE 0 crew A36 Steel 3/8 0,063" ANCHOR Steel Stud, Gr, 33 min, 3/8 ff 0,045" (18 Ga) SILL. PA Concrete (min. 3.35 ksi) ill 1-3/4 if TYPE IS 0 SS Flex Ungrouted CMU, (ASTM C-90) 2-1/211 1-1/4 it ANCHOR Southern Pine (SG=0.55) 1 it 1 �3/8" C) "UNG Concrete (min, 2,85 ksi) 1 ff 1 �3/8" VALUES 3teel Ungrouted CMU, (ASTM C�90)1 2�1/211 1-1/41t GROUTE con 11 11 APPLICA PSouthern Pine (SG�0.55) 1 1-3/8 ON4 DTHROUGH W NTO METAL 10� 0 ANCHOR TYPE, DMENTAND DISTANCE UBSTRATE, mABLE 20. 4LY FLATHEAD LLOWABLE FOR 3 IN THE JAMBS. OUTED CMU 11 AY BE USED FOR IONS. U) C6 0 3: LU co 0 0 W u) LLJ > 0 Of < Z LU J) 0 LLJ U) Z cr Z C:) CL u) F- J C,j j @ UMOJ(] < < 'ON 9MG U) CL z (D 01) W W �j I �j 0 0 < C.0 C\1 CY) a W 0 z 0 < LL 0 < �j < LU F� 0 U) < Z OWI \�\CEN&46: 4( No.58705 '4 ORIO P%d ZONAL /11,11 1 1 W\\\\ LYNN MILLER, P.E. RE.# 58705 ON4 DTHROUGH W NTO METAL 10� 0 ANCHOR TYPE, DMENTAND DISTANCE UBSTRATE, mABLE 20. 4LY FLATHEAD LLOWABLE FOR 3 IN THE JAMBS. OUTED CMU 11 AY BE USED FOR IONS. U) C6 0 3: LU co 0 0 W u) LLJ > 0 Of < Z LU J) 0 LLJ U) Z cr Z C:) CL u) F- J C,j j @ UMOJ(] < < 'ON 9MG U) CL z (D 01) W W �j I �j 0 0 < C.0 C\1 CY) a W 0 z 0 < LL 0 < �j < LU F� 0 U) < Z OWI \�\CEN&46: 4( No.58705 '4 ORIO P%d ZONAL /11,11 1 1 W\\\\ LYNN MILLER, P.E. RE.# 58705 \�\CEN&46: 4( No.58705 '4 ORIO P%d ZONAL /11,11 1 1 W\\\\ LYNN MILLER, P.E. RE.# 58705 BUCK HEIGHT INSTALLATION OPTION 5 ANCHORED THROUGH FIN INTO 2X WOOD FRAME OR BUCKSTRIP. EDGE II®-- EDGE DISTANCE Ir DISTANCE TYP. ANCHOR TYPE, EMBEDMENT I� DISTANCEND EDGE SUBST ATE SEE TABL1/4" MAX SHIM E 21. I ( I INSTALLATION OPTION 5 ANCHORED THROUGH FIN INTO 2X WOOD FRAME OR BUCKSTRIP. EMBEDMENT 12"LENGTH, CENTERED ABOVE SASH _ TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTATE, SEE TABLE 21 EDGE DISTANCE 1 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 21. VERTICAL SECTION B-B INSTALLATION OPTION 5 ANCHORED THROUGH FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SASH VISIBLE LIGHT WIDTH EXT,JE�R.,IO�R' �/ l 1 de BUCK WIDTH EDGE DISTANCE 1/4" MAX SHIM — TYP. ANCHOR TYPE, EMBEDMENT AND EDGE I DISTANCE PER SUBSTRATE, I SEE TABLE 21. HORIZONTAL SECTION A -A HORIZONTAL SECTION ray : r;•�►���. v,�� r r : � �•� �•� � �. 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 21. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW, 2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. 3) ANCHOR TO BE INSTALLED WITHIN 2-1/2" OF FIN CORNER, FIXED VISIBLE LIGHT WIDTH IVIIHIVII-UHUC Ht't'tCV V CU IVIU LLIVIV, rbl� COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 21. EDGE DISTANCE I���il:3��ldil�►�� 1/4" MAX. SHIM INSTALLATION OPTION 6 ANCHORED THROUGH INTEGRAL FIN INTO MET/ C IVIDCUIVIC IV I HIVU CUUC DISTANCE PER SUBSTRATE, SEE TABLE 21. Anchor Substrate Min. Edge Max. Min. Distance O.C. Embedment 2 1/2" x .113" Box Nail Southern Pine (SG=0.55) 5/16" 5" 2-7/16" x .131" Common Nail Southern Pine (SG=0.55) 3/8" 5" 2-7/16" x .145" Roofing Nail Southern Pine (SG=0.55) 3/8" 5" 2-7/16" x .145" Roofing Nail Southern Pine (SG=0.55) 3/8" 5" 2-7/16" 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" 0.09" #12 Steel, 18-8 or 410 SS Screw 0.050" A36 Steel 5/16" 5" 0.050" 0.045" (18 Ga) Steel Stud, Gr. 33 min. 5/16" 5" 0.045" 1) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. 1) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. M Iliillll//� ®�v * •LY0 IN�//� ���.`••�'�ICENSF •.�`�� i No.58705 �Q YSTTEJ%F ��\ •FZORIDP'.•' GX 'ONAL 11" `�\\ A. LYNN MILLER, P.E. P.E.# 58705 2.724" 2.560" O HEAD, FLANGE FRAME 2,724" - 3.651 " O SILL, FLANGE FRAME 2.105" 7 Oz HEAD, INTEGRAL FIN FRAME 2,724" a0SILL, INTEGRAL 3L FIN FRAME 170" -� 1.300" 2.273" T 100" �- 1.300" 062" l 1 tt SASH PULL RAIL f .0150" 1 F1 = .795" .492" z3 7/16" BEAD 045" i 1 .795" .612' 44 5/16" BEAD �-� - 2,149" 4,276" Ot2 SASH LOCK RAIL 13 SASH TOP & BOTTOM RAIL TABLE 22: MATERIAL PROPERTIES USED FOR ANCHORAGE CALCULATIONS: Material Min. FY Min. F, Steel Screw 92 ksi 120 ksi 18-8 Screw 60 ksi 95 ksi 410 Screw 90 ksi 110 ksi Elco UltraCon® 155 ksi 177 ksi 410 SS Elco CreteFlex® 127.4 ksi 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi 1 2.724" l I 2.060" 3 HEAD,EQUAL )LEG FRAME 2.724" - O SILL, EQUAL LEG FRAME STRUCTURAL POLYISO- BUTYLENE WITH DESICCANT EXT. GLASS 170" 14 HD MEETING RAIL KODISPACE 70 4SG TPS 1 /4" NOM. 3.151" 1.488" 2.786" 1 1 !I 4OJAMB, FLANGE FRAME to SILL ADAPTER 2.211" ►{ 1.1y38" 1 ' 120" t5 STD MEETING RAIL HOT -MELT BUTYL STRUCTURAL SILICONE FOAM WITH DESICCANT EXT. GLASS 3.908" S )JAMB INTEGRAL FIN FRAME 040" �- 1.513" 1 -► .808" INSTALLATION HOLE COVER 1.415" 710" 06211 is SILL TRACK 109 .360" 1.032" 045" �37 16 SCREEN ADAPTER ALUMINUM REINFORCEMENT 3/16" NOM. BUTYL & DESICCANT - FOAM EXT. GLASS INT. GLASS `-INT. GLASS 71 SUPER SPACER" NXT TM 8, .987" 2.786" )JAMB, EQUAL LEG FRAME 062"-- .723" -� .875" f �- 1s WINDLOAD ADAPTER 1.446"II �- i .518" .040" 20 ANTI -LIFT CLIP -►i .630" 797" 070" - ►-- ztA IG BEAD .464" -� 798" r 065" - j o - POLYISOBUTYLENE SEAL 5/16" NOM. ROLL -FORMED STAINLESS STEEL EXT. GLASS INT. GLASS DURASEAL° 72 SPACER eta IG SNAP BEAD DESICCANT FILL 5/16" NOM SILICONE SEAL XL EDGETM 73 SPACER INT. GLASS ao LU Z U) O w m > O nab ofo o � LO > uj > O a}op () N z w Q O M r N w U)J O Z Q J O 0 ILcn X � Z LLJ Z (O °2 =mmmmigool Tggo r%%g, Lu r N r%%g, j wU C) o J u oap ON ~ Z �_ �_ ¢ � HMO > 0O U) a Z Z o O J LL O O m O mTggo ® N N }aays Fogg U) Z < � O o O ZCO Igom momm 0� 2 ll� ui J X = Q W a!}�l asap sauas `�1111lf11// �0.......&q o go so LlCE1NSF �lP ORE. so% No• 58705 -_ You - & sj, r 42� z- 0 s ATE ROPERo � ; ®®PEAL e�\\`�� '`//111110 0 A. LYNN MILLER, P.E. P.E.# 58705 rAQI r. 001- Item # Part # Description Material 1 624038 Head, Flange Frame Alum. 6063-T6 2 624039 Head, Integral Fin Frame Alum. 6063-T6 3 624040 Head, Equal -leg Frame Alum. 6063J6 4 624001 Jamb, Flange Frame Alum. 6063J6 5 624017 Jamb, Integral Fin Frame Alum. 6063-T6 6 624028 Jamb, Equal -leg Frame Alum. 6063J6 7 624035 Sill, Flange Frame Alum. 6063J6 8 624036 Sill, Integral Fin Frame Alum. 6063-T6 9 624037 Sill, Equal -leg Frame Alum. 6063J6 10 624034 Sill Adaptor Alum, 6063-T6 11 624043 Sash Pull Rail Alum. 6063J6 12 624006 Sash Lock Rail Alum. 6005A-T61 13 624041 Sash Top & Bottom Rail Alum. 6063J6 14 624027 HD Meeting Rail Alum. 6063-T6 15 624005 Std. Meeting Rail Alum. 6005A-T61 16 624047 Screen Adapter Alum. 6063J6 17 624051 Installation Hole Cover Alum. 6063J6 18 64125M Windload Adapter Alum. 6063J6 19 624042 Sill Track Alum. 6063-T6 20 624015 Anti -Lift Clip Alum. 6063-T6 21A 624009 IG Bead Alum. 6063-T5 21B 624011 IG Snap Bead Alum. 6063-T5 23 624026 7/16" Lami Glaz. Bead Alum. 6063-T6 24 624013 5/16" Lami Glaz. Bead Alum. 6063-T6 30 6TP247 Glazing Bead, Bulb Vinyl for #624013 & #624026 Vinyl 31 6TP248 Glazing Bead, Bulb Vinyl for #624009 & #624011 Vinyl 32 712653K Mono setting Block 3/32" X 1/411 X lop Neoprene 33A 71715K Lami IG Setting Block 1/8 x 3/4" x 1-1/14 Neoprene 33B 624014 IG Snap Setting Block Vinyl 35 724045 Sweep Latch Cast Zinc 36 71298 Weep Hole Cover Vinyl 37 41722 Hole Plug Vinyl 38 724021 Lock Rail Cover, (LH & RH) Vinyl 39 724050 Pull Rail End Cap Vinyl 40 724048 Roller Housing & Sash Guide Vinyl 41 724052 Roller Wheels Brass 42 724054 Sash Top Rail Gasket, (LH & RH) Polyethylene 43 724055 Sash Bot Rail Gasket, (LH & RH) Polyethylene 44 724057 Frame Header Gasket, (LH & RH) Polyethylene 45 724058 Frame Sill Gasket, (LH & RH) Polyethylene 46 724063 Meeting Rail Gasket Polyethylene 50 Weatherstrip, 1187" x .170", Fin Seal @ Sash 51 Weatherstrip, . 187 of x .270'0 Fin Seal @ MR 52 67070 Bulb Vinyl 60 71OX38PPAX #10 X3/8" Ph, PH SMS (Windload Adapter) Stainless Steel 61 781 PQX #8 X 1 Qd. PH SMS (Frame & Sash Assembly) Stainless Steel 63 Aluminum Screen with Fiberglass Mesh Varies 70 Kommeding Kodispace 4SG TIPS See Sheet 71 Quanex Super Spacer nXT 18 for Materials 72 Quanex Duraseal Spacer 73 Cardinal )(L Edge Spacer 74 Dow 791, 899 or GE 7700 Backbeddi ng Si I licone SEMBLY Ut: I AlLti t�UK OW11111// Of M LMA z C) LU co AGa Of (D kj F— C) U) cf) 0 LU 0 z LLI U) < 0 LLI U) z IL Of U) Z W C:) J C:) C\1 K9 Umajo < ON F�= 9MG Of U) CL z U w U) �j LL �j �j 0 0 < Df CY) ILL! C\j a) 0 C\j 0� Cif 0 W F� T: z D O� < L<L 0 C:) 0 i.- w 0 0 < 00 OW1 177,30 No.58705 TATE OF ORIDP% 408,049*4 ONAL III/1111110\\ LYNN MILLER, P.E. RE.# 58705