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HomeMy WebLinkAboutNOA MIAMI•DADE MIAMI-DADS COUNTY ME PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 268 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Eov/economv 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"8R7710A"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 lof 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 NOA1 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 QApproval Date: August 23,208 117M Page 1 � i 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 202-941 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7891.01, dated 07/03/18, signed and sealed by Idalmis Ortega,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 61h Edition(2017), dated 06/18/18 and updated on 07/25/18,prepared by manufacturer signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). Manuel er z,PIE. Product Co u 1 E aminer NOA N -0627101 Expiration Date: August 23,2023 Approval Date: August 23,2018 E-1 I i 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 lon 07/04/23. F. STATEMENTS 1. Statement letter of conformance to FBC 611 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. I I I Manuel Pe ez P1E. WP roduct Control xa iner NOA No. 1 - 627A1 Expiration Date: August 23,2023 Approval Date: August 23,20118 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, 12" SEE TABLES 2-11 IMPACT RESISTANT SEE TABLES I2-14 23" O.C. � 9' � f 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS O-G- -- B INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST BE TEMPERED. �� USER INSTRUCTIONS: 1)DETERMINE THE SITE SPECIFIC,WINDOW 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED - OPENING'S DESIGN PRESSURE REQUIREMENT MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 4pp...d:a complying nllb lhn CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. I FROM ASCE 7. Flor1'g i1R,C A A Da:z_ _ 4)ALL WOOD BUCKS LESS THAN 1-1 12"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS 76" 2)KNOWING YOUR GLAZING OPTION(TABLE 1), 8@.y,OVERALL / WINDOW CONFIGURATION AND SIZE,DETERMINE ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 14/2" 69" 03:e1w7`W' 1'na4ad Co THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY HEIGHT 69' YOUR WINDOWS DESIGN PRESSURE FROM TABLES TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY SIBLESASH FIXED 2-11.IT MUST EQUAL OR EXCEED THE DESIGN l� OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). 75" VISIBLE LIGHT J_ PRESSURE REQUIREMENT FOR THE r� VI BUCK LIGHT / 22-112" WINDOW OPENING OBTAINED IN STEP 1. 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE HEIGHT O.C. 3)DETERMINE THE ANCHOR QUANTITY FROM ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.SILL ANCHORS MUST BE 34-3/8" u SEALED.OVERALL SEALING&FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE SASH 34-3/8"FIXED TABLES 12-18. a DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. VISIBLE VISIBLE LIGHT 4)INSTALL AS PER SHEET 15 FOR FLANGE ' 6)114"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO LIGHT INSTALLATION,SHEET 16 FOR EQUAL LEG rc THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. INSTALLATION OR SHEET 17 FOR INTEGRAL FIN - INSTALLATION. 7)DESIGN PRESSURES: B ( MAX A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS (8-12' NOTE:DESIGN PRESSURE RATING DETERMINATION Y SEE WEEPHOLE lL ? PER ASTM El300. NOTES THIS SHEET 75"BUCK WIDTH MAX. (F THE SAME PROCESS FOR ALL FRAME TYPES B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE 76'OVERALL WIDTH -� BUCK) (FLANGE,INTEGRAL FIN OR EQUAL LEG/BOX). 'e m O o US TESTING C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. TYP. FLANGE XO ELEVATION(OX SIM.) 15PO B'"XL 300"WITH PLASTIC BAFFLE. 0 N i J0Y Q MAX.DIMENSIONS ALLOWED SHOWN 2)1 WEEPHOLE LOCATED AT 4"FROM EACH END. O rcn " 1n Z 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS 3)1 WEEPHOLE LOCATED UNDER EACH MEETING RAIL. LL 0 ` W CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN FOR ANCHOR O 0 QUANTITIES, Z LL USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE SEE TABLES 15-18 �2" t` EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR 22-12" -�I OI� W U m p- _j 60 MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION 12"O.C. O.C. B 0 Z v L a F RESISTANCE. ^- ----/ o> ¢ f/l Z 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA o a Z O Z of of BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. - `--- U Lu m 10)REFERENCES:TEST REPORTS FTL 18-7891&18-7891.01:ELCO ULTRACON NOA:ELCO CRETEFLEX NOA, J W Q J NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NOS&ALUMINUM DESIGN C 56' / 56" C K W MANUAL SASH / FIXED / ® `8 63" VISIBLE VISIBLE N ca 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. OVERALL LIGHT LIGHT / _ DO Lu T. HEIGHT O 22-1/2" _ TABLE 1: DP Table# Anchor Table# 62" O.C. J 0 Glass BUCK 34,E 55-318"FIXED 0 Q Description(Listed from Exterior to Interior) XO 1 OX XOX X01 OX XoX HEIGHT SASH Z W r- Typo VISIBLE LIGHT r STD HD STD BTD HD STD VISIBLE w �` Z of 1 1 8"AN, -'PVB,1/8"AN 2 7 12 15 LIGHT U J W = 2 1!8"HS,.D90'PVB,1/8"HS 3 - 8 12 - 16 3 3l16"AN,.090"PVB,3/16 AN 3 8F - 16 9. ¢ (.7 _ =m 4 13116"LIG:1/8"AN CAP,AIRSPACE,1/8"AN,.090"PVB,1/8"AN 4 7 15 g SEE WEEPHOLE S. 6 13116"LIG:3/86'AN CAAPAARSPACE,1/88"AN�.090PPBB.18AAN 3 - 9 - 18 119°BUCK WIDTH THOSESHEET ��to��(LY1,1�/7 13'16"LIG:3/16"TP CAP,AIRSPACE.1/8"AN,.D90"PVB.1/8"AN 3 - 9 - 18 SEE SHEET 17 FOR 120"OVERALL WIDTH �/18"AN 5 6 10 14 17 INTEGRAL FIN1.1GENSq�'s 316"HS,.090"SG,3/16"HS 5 6 11 14 18 ANCHORAGETYPE TYP. FLANGE XOX ELEVATION111 13116"LIG:1/8"AN CAP,AIRSPACE,3116"AN,.090"SG,3116"AN 5 6 10 14 17 &SPACING MAX.DIMENSIONS ALLOWED SHOWN NO,58705 11 13I16"LIG:1/8'TP CAP,AIRSPACE,3116"AN..090`SG,3/16"AN 5 6 10 14 17 - *' 12 13/16"UG:1/8"AN CAP,AIRSPACE,1/8"HS,.090"SG,115"HS 5 6 11 13 14 18 GENERAL NOTES..................................1 _ Z-. 13 13/16"LIG:1/8"TP CAP,AIRSPACE,1/8"HS,.090"F. 118"HS 5 6 11 13 14 18 ELEVATIONS..........................................1 - ✓l CODES/STANDARDS USED: GLASS TYPES TABLE...........................1 S��. 14 13/16"LIG:311fi"AN CAP•AIRSPACE, 1/8"HS,.090"SG,1/e"HS 5 6 11 13 1a 18 •2017 FLORIDA BUILDING CODE FBC 6TH EDITION .DESIGN PRESSURES...........................2-9 %0 -•. STATE OF 15 13/16"LIG:3116"TP CAP,AIRSPACE, 1/8"HS,.090"SG.1l8'HS 5 6 11 13 14 18 ( ) R , •ASTM E1300-09 ANCHOR QUANTITIES..........................10-14 .C� •,40RIDP,.••G�� SG=KURARAY SENTRVG 9S'�INTERLAYER BY KURARAY AMERICA,INC. •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION INSTALLATION/ANCHOR SPECS.......15-17 pi &. ...'-• \ PVB=KURARAY TROSIFOL s PVB INTERLAYER BY KURARAY AMERICA,INC. -ALUMINUM DESIGN MANUAL,ADM-2015 EXTRUSION PROFILES........................18 //,0NAL E 1.� _ AN=ANNEALED '11)111110, \ HS=HEAT-STRENGTHENED •AISI 30-10 CORNER ASSEMBLY............................19 TP=TEMPERED •AISC 6010 PARTS LIST............................................19 A.LYP E d 58705 P.E. TABLE 2: Glass Type: 1 Overall Design Pressure(Ibslfe)for XO&OX Windows Meeting Rail: Standard .090PVB-_ ""1/8"AN GLASS " Width 22-1/8"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. Ira AN GLASS 30 20" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 65.0 +65.0 -65.0 C4 L rop,ruvrA ao wm 1 25" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 112"NOM. FicriJu V JJ1ng ' ' 37" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 GLASS BITE p, 1 EXTERIOR_ - - --49"- +65.0 65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 <�1 E67.'. +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.074)+ +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 G 65.0 65.0 GLASS TYPE 1+65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +63.3 -63.3 U co Y 3l16"AN GLASS w c2 _--118"HS GLASS ,o o O .090"PVB-- .09D"PVB-._ } . 7loa U Q, 30 "-118'HS GLASS 30 3116"AN GLASS c) ?w 0 C� 1 1 ��C� \ 1 M o z o TABLE 3: UJ (24 -� \3) - Z LL o � ' n '� 11 1,NOM. 12"NOM. 2 L `" 1a Glass Types:2,3,5,6,7 GLASS BITE GLASS B1TE U U o B J ,, , Overall Design Pressure(lbslfe)for XO&OX Windows EXTERIOR EXTERIOR W Z 00 ¢ S �N Meeting Rail: Standard LU r 0na Width ( � > 22-1/8"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. 74l / 7a\ o z 20" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 �g2 74� 32r J z " U) °' 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 J O H O 37" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 of LU `" _ 13116"NOM. 13/16"NOM. ® m IV 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 = W O to I::Ns 61" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 AIRSPACE y ,-090"PV8 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' 118"TEMPERED 3116"AN OR a d ¢0 GLASS--- _118"AN TP GLASS • �>IV8"AN GLASS 0 Z) 74" +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 72.2" 31 G�S�74� 31 I �74 w 0 '-80.0 FOR GLASS TYPES 2,3,6 8 7 \ j , 1` 1 % i�`�/ 0 S N J W = 1 OR 1B AA OR�9 1B r Q 12°NOM. C� 1/2"NOM. api� san'S�S GLASS SITE GLASS BITE EXTERIOR -- '- EXTERIOR `ANY LYNIV, %, CE Ns r33 OR(33 J \ 70-73 ���0R 3`3B-� �- �' '•.� �• No.58705 G_ LASS TYPE 5 GLASS TYPE 6(ANNEALED) GLASS TYPE 7(TEMPERED_) 9 �(WSTATO _ NOTES: �� ''. r'.�: 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN,FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS,SUBTRACT I"FROM THE TIP-TO-TIP DIMENSION IN i Cis''•F.��RIDV`.•'\ THE TABLE TO DETERMINE THE WINDOW SIZE. 1NAL 1% 2)FOR SIZES NOT SHOWN,ROUNDUP TO THE NEXT AVAILABLE SIZE. A LVNN MILLER,P E. P E N 58705 TABLE 4: Glass Type:4 13/16"NOM. overau Design Pressure(Ibs/fe)for XO&OX Windows -I GLASS STACK Meeting Rail:Standard Width r-.090"PVB 22-1/8"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63' Overall Hgt. AIRSPACE- 20" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/8"AN GLASS -,1/8'AN GLASS 25" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 `�-•� i i(4� nFpNvrduan.p11n6a�� Fluid. ddin C 37" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 / - I unt, i21ryOR 161� - 12"NOM. .90A/: - I - -49" +65.0 --80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 GLASS BITE rfYcUJ Unil:1°N611d Cy0tl i •-� ��J 61" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -76.8 EXTERIOR�, - T 67" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -71.3 \ 76 @13 73 74" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77.1 +64.9 -64.9 oR 336- GLASS TYPE 4 33 s c oo Y LU b O (7 _ 13/16'.NOM.GLASS STACK ,W ❑ o cD D U) 3116"AN OR AIRSPACE-- .090"SG Sw alo0 � O f HS GLASS 1/8"AN OR .090"SG-_ TP GLASS -• 3/16"AN GLASS ~rc ZO 3/16"AN OR � J O �m Z 30 , HS GLASS 31� l'I-\_J Z- � o -' � U U o ©� R" 12"NOM. ORI"178�.- 12"NOM. W W J umo�i7 ,:N `- t�J¢ JMfI TABLE 5: GLASS BITE GLASS BITE C3 EXTERIOR -�' 1`> v a Z 2 Glass Types: 8 thru 15 EXTERIOR 12 Z m o Overall Design Pressure(lbs/ft)for XO&OX Windows l� W o, Width Meeting Rail:Standard G-� / \._ 74 v" j \�\ W J 22-1/8"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. 32 C3�OR i 70.7J JO H O 20" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 GLASS TYPE-B ANNEALED GLASS TYPE 10 ANNEALED � W 25" +80.0 110.0 +80.0 110.0 +80.0 110.0 +80.0 110.0 +80.0 110.0 GLASS TYPE 9(HEAT STRENGTHENED) GLASS TYPE 11 (TEMPERED) # Ula.,/s 37" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 S W 13116"NOM. 13n6°NOM. < Q 49" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 Ir u o 0 GLASS STACK I GLASS STACK O Z Z r` 61" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.9' AIRSPACE- -!•o9o"sG AIRSPACE= - .1190"SG U 67" +80.0 110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -95.7' 118"AN OR _ 3116"AN OR_ TP GLASS ♦ W'HS GLASS TP GLASS - 1118"HS GLASS Q p 74" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -90.0' r of sao�a"s '-110.O FOR GLASS TYPES 9,12,13,14&15 C" ��1 OR 16 /12'NOM. '21/�OR 1B)--\ 12"NOM. \�� ptJY LYNlv�'/.. GLASS BITE �/ % GLASS BITE � •- \,1GENSF IGLASS TYPES 8-15 EXTERIOR - - EXTERIOR MAY NOT BE USED r t_ - WITH INTEGRAL FIN /�/ No.58705 _ •FRAMES W� �/ -p V� .." NOTES: 33 GR 3B 3 OR 33� � � (y i 0: GLASS TYPE 12 ANNEALED GLASS TYPE 14(ANNEALED) :�,n'• rATEOF tV� 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR INTEGRAL FIN AND -(- ) '�<ORIDP.•' �� EQUAL-LEG WINDOWS,SUBTRACT I"FROM THE TIP-TO-TIP DIMENSION IN GLASS_TYPE 13(TEMPERED). GLASS TYPE IS(TEMPE_R_E__D I/A THE TABLE TO DETERMINE THE WINDOW SIZE. ) �''/;SyGNAL /11/111111\\\ 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. A LVNN MILLER,P E P.E.#58705 TABLE 6: Glass Types:8 taro 15 overall Design Pressure(Ibs/t2)for XO&OX Windows Width Meeting Rail:Heavy-DD uty �122-1/8"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. 76"Overall Hgt. M76' +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 l'.dda d 1ding Clyine wllu ltr Flatldn6 iding Code r� +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 -q ,p :VQ1Ak - __+80.0- 110.0 80.0 110.0 +80.0 1.10.0 +80.0 -110.0. +80.0 -110.0 +80.0 -110.0 nraG't elhad°�e r - - ++80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0+80.0 -110.0 +800 -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 +80.0 -110.0 +80.0 110.0 +80.0 110.0 +B0.0 -110.0 +80.0 -110.0 +80.0 -105.8' WITH INTEGRAL FIN 'I10.0 FOR GLASS TYPES 8-13 8 15 0 FRAMES y 13116"NOM. 13116"NOM. 13/16"NOM. �- GLASS STACK - I GLASS STACK GLASS STACK ap Y 090"SG 090"SG `- 3116"ANOR AIRSPACE AIRSPACE AIRSPACE-- y --.090"SG j ti r`o1 HS GLASS 1/8"AN OR_ • 118"AN OR 3/16"AN OR__ 2 - 3a .090"SG- TP GLASS - 3116"AN GLASS TP GLASS - 1/0"HS GLASS TP GLASS -• --118"HS GLASS ❑ N o p ON 3116"AN OR • } lu O `- C�- HS GLASS 3, CCU C� iTC� � _ ' ° W o _ r t / 1. ono a� W o 23� ----1/2°NOM. lAOR 1B 1!2"NOM. �1 OR 1B 12"NOM. TOR191B 12"NOM. ZLL GLASS BITE GLASS BITE GLASS BITE C GLASS BITE =LL n EXTERIOR - EXTERIOR - EXTERIOR U U d o a EXTERIOR / __--` �� - \___T -_-t rl� f o Z T t W ,� c� I-. 7Ma / 74 �•--CO-7� -70_� / 70-7� p a' Z 3p 3<3�OR 3B- 33 OR 33B (33r1�ORC3� Z U W GLASS TYPE 8 GLASS TYPE 10 ANN AL EED GLASS TYPE 12(ANNEALED) GLASS TYPE 14 ANNEALED W W GLASS TYPE 9 GLASS TYPE 11,(TEMPERS GLASS TYPE 13(TEMPERED) GLASS TYPE 15(TEMPERED) Jp F- ® w N LU 0 7 O U) Iaa45 = W 6 Q 0 ❑ 4 0 Z Z w C7 U J W = d ❑ �11,1 J, ANY LYNN LICENSE y3 No.58705 NOTES: Q�, TE" �441�- 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN,FOR EQUAL-LEG (� •.'t ORIDI",. WINDOWS.SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN THE TABLE .""' TO DETERMINE THE WINDOW SIZE. i�10NAL 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. A.LYNN MILLER,P.E. RE.#58705 TABLE 7: Sash Glass Types: 1,4,5 Overall Sash Design Pressure(Ibslfe)for XOX Windows Width Meeting Rail:Standard --1/8"AN GLASS Width Configuration oso••Pve---t_ Range(in) 21-1/8"Overall Hgt. 29"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. -1/8"AN GLASS 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 `300 1 44" 1 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 = 112 4pprovwl a umplytug with ttr FlodJo dJln C 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 I GLASSS BIT BITE 49" EXTERIOR Vpntl Y -1/3-'/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 �_ kslar�l tr�"ProJuct rrJ 1/3 53-1l8" %4_1/-1/, 12.03E-14.333 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1-1 / 4� t-- 1/3-1/3-1/3 14.334-18.050 +60.0 1 -60.0 +60.0 1 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 �2 ��GLASS TYPE 1 61" �a-yz-1/q 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 1/3 1/3-1/3 16.303-2D.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. %4-y2_1/4 12.038-20.052 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +51.9 -51.9 r .�I. GLASS STACK 76" custom 20.053-22.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 AIRSPACE y rr,09o"PVB 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---.i 1I��1/8"AN GLASS zILLcn m Y 1/q-%-% -24.082 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 31 {7Z > w �: 92-1/8" custom 24.083-26.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.D +60.0 -60.0 +57.8 -57.8 �. 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 1B IQ"NOM. >rtO o �ro0 O /3-/3-/3 GLASS BITE L7 C4 ?y O 1/4-1/2-1/4 `• -25.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 EXTERIOR , % --- OJ �, z z O J C) a F W o 97" custom 25.303-27.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.5 -55.5 r� z� m s� a 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 �OR(3313--GLASS TYPE 4 70 73 Lu Lu U co ®� J y y2-y4 - -28.302 +60.0 -60.0 +60.0 -6D.0 +60.0 -60.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 _ o> J) '`n'r 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 z W W M custom 29.186-31.038 +60.0 -60.0 +60.0 -60.0 +60.0 1 -60.0 +60.0 1 -60.0 +60.0 -60.0 +52.5 -52.5 _ __ 13/16"NOM. W J f GLASS STACK J 120" 1/a-1/2--Y4 " -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 I T oso"PVB 0 OW QV -ALL WIDTH-57_924 AIRSPACE- �� ILL!O "MIN.SASH WIDTH(FLANGE WINDOWS)= 1/8^Tp _OVERALL WIDTH-56.924 GLASS GLASS_ = Q u) 1'`'4s "MIN.SASH WIDTH(FIN&EQUAL-LEG WINDOWS)- -:- _ /, ' r = 2 31} ''\� 'I�4J a g ILL 0R 1B 1/2"NoM. z_ z GLASS BITE w Y) EXTERIOR - I U J W = Q �'1 3 OR 3 f GLASS TYPE 5 \•``QNNILY/VA( • ' QZ VIGENSF��C�, . *: N0.58705 ' NOTES' `S TE OF •44, ( 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR INTEGRAL FIN AND ��'•, (V` EQUAL-LEG WINDOWS,SUBTRACT I"FROM THE TIP-TO-TIP DIMENSION IN '•F/ORID•�`••'G\?� THE TABLE TO DETERMINE THE WINDOW SIZE. 'iIs, EN�`\ 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. �' I I I IU_r A.LYNN MILLER,P E P.E.0 58705 TABLE 8: Overall Sash Sash Glass Types:2,3 Design Pressure(Ibslft2)for XOX Windows Meeting Rail: Standard -,r6"Hs GLASS Width Width Configuration oso"PVB- Range(in) �121-118"Overall Hgt. 29"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. 1_1�1/8"HS GLASS 12.038-12.052 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 //,,, �?. 1 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 `4}� �' tpprvveJ an caupdyiug afrp(ic /3-/3-/3 � J 1/2"NOM. F[adJu R aJiog 'u i �/ 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 Duce SS a- 2- 4 EXTERIOR 1 NOAB o` 49 } Y%lavil DaJc Prvdnat n _�/3-%3-1/3 13.303-16.675 _+65.0 -80.0 +65.0 -80.0 +65.0 B0.0 +65.0 80.0 .+65.0 80.0 +65.0 80.0 I - `�.53-1/8" 74 /a-1/z-1/a 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 � 1/a 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 GLASS TYPE 2 %2 1/a 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-Y3-Y3 16.303-20.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 ­3116"AN GLASS 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 oeo"Pve 1 / 76" custom 20.053-22.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 30 - 3/1s"ANGLASS Y 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 C3)- \�_ j > w co 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 z NOM. p a o o v) H /a-/2-/4 GLASS BITE <n jj 92-118" 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 - >-N z w "°O 0---r C I O �w z o 1/a-y3-1/3 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 J o a o {74� O W o W %4 1/z-1/a " -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 =L e GLASS TYPE 3 006 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 W z v t a ¢ W F :vvl 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 > Z a /a-�2-�a 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 Z �' W LU m 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 _j ¢ LLO O t- 1/3-1/3-T/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 of W fO 1/a_1/2 1/ *' -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 a =) -. 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 O U) ,.z W J/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 o j Dom- Qo / Z Z t� Ya-1 a -31.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0a-8O w 2 r 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 " a o = 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 - �` / "MIN.SASH WIDTH(FLANGE WINDOWS)_ OVERALL WIDTH 58.5-56. ` ANY L..NiV OVERALL WIDTH,_@7.$56 •'MIN.SASH WIDTH(FIN 8 EQUAL-LEG WINDOWS)_ 2 P�,• F '•,< . yr� No.58705 -7 S ; MOTES: O�'. SATE OF 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR INTEGRAL FIN AND i CAS •�<ORIOP' G��� EQUAL-LEG WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN / S THE TABLE TO DETERMINE THE WINDOW SIZE. /O IIIIIII��` 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. A.LVNN MILLER,P.E. P.E.#58705 TABLE 9: Sash Glass Types:6,7 0lerall Sash Width Design Pressure(Ibsfft)for XOX Windows MeetingRail:Standard Width Configuration 13l1s°NQM. Range(in) 21-118"Overall Hgt. 29"Overall Hgt. 37"0%arall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. GLASS STACK 1/a-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 AIRSPACE- 1/8" G VB 44° 3l16"AN OR- 1/3-1/3-1/3 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 TPGLASS • �1l8"AN GLASS 'PP,mica„s. -Plying.1tat6: L *..", C49Ya-Y2-Ya 12.030-13.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 \3J \ ; 4Wo1/3-1/3-Y3- 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 'E1�OR''B-\ 1/2"NOM. � L GLASS BITE Z, 53-1l8" Ya_1/?/a 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 _ � � 1/3-1/3-1/3 14.334-18.050 +65.0 80.0 +65.0 80.0 +65.0 I-80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 � j' 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 / C70- 3) 61" Ya-/2-1/a 33 OR 335 1/3-1/3-Y3 16.303-20.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 GLASS TYPE 6,(ANNEALED) r /4-/2-/4 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 -72.91, GLASS TYPE 7(TEMPERED) 76" custom 20.053-22.18.5 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 6 to Y Y3-1/3-1/3; 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 U.1 y � 1/a-1/2-Y4 �• -24.082 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.58 0 o o U) r- 92-118" 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 (D cl`.I z w ¢ O M w rn 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 JO o a N w o_ LL � r Ya-1/z-Ya "• 25.302 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.58 =LL U U o ©� d 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 r z ¢ ¢ '""°'° -a /3-Y3- 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 > y U) J a m 1/a-1/1/a -28.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 _74.1A +65.0 -67.5B Z " W w o, W J 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 0 1/3-1/3-1/3 30.186-36.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.8 W ® m 1/4_1/2_Ya "" -29.463 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.58 O I "s 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-Y3-1/3 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 a d o Ya_�_Ya -31.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.5B 0 120" 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 � w = o 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,�¢ -MIN.SASH WIDTH(FLANGE WINDOWS)= OVERALL WIDTH-58.556 -80.0 FOR GLASS TYPE 7 \111 1 I I I I 1 e-75.0 FOR GLASS TYPE 7 ��� p1Y LY/yN "MIN,SASH WIDTH(FIN 8 EQUAL-LEG WINDOWS)=OVERALL WIOTH__57.556 ,`��..•••• /j7j 2 ��,.• �10ENSF••.���� No.SB705 •� NOTES: 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR INTEGRAL FIN AND ���••. SATE F� •(���� EQUAL-LEG WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN i(�s '•,<ORIDP..•'•\_; THE TABLE TO DETERMINE THE WINDOW SIZE. /ONAL 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. 11 A.LYNN MILLER,P.E. P E.#587D5 TABLE 10: Sash Glass Types:8,10,11 Overall Sash Width Design Pressure(Ibs/ftZ)for XOX Windows Meeting Rail:Standard 1 �- 3/16"AN GLASS Width Configuration Range m �121-1/8" g g371.09 g g g `.�o^sG-.I -3/16"AN GLASS 12.038-12.052 +80.0 110.0 +8D.0 110.0 +80.0 110.0 +80.0 110.0 +80.0 110.0 +80.0 110.0 2 30 eS .��s s}•s arm nn 44" 3 3 F Overall H t. 29"Overall H t. verall H t. 49"Overall H t. 55"Overall H t. 63' Overall H t. I 1/3-1/3-1/3 12.053 15.008 +80.0 110.0 +80.0 110.0 +80.0 110.0 +80.0 110.0 +80.0 110 0 +80.0 110.0 12"NOM. ° g rim l'!a 8uiiik,Q Co i 1/a-1/ Y, 12.038-13.302 +80.0 -110.0 +80.0 -11010 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 I GLASS BITE u„e-- � � 49" - a EXTERIOR -�- NOM' 1/3-1/3-1/3 13.303-16.675 _+80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 /1� \" j 9mxm1 .r�ndua Con roi t / �� 1/2_%a 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)J /- 53-1/8" 1 1 1 � GLASS TYPE 8 /3-/3-/3 14.334-18.050 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" 1/4 1/Z-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 - - 1/3-1/3-1/3 16.303-20.675 +80.0 -110.0 +80.0 -110.0 +130.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 13116"NOM. 1/- 2- 4 1/ 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 r--�1�- GLASS STACK 4 II� 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 - 1/8"AN OR Y 1/3-1/3-Y3 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 - 3116"AN GLASS > w M ".N Y4-1/z-ya " -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 3 } -`7J ❑ q o 0 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 1 / N z w .'„° O� i219.OR�L16� I 12"NOM. O p�j w (n O 1/3-1/3-%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 / yyll GLASS BITE -� a Z Z EXTERIOR �� '. - - -- O LL O W O 1/a 1/z-Ya -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 / =of 0 \ 97" custom 25.303-27.185 +8D-0 -110.0 +80.D -110.0 +80.0 -110.0 +80.6 -110.0 +80.0 -110.0 +80.0 -102.7 0-3 LUz003AO ¢66 I`_ 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 -98.9 nC)> Ganvu_GLASS TYPE 10(ANNEALED) z m o z -28.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +BO.0 -110.0 +80.0 -101.0 +80.0 -90.5 GLASS TYPE_11 (TEMPERED) " w U) 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 mQ 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 W 00 -29.463 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 113-5/8" 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 O fn 1��45 GLASS TYPES 8-15 ] = W 1/ 1/ 1/ MAY NOT BE USED ¢ g Q 3- 3- 3 33.186-38.222 +80.0 -110.0 +80.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +g0.0 -92.3 a o WITH INTEGRAL FIN O 1/a-1/2-1/a " -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 Z Z r- Ui 120" custom 31.053-33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +B0.0 -110.0 +80.0 -102.9 +80.0 -91.5 _j Lu x 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 ¢, ,0o i '•MIN.SASH WIDTH(FLANGE WINDOWS)=OVE_RALL_WIDTH-58,556- 2 ` G 4Y LYNN %1 MIN.SASH WIDTH(EQUAL-LEG WINDOWS)=OVERALL WIDTH-57.556 \�Pa •'•�,,10ENSF'., 2 No.5B705 O 7 �- NOTES: ����'.• TE d�° y���� 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG i Cis •'F<.ORiDH•' WINDOWS. 0 THE WINDOW M THEZE. TIP-TO-TIP DIMENSION IN THE TABLETO ,'ONAL 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. A LYNN MILLER,P.E. P.E#58705 TABLE 11: Overall Sash Sash ows Glass Types:9,12,13,14,15 t Meetin Width Configuration Width( ) 21 1/8 Design e�ig 9�P 29"Overall gt. 7"Ovs OHgt. 9"Overall Hgt. 55"Overallll Hgtl Standard3"Overall Hgt. .090°SG I• 3/1fi'HS GLASSSS Range In I 12.038-12.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +BO.D -110.0 (23 301 -i 1/3 1/3-1/3 12.053-15.008 -80.0 -110.0 +8D.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 \�� 1/2`NOM, spprwedaff a P llhll rhrR GLASS BITE florliln •It�Cqq/4 �-/a2.038-13.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.049" EXTERIORw/1/3-Y-1/3 13.303-16.675 +80.0 -110.0 +8D.0 -110.0 +80.0 -110.0 +80.0 -116.0 +80.0 -110.0 +80.0 -110.0 'I] -\ %11nm1 Ucd _ -- V j� `4 VYV 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" /3 1 1/ 1/ GLASS TYPE 9 - 3- 3 14.334-18.050 +80.0 -110.0 +80.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +g0.0 -110.0 +g0.0 -110.0 61" �q_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 1 1/ 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 I� 13/16"NOM. /3- 3- 3 I `� GLASS STACK 1/4_1/2% 12.03B-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 _ 090`sG AIRSPACE- � 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_ TP GLASS 118"HS GLASS 1/3-�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 / ( LU w 1/q 1/Z % '• -24.082 +80.0 -110.0 +80.0 -110.0 +B0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7' `31 j.-I �74) Q zo 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 �1�OR'�1 B� I 12"NOM. (}9 N g' 0¢ GLASS BITE O w U) 1/3-1/3-1/3 26.186-31.048 +80.0 -110.0 +80.0 -110.0 +60.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 EXTERIOR _1 o a w o j t1/ 1/2_Y4 '• -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' Lu .0 , e n 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 " 7 Z Ji ,.,,a 33oR3 3B Hva w Cn 1/3-1/3-Y3 27.186-32.675 +g0.0 -110.0 +80.0 -110.0 +g0.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 GLASS TYPE 12(ANNEALED) LU Z Y 1/y •' -28.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -106.7' GLASS TYPE 13(TEMPERED) Z m o w rn 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 In o 1/3-Y3-%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 ® N Cr 1/4_1/2_Y4 •' -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. W =) GLASS STACK m = O /s 113 5l8" 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 I- = w 1/3-1/3-1/3 AIRSPACE 4 ---.090"SG ¢ 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 -110.0 T �' LL Z) d o 3116`AN OR, TP GLASS '118"HS GLASS O Z Z I� 1/4-1/2-1/4 -31.052 +80.0 -110.0 +80.0 -110.0 +B0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7' LD r 1 w 120" custom 31.053-33.185 +80.0 -110.D +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -107.8 ��7a) O ¢ LU = custom 33.186-38.222 1 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 01 0R y,� , OVERALL WIDTH-58.556 '��'' 1/2""MIN.SASH WIDTH(FLANGE WINDOWS)_ -110.0 FOR GLASS TYPES 9,12,13 8 15 �i GLASSS SITE i 2 EXTERIOR -MIN.SASH WIDTH(EQUAL-LEG WINDOWS)=OVERALL WIDTH-57.556 `� + OW LY\�.�SNN� GLASS TYPES 8-15 `3)01R(3�B ' �. No.58705 MAY NOT BE USED ^` WITH INTEGRAL FIN GLASS TYPE 14(ANNEALED) - :/] ,�- _ NOTES: •FRAM ES GLASS TYPE 15-(TEMPERED - - 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG OT FATE WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN THE TABLE i CAS '•. ORION G\�-�_ TO DETERMINE THE WINDOW SIZE. /7�S70NAL EN.\\�� 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. ,/l 11I I I I 1 I.. A LYNN MILLER,RE P.E.#58705 TABLE 12: Glass Types: 1 thru 7 GUIDE TO USING ANCHOR QUANTITY TABLES FOR XO/OX WINDOWS: Anchor Quantities 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 a a a a ri Head&Sill m Head&Sill m Head&Sill m Head&Sill m Head&Sill mApp—d a•complyig wkh IG20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 Ftorldo B u ng Co cD{8 \ NO;11 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 2ANCHORsI aANCHORs AT THE 2ANCHORS AT� IN THE ��«'• :f&Sit oW, t ANCHORS 37" 1+C2+1-- -2 1+C2+1 - 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 CENTERED AT THE THE FIXED LITE { SASH I MEETING RAIL -- - - ' JAMB_ j 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. r 67" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1• 3 911 — I II74" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1• 3 _ rL� _T_- = -- - '1+C2+1 FOR GLASS TYPES 1,4&5 1 -- ---- I, 9"MAX. /TABLE 13: 22-12" _�-Glass Types:'8 thru 15 A o o 6 00 Y Anchor Quantities forXO&OX Windows '_MEETINGRAIL w z 7 rn Meeting Rail:Standard f > w M � Overall REPEAT ANCHOR PATTERN AT SILL O C 22-1/8"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. o r o to rn Width M a a a a > o Io0 0 Head&Sill Head&Sill ' Head&Sill ' Head&Sill ' Head&Sill 12„Max.D.C. -.�-- -- ►1 5"MAX.O.C. -- r-- O� z Q J O a h W O 20" 1+C2+1 2 .1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 4-- -1----- z w coo m E I` 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 — t U Lw.> o w� J "M9n v 37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 �� _��/� �� o j v ¢ co // I` a z 49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 /� ,/ Z S o 61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C3+1 3 1+C3+1 3 —-� w w J J m LL J P7�1 1+C2+1 2 2+C2+2 2 2+C2+2 3 2+C3+2 3 2+C3+2 3 � OO2-ANCHOR 3-ANCHOR2+C2+2 121 2+C2+2 121 2+C2+2 131 2+C3+2 131 2+C3+2 141 - ® m ri CLUSTER DETAIL CLUSTER DETAIL _ F- -- - — -- --- # Lr z m-. i O TABLE 14: 4"MAX.O.C. —III + - ¢ ? Qo Glass Types:8 thru 15 -.--------�._� o � Anchor Quantities for XO&OX Windows — --'--- -- z Meeting Rail: Heavy-Duty ` // w � O Width Overall 22-1/8 Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. 76"Overall Hgt. // / L' ¢ zz x Head&Sill Head&Sill Head&Sill m Head&Sill m Head&Sill m Head&Sill �/ 11 " cc t37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 `` ONY•LYN/y. 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 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 ; _�} N0.58705 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 = __ NOTES_ - 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 '. �2 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG �.(� ATE dF' 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 F<oRIOP.. WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN THE TABLE ,/�s \ 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 TO DETERMINE THE WINDOW SIZE. S70ty sl G 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. //!III 1 A.LYNN MILLER.P.E. R E.N 58705 TABLE 15: Glass Types: 1,4,5 Oremll Sash Anchor Quantities for XOX Windows Meeting Rail:Standard Sash 12^MAX.o C. -� Width 21-1/6"O%erall Hgt. 29"Overall Hgt. 37"O%erali Hgt. 1 49"Oeerall Hgt. 55"Overall Hgt. 63"Overall Hgt. I Width Configuration Range(in) Head&Sill E Head&Sill Head&Sill Head&Sill Head&Sill E Head&Sill E _ 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 AA Y4-1/Z4 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 31 1+C2+1+C2+1 3 1+C2+1+C2+1 31 land.0 ridingKU- I / 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 vote49° �4 1/2-14 11/3 1/3-'/a 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 - .� �DmtcO' 1 1 2-ANCHOR , /a-/z-/a 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 -- 53-118" CLUSTER DETAIL 1/3�/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" 1/4_1/Z Y4 12.038-16.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 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 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-Y3 j/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 ci °D Y 1/4_1/Z% -- -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 LU ? o 92-1/8" custom 24.083-26.185 1+C2+2+C2+1 2 E2 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 0 0 1/3-1/3-/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 }U � ,roc O 4 o Ya-1/z 1/a 25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 21 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 0 T w co O co 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 0-j o a N W o Z LL rOp m s r- custom 27.186-31.03E 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 =L U c) o e� 1/a-1/z 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 co Q Q ..rrr,c , 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 rn 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 U W W m 120" 1/4-1/2-1/4 31.038 1+C2+3+C2+1 21 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 J m OVERALLWIDTH__57.924 _j ¢ O LL "MIN.SASH WIDTH(FLANGE WINDOWS)= -- 2 O ~ "MIN.SASH WIDTH(EQUAL-LEG WINDOWS)=OVERALL WIDTH-56.924 ® m N 2 GUIDE TO USING ¢ ,aarls ANCHOR QUANTITY_ �� TABLES FOR XOX j 1+C 3+02+1,3 -- < � a 0 O WINDOWS__:_ - 2 z O \ \ w _ _ \_._ 1 U � CLUSTq CLUSTER S 3 ANCHORS U Q Q ANC ANCHORS IN THE 1 AN_HORAT CENTERE """" CENTERED AT THE THE SASH ANCHORS AT JAMB_ / MEETI MEETING RAIL HE FIXED LITE NY LYN 22-1/2"MAX.O.C. �{ I// (0� r1ANCHOR AT � ,��.•.•......9"MAXIy._ 12"MAX . I THESASH �, al.•' UCENSF r �� 'TI 'u i• No.58705 - _ ------ L.r-�- -__--.__. � l 9"MAX. •+i _ O i.'X1 J� TTE� �/ NOTES: 0�.•• S IO ..' 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG MEETING RAIL=/ REPEAT ANCHOR PATTERN AT SILL %�S•'•.c50RIWI •:\� ` WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN THE TABLE s •.• G TO DETERMINE THE WINDOW SIZE. �7 TONAL o��' rIIIIIIIIII` 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. A.LYNN MILLER,RE P.E.#58705 TABLE 16: Anchor Quantities for XOX Windows Glass Types:2,3,6,7 Sash Meeting Rail:Standard Overall Sash Width 21-118"Overall Hgt. 29"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. 12•MAX.O.O. --I� --- ►' Width Configuration Range(in) Head& SillHead&Sill a Had&Sill aMSillHead&Sill m & `\ 44" Head&Sill 1/4 1/2 1y4 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 \ v//// �. / sppruVO as-plying Wi1411m wwr P 'di gC 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 /I Dtc ll 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 _._i`/ VVOu- - ' 49" 1/4-1/i 1/4 k•)13m1©t-0c Produce Con - 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 1 1 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" /q-/Z-/q CLUSTER DETAIL %--1/s 1/3 14.334-18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 21 1+C2+1+C2+1 12 1+C2+1+C2+1 131 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/a-yz�/4 12.038-16.302 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 31 1+C2+1+C2+1 3 61" 6"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+C2+1+C2+1 3 1/q 1/Z Yq 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 I' ' w 1/3 1/3 1/3 22.18B-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 �__ / // > ? y `o co 1/q_YZ Yq 24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 \ 0_ w 0 ''4 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 }n w ,�o O o'e 1/3-Y3-1/3 26.186-31.048 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 3-ANCHOR O rai z U Z 1 1 Y " -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-� o a y g w o /q-/z- q CLUSTER DETAIL LL 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+C3+2+C3+1 3 2 U `_' d 7 1/3-Y3 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 ¢ 1/q /z?/q '• -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 n> U) J•;I 109" custom 28.303-30.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 Z 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 O1 ° 1/3 1/3?/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 o U W m J 1/q_1/2-1q •• -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 F ON 113-5/8" custom 29.464-33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 31 1+C3+3+C3+1 3 ® nj F GUIDE TO USING ANCHOR QUANTITY N F 1/3-%J/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: p Z 7;zv Q 1/q_7/Z 1/q 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 E 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 31+ +r 211�i31- z O p, custom 33.186-38.222 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 \\ _ MIN.SASH WIDTH(FLANGE WINDOWS)= OVERALL WIDTH-56.$56 _1Z Q J \ v 2 MIN.SASH WIDTH(EQUAL-LEG WINDOWS)=OVERALL WIDTH=57.556 _ \ 2 CLUSTER OF CLUSTER OF 2 i 3 ANCHORS � HORS ANCHOrIRS CENTERANCED ATTHE J --- CENTERED AT IN ) ��`�`�Ny LYNN 1 ANCHOR AT / THE SASH 3 ANCHORS AT MEETING RAIL I - MEETING RAIL I - -)/ ` �0•'L10EN3F ��(�i THE FIXED LITE 22-112"MAX.D.C.r-�{ - P.: ••.'P III^ 1 ANCHOR AT 9"MAX. _ _ I I I - 12"MAX.O.C. THE SASH _ *; No.58705 x NOTES: _ _ . yJ•'•. /l s--S •:•��� L_ 9"MAX. T O •. STA E OF 1 OVERALL(TIP TO TIP DIMENSIONS SHOWN.FOR EQUAL-LEG 7P-11 O X ° --" '•FLORIDP.WINDOWS,UBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN THE TABLE __ _ �/ \ i SS ••••• �C'l� TO DETERMINE THE WINDOW SIZE. ,7•-MEETING RAIL REPEAT ANCHOR PATTERN AT SILL ////;�NAL1E,���� 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, 11 O%erAnchor Quantities for XOX Windows Sash Meeting Rail:Standard Wilt l Sash - --►I Width Configuration Width 21-1/8"Overall Hgt. 29"Overall Hgt. 37"Overall Hgt. 12"MAX.O.C. 49"Olerall Hgt. 55"Oeerall Hgt. 63"Overall Hgt. Range(in) 'o a a a a a Head&Sill ' Head 8 Sill m Head&Sill ' Head&Sill Head&Sill ro Head&Sill � ` 1/4-1/z-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 /// F/7/� gppruveGduuernmplyingalt6r6� 1/ 1/ 1/ 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 --�/ DatoP1.6du,_ l]l14•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 40AN 49" 1/4'1/2'1/4 l Yif Da&Produd C :ml 1/ 1/ 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 t - 3- 3- 3 2-ANCHOR •-- 1/4-1/z-%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" 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" 1/4 Y2-1/4 12.038-16.302 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 6"MAX.D.C. / / h. 1/3��13 16.303-20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1/4-1/2--1/4 12.038-20.052 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 76" custom 20.053-22.185 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 Y 1/3_1/3_1/3 22.186-25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 / �j/l/ j y - 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+3+C3+1 3 �-J O qq o 0O 92-118" 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 _ N i W °�°c 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 3-ANCHOR 0 1 O Z 1y-/Z y4 -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 OZ LL m S� 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 =W C) W- v H N 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 o w a !Nl' 1/a-1/2--1/4 " -28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 0> a' a Z_ rn 109" custom 28.303-30.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 Z " W W m 1/3_7/3 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 _j S 110 IS 1/4-1/2-1/4 •• -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 IY } 113-5l8" 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 GUIDE TO USING ANCHOR QUANTITY ® N Pj L TABLES FOR XOX WINDOWS: " z ,,,;,s 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 � = 7 '/41/2-1/4 31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 _ _ __ / a 0 Q 120" custom 31.053-33.1B5 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+C2+3+C2+11,3 Z p r� 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 I _ \ Z 2 '•MIN.SASH WIDTH(FLANGE WINDOWS)= OVERALL WIDTH-58.556 Q Q 2 __ __ OVERALL_WIDTH-57,556 CLUSTER OF 2 CLUSTER OF 2 '�-'- --"- "�`� 'sa0>a=5 '•MIN.SASH WIDTH(EQUAL-LEG WINDOWS)_ - 3 ANCHORS 1 2 - ANCHORS OR INTHE 1ANCHOR AT CENTEREDATTHE CENTERED AT THE ��� THE SASH_ MEETING RAIL 3 ANCHORS AT MEETING RAIL 'L-JAMB -- / `\���pN........ THE FIXED LITE I__._. .__._ _ / �ICENSF'•.C� 22-112"MAX.O.C.I / / 1 ANCHOR ATI/� 9"MAX. -�\I ��'- I I- {�- 12"MAX.O.C. THE SASH f _ .' No,..58705 ` kl NOTES' ? -. 1T'7 �-__'I r __,�.- r /i- __�_ ��O••, I l�--J /O Ir i r-'//----x .J l- - l 9,�MAX. <C/1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG Q X i -_ •• ATE F - (WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN THE TABLE - -- + i s .FCORIDPG...... TO DETERMINE THE WINDOW SIZE. - . �77 S/O St , 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. ETING RAIL REPEAT ANCHOR PATTERN AT SILL '77 j1NAL11\�� A LYNN MILLER,P.E. P.EJt 58705 TABLE 18: 12"MAX.O.C. --r---_----►�' Anchor Quantities for XOX Windows Glass Types:9,12,13,14,15 Sash Meeting Rail:Standard Overall Sash - - -- - Width Configuration Width 21-1/8"Overall Hgt. 29"Overall Hgt. 1 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 1 63"Overall Hgt. Range(in) a a a Head&Sill ' Head&Sill ' Head&Sill O Head&Sill ' Head&Sill Head&Sill ' 1/4_1/2-1/a 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 -- ,Pp'o+Yd o-plying whp m, 44" 1 1/ 1/ F1wid.It dding Cod /3� 3- 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 valc 2-ANCHOR 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 �b8O3�mtrvane9roiluctC '' 49" CLUSTER DETAIL 1/3 1/a-%a 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 12.038-16.302 1+C2+2+C2+1 21 1+C2+2+C2+1 2 1+C2+2+C2+1 21 1+C2+2+C2+1 3 1+02+2+C2+1 3 1+C3+2+C3+1 3 ---- - --- ----' 1/3_1/3_1/3 16.303-20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1/4 1/y4 12.038-20.052 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 76" custom 20.063-22.185 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 �- _ > ? o U)) w co n3N -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 OE rc o o O 92-1/8" custom 24.083-26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 CLUSTER__DETAIL >_LO 'o 7 O Q 1/3_7/3 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`r ;w u) O •J co a h 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+4+C3+1 3 4"MAX.O.C. i�-- O LL 0 ms ' 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+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 =L J r- 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 ---- F w %4_%2_%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 t r_> > rn 109" custom 128.303-30.185 1+C2+3+C2+1 21 1+C2+3+C2+1 2 1+C2+3+C2+1 12 1+C2+3+C2+1 13.1+C3+3+C3+1 3 1+C4+3+C4+1 3 - / / Z m ° Df LU U rn 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 LL ¢ O %4_1/2_1/4 `• -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+04+1 3 e 0 v 113-518" 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 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 = p Q 2 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+4+C2+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 D Q o 120" custom 31.053-33.185 1+02+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 D_ custom 33.186-38.222 2+C2+2+C2+2 2 2+C2+3+02+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✓~ 1+3+'C C241 113 -- `\�\ OVERALL WIDTH-58556 / c) J Z 2 ••MIN.SASH WIDTH(FLANGE WINDOWS)= 2 ` �� �� ¢ ¢ ovERALL WIDTH-57.556_ GUIDE TO USING / MIN.SASH WIDTH(EQUAL-LEG WINDOWS)= - - - --- - /�_ _ __- 2 ANCHOR QUANTITY CLUSTER OF CLUSTER OF 2 \ 3 ANCHORS AA TABLES FOR XOX -- l" ANCHORS ANCHORS IN THE ONY LYNN -- -- -- 1ANCHORAT CENTERED AT THE - - CENTERED AT THE �`.•• WINDOWS: THE SASH 1 MEETING RAIL 3 ANCHORS AT MEETING RAIL JAMB C1� f [THE FIXED LITE 22-1/2"MAX.O.C.I - �� - 1AHOR AT/% _11. : No.58705 9"MAX. 12"MAX O.C. ,I THE SASH NOTES: , _l !A _ r_^ _.11 t� _-'_ - J •vl .2-S .�� L___-__.1 t__ __� - . 9"MAX. % P p 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG � iC� �'•.,,<ORIDI',.••G���� WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN THE TABLE X i O X _ -, S ••.-- • TO DETERMINE THE WINDOW SIZE. 1 _--_, _; ///S'O l NAL 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 �s— EDGE DISTANCE EMBEDMENT I SEE TABLE 1l4"MAX.SHIM NOTE B,FOR EMBEDMENT HEAD TYPE SASH VISIBLE ®r�-'FE 4 --- I LIGHT WIDTH ' 1/4-MAX. "i=--' EDGE * npproved a+camplyitrR wfih rm. �. —� EMBEDMENT EDGE Florido idI qC SHIM �__ -_ DISTANCE 17 DISTANCE Dute a. 2t718 ---- --- + J 35 I, 40A# 1 DdFTYP.ANCHOR TYPE, FIXED VISIBLEEMBEDMENT AND EDGELIGHTWIDTHDISTANCE PER SUBSTRATE,SEE TABLE 19. . • • 12"LENGTH,CENTERED I' 63 EXTERIOR 1 20 ABOVE SASH 16 v :? TYPANCHORTYPE, TYP.ANCHOR TYPE, EMBEDMENTAND EDGE EMBEDMENTAND EDGE DISTANCE PER OVERALL WIDTH DISTANCE PER SUBSTRATE,SEE TABLE 19 ao SUBSTRATE,SEE TABLE 19 &NOTE B FOR HEAD TYPE. W HORIZONTAL SECTION A-A y &NOTE B FOR HEAD TYPE. 7 rn (SHOWN WITH I.G.GLAZING) Q W o co VISIBLE '- LIGHT 11 I+- 1/4"MAX.SHIM N i w °lots W Q' HEIGHT 17'—'T- Q raj (1) Z HEIGHT OVERALL 4 r INSTALLATION O LL Cj aF W 52 OPTION 4 2 LL m o 799 ANCHORED THROUGH V L) LU / 51 50 FRAME INTO METAL H U.1 a F0��r 50 f/ Z o Z JJ TYP.ANCHOR TYPE, O 13 EMBEDMENTAND EXTERIOR EDGE DISTANCE W LL 10 40 50 PER SUBSTRATE, J Z O 19 I SEE TABLE 19. K Z r ® m 1J 14 15 MIAMI-DADE APPROVED MULLION,FBC LL 7 COMPLIANT ALUMINUM/STEEL FRAMING _ Z �aa45 OR STEEL STUD.MAY BE VERTICAL OR t- = O 6"LENGTH,CENTERED HORIZONTAL SECTION C-C HORIZONTAL.SEE SUBSTRATE AT MEETING RAIL, (SHOWN WITH MONO.GLAZING) PROPERTIES,TABLE 19. LLO 2 O ANCHORED WITH(4) 18 SCREWS,(P#60). g Q ONLY REQUIRED IF NOTES: cwi U) W 36 OVERALL HEIGHT IS JQ Z = OVER 63 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 19:&�pnn aqq 'sap sa 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 • OF THE WINDOW. Southern Pine(SG=0.55) 9/16, 1-3/8" SUBSTRATEEMETAL `\\tt11YILY1v1v 2)MASONRY ANCHORS MAYBE USED INTO WOOD AS PER TABLE 8- Steel' Aluminum,6063-T5 min. 3!8" 0.063" ,`�,ON...•...N,�� 1!4"MAX. EMBEDMENT 18-8 or 410 B)USE ONLY FLATHEAD �1 �ICENSF '•�( 'i SHIM 19.ALL WOOD BUCKS LESS THAN 1.1/2"THICK ARE TO BE SS Screw A36 Steel 3/8" 0.063" ANCHORS IN HEAD AND CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKSARE Steel Stud,Gr.33 min. 3/8" 0.045"(18 Ga) SILL.PAN/HEX/FLATHEAD No.58705 •� l EXTERIOR _ OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. = • WOOD BUCKS DEPICTED AS 2X ARE 1-i 12"THICK OR GREATER.IX Concrete(min.3.35 ksi) 1" 1-3/4" TYPE IS ALLOWABLE FOR _ * 1/4"410 SS ANCHORS IN THE JAMBS. EDGE TYP.ANCHOR TYPE, AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY CreteFlex Ungrouted CMU,(ASTM C-90) 2-1/2" 1-114" -_ 1. c• I+ DISTANCE EMBEDMENT AND EDGE TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN Southern Pine(SG=0.55) 1" 1-318" av C)"UNGROUTED CMU" ATE•44/ DISTANCE PER SUBSTRATE, AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER . O SATE 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 Ungrouted CMU,(ASTM C•90) 2-1/2" 1-114" GROUTED CMU F(ORIDP,. ' \C' ANCHORED THROUGH FRAME Ultra on APPLICATIONS. /'iSS/ ""' NG`1 DIRECTLY INTO CONCRETE/CMU. 3)VISIBLE OPENING)S MEASURED FROM BEADING TO BEADING. Sou them Pine(SG=0.55) 1" 1-3/8" 'i//OIVAL I� � _ VERTICAL SECTION B-B A.LYNN MILLER,RE 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. EDGE DISTANCE EMBEDMENT 1/4"MAX.SHIM _ 6 - EMBEDMENT SASH VISIBLE �( I 12 1/4"HAX LIGHT WIDTH nn. _�_'� •-."C) EMBEDMENT EDGE . "e 17 •, * EDGE MpPru?4-covoisgwaah DISTANCE DISTANCE !a"!6 �6 35 Gsz I TYP.ANCHOR TYPE, - I FIXED VISIBLE 1M awl Bad_s_Producl tnt� LIGHT WIDTH - EMBEDMENT AND EDGE � DISTANCE PER SUBSTRATE, SEE TABLE 20. ,nn.�•v�nr rnM✓.i�•wi � ��• " • 63 EXTERIOR 3 12"LENGTH,CENTERED �"( ,8 20 ABOVE SASH 16 v TYP TYP.ANCHOR TYPE, EMBEDMENT E ANCHOR TYPE, EMBEDMENT AND EDG EMBEDMENT AND EDGE BUCK WIDTH - DISTANCE PER DISTANCE PER SUBSTRATE,SEE TABLE 20 SUBSTRATE,SEE TABLE 20 W = W &NOTE B FOR HEAD TYPE. HORIZONTAL SECTION A-A &NOTE B FOR HEAD TYPE. > h m J•t (SHOWN WITH I.G.GLAZING) O F o O Op VISIBLE }ti atop O HE GHT in, —�I 1/4"MAX.SHIM O w W O BUCK 6 J J O a Z O HEIGHT 52 INSTALLATION Z o'. _3LIJ OPTION 4 =LU ANCHORED THROUGH tjj U 'To n ( 51 50 FRAME INTO METAL H W a ~ pMp o 50 > R l TVP.ANCHOR TYPE, O a z 13 / _ EMBEDMENTAND Z W O O? EXTERIOR EDGE DISTANCE J J lL 10 40 50 �( I PER SUBSTRATE, J J O �J SEE TABLE 20. O 14 15 N C7 W 9 MIAMI-DADE APPROVED MULLION,FBC -L1T._ laa+tq COMPLIANT ALUMINUMISTEEL FRAMING O= O HORIZONTAL SECTION C-C OR STEEL STUD.MAY BE VERTICAL OR 6"LENGTH,CENTERED AT HORIZONTAL.SEE SUBSTRATE w ao MEETING RAIL, (SHOWN WITH MONO.GLAZING) PROPERTIES,TABLE 20. O ANCHORED WITH(4) Z Q 16 SCREWS,(P#60).ONLY w H 36 REQUIRED IF BUCK NOTES: O J Z = HEIGHT IS OVER 62". 1 USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 20: aqi� osap sauac TABLE 20.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. Min.Edge Min. A)MIN.OF 3 THREADS ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE Anchor Substrate Distance Embedment r I 1 I I OF THE WINDOW. BEYOND THE METAL \\I111 ,! Southern Pine(SG=0.55) 9116" 1-3/8" SUBSTRATE. �� NY LYN/y /, 114"NIAX. #12 Steel, ' •••• • Aluminum,6063-T5 min. 3/8" 0.063" \ �`•• SHIM EMBEDMENT 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 18-8 or 410 B)USE ONLY FLATHEAD t1�,•' VICENSF'•,(� • 20.ALL WOOD BUCKS LESS THAN 1-112"THICK ARE TO BE SS Screw A36 Steel 3/8" 0.063" ANCHORS IN HEAD AND _ CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE Steel Stud,Gr.33 min. 3/8" 0.045"(18 Ga) SILL.PAN/HEX/FLAT HEAD yF No.58705 OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. EXTERIOR P.ANCHOR TYPE, Concrete(min.3.35 ksi) 1" 1-3/4" TYPE IS ALLOWABLE FOR $t•-_ WOOD BUCKS DEPICTED AS 2X ARE 1-1 J2"THICK OR GREATER.1X 1/4"410 SS 1/4" ANCHORS IN THE JAMBS. _ EDGE TV AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY CreteFlex Ungrouted CIVIL,(ASTM C-90) 2-1/2" 1- DISTANCE EMBEDMENT AND EDGE TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN Southern Pine(SG=0.55) 1" 1-3/8" ITS' DISTANCE PER SUBSTRATE, C)"UNGROUTED CMU" %O• TE ��� INSTALLATION OPTION 2 SEE TABLE 20. AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER Concrete(min.2.85 ksi) 1" 1-3/8" VALUES MAY BE USED FOR a OR ARCHITECT OF RECORD. 1/4"Steel GROUTED CMU %� •••tOR10 P,.''��� ANCHORED THROUGH FRAME Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" S ••..• C) Ultracon APPLICATIONS. S�Q �N DIRECTLY INTO CONCRETE/CMU.. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TOAS Southern Pine(SG=0,55) 1" 1-3/8" /,OVAL j t 11�� - DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. A LYNN MILLER,P.E. VERTICAL SECTION B-B P.E.#58705 INSTALLATION OPTION 5 ' ANCHORED THROUGH FIN INTO 2X INSTALLATION OPTION 5 EDGE DISTANCE WOOD FRAME OR BUCKSTRIP. EDGE If— EDGE ANCHORED THROUGH FIN INTO 2X 1/4"MAX SHIM DISTANCE DISTANCE WOOD FRAME OR BUCKSTRIP TYP.ANCHOR TYPE,EMBEDMENT �I EDGE DISTANCE O . i TYP.ANCHOR TY II PE, I �) AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 21. 114"MAX SHIM EMBEDMENT AND EDGE 1I II I I I DISTANCE PER SUBSTRATE, 1 EMBEDMENT I it I f I I ` SEE TABLE 21. 1111 SASH VISIBLE 5 j RSPwnd mcnvtPlyia"q trpi i;r.+ EDGE -..- - _ 1 \ ' 12 / Ftod:tu 7uidiog Co _ _ LIGHT WIDTH I DISTANCE\- i- ���._� I 17 I i I EMBEDMENT 3�yy V EDGE i ` _ YJ::sS br..E:Plndact nhal.. DISTANCE --- _ EMBEDMENTFIXED VISIBLE I Ln) �� LIGHTWIDTH II 1 I MAX. SHIM ✓.,w�.v.�n nn�iww�.�. .. 12"LENGTH,CENTERED 83 EXTERIOR 2 20 ABOVESASH 16 11514 15 TYP.ANCHOR TYPE, EMBEDMENT AND EDGE 1/4"MAX.SHIM eo DISTANCE PER r BUCK WIDTH - W z N SUBSTRATE,SEE TABLE 21. > va co O "N HORIZONTAL SECTION A-A E22 INSTALLATION (SHOWN WITH I.G.GLAZING) O u) �� O � 11 OPTION 6 >-N w ''°n 0 VISIBLE ANCHOREDTHROUGH (!) Z LIGHT 5 INTEGRAL FIN INTO METAL Q J O a W O HEIGHT 52 Z LL tOp m BUCK 2 L'j --2 HEIGHT U C) O � H 2 OD J u""; s1 50 cmn�re o S2` �LJ a z ca 50 u J EXTERIOR af L LL 13 50 O W 10 40 © N IV F- 14 15 ? 19 MIAMI-DARE APPROVED MULLION,FBC 0O Z lauu5 COMPLIANT ALUMINUM/STEEL FRAMING TYP.ANCHOR TYPE, = O 8 OR STEEL STUD.MAY BE VERTICAL OR EMBEDMENT AND EDGE 2 HORIZONTAL SECTION C-C HORIZONTAL.SEE SUBSTRATE DISTANCE PER SUBSTRATE, PROPERTIES,TABLE 21. SEE TABLE 21. Z (SHOWN WITH MONO.GLAZING) z lY U ¢ Z = 36 NOTES' TABLE 21: �li'Isa0=�!•'S 1f4"MAX Min.Edge Max. Min. Anchor Substrate SHIM 1)USE ONLY SUBSTRATE-APPROPRIATE Distance O.C. Embedment 1ltt 11 llll// ANCHORS LISTED ON TABLE 21.FOLLOW 2-112"x.113"Box Nail Southern Pine(SG=0.55) 5116" 5" 2-7116" •��\ `�Y LYNN --- EMBEDMENT AND EDGE DISTANCE �� 2-112"x.131"Common Nail Southern Pine SG=0.55 3f8" S. 2-7116" ` �`•• EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION ( ) \�'�.• 1}GENyF'•. EXTERIOR %_—�� SHOWN MAY BE USED ON ANY SIDE OF 2•1l2"x.145"Roofing Nall Southern Pine(SG=0.55) 318" 5" 2-7116" � Q-;' •,� = THE WINDOW. 2-1/2"x.145"Roofing Nail Southern Pine(SG=0.55) 318" 5" 2-7/16" No.58705 - �� =EDGE DISTANCE Southern Pine(SG=0.55) 112" 5" 1$/8" 1 2)VISIBLE LIGHT WIDTH OR HEIGHT #10 Steel Trusshead Screw or -__—_- --- 1 (ALSO REFERRED TO AS DAYLIGHT 0.125"Aluminum,6063-TS min. 5l16" 5" 0.09" �11 #12 Steel, 18-8 or410 SS •. �IEMBEDMENT TYP.ANCHOR TYPE,EMBEDMENT OPENING)IS MEASURED FROM BEADING Screw 0.050"A36 Steel S116" 5" (.050" '.. STA •f✓✓ INSTALLATION OPTION 5 AND EDGE DISTANCE PER TO BEADING. 0.045 (18 Ga)Steel Stud,Gr.33 min. 5l16" 5" 0,045" 0�' F ANCHORED THROUGH FIN INTO 2X SUBSTRATE,SEE TABLE 21. 3 ANCHOR TO BE INSTALLED WITHIN 1)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. �SS1 C1G WOOD FRAME OR BUCKSTRIP. 2-112"OF FIN CORNER. ///0NAL r1` 1/111111/ VERTICAL SECTION B-B A.LYNN MILLER.PE. P.E.#58705 2.724" 1.488" .987"5 i+ - - 2.724' 5g5g5q���---I-I- - r L - i JI 3.184" � _ -- -- •tnPrnvrd ss em:r1':ri.^.�••ita tu: 2.560" 2.786" "2.786" 2.786" e`irri8a piuing C'uh• r i f I `� Tr72s:1 Rt r,G or,4x:7� 60" ----- osz" osz"------ -��--- .062" .062" -� 062" .062" --� -I '\1,HEAD,FLANGE FRAME 3O FIN FHEADRAME INTEGRAL O LEG FRAME RAME L LJ FARAME FLANGE 0 F NMB.FRAMEG�L lJ FRAME DUAL LEG 2.724" 2.724" �--=i �- 2.724" --_._.� - 1.246" .040" -- 1.513" O 3.151" .808"�-+-- �i .875 3.651" 3.908" o arc0 Q 4.276„ INSTALLATION (0,V a w O 17 1. Z .062" WINDLOAD ADAPTER Z O o W o .062" 062" .062" li =lL ' J '] W U oo 1415" W uv.... i a r �-- - �sl SILL,EQUAL LEG FRAME71011 _1 ---- W Of l'�SILL,FLANGE FRAME J FIN FRAME `tJ SILL ADAPTER 06� Ir '040 J -j 0 2.105" - �g SILL,INTEGRAL -_I O O T 2.211 - `te�SILL TRACK CJ ANTI-LIFT CLIP .062" r---_ 2.149" -'-- 1.300" f ��_� T -7ts1� _-�.630"{+__ .464" --�-1 �� _ 0 I:+a4s 1.803" (� .360" -'"" S = to .062 F 1 1.138" r�i -h LL Z) - o 2.273" 1.136" yL!�_�S' 797" 798" O - fI� 1.300" _ _._1�I1 1 _. �i 1.032" �_ ILI" � I} � Z j t` .062" _► .100" - .. -I .045" f .065" __�IIr�-- tW-7 7 .770 .120" - 070" --� J X = tt w SASH PULL RAIL iz SASH LOCK RAIL t3 SASH TOP 8 BOTTOM RAIL t4 HD MEETING RAIL u STD MEETING RAIL (D SCREEN ADAPTER i?tA IG BEAD ste IG SNAP BEAD \1lt tllll -� HOT-MELT \��� ��Y LYN,y .050" .045" TABLE 22:MATERIAL PROPERTIES USED SILICONE BUTYL ALUMINUM pOLYISOBUTYLENE DESICCANT FILL ,`� ' FOR ANCHORAGE CALCULATIONS: REINFORCEMENT SEAL 5/16"NOM. v. VICEN,pF STRUCTURAL r Malorial Min.Fy Min,F" POLYISO- 1l4"NOM, 3N 6"NOM. ' SILICONE •. Sleel Screw _ 92 W 120 W BUTYLENE WITH Y STRUCTURAL BUTYL 8 5A6"NOM. i}' SEAL _*:' NO.58705 - 795" F . .795" 188 Screw 60 ksi 95 ks1 DESICCANT ROLL-FORMED 410 Screw 90 ksi 110 ksi SILICONE / DESICCANT FOAM STAINLESS STEEL - _ FOAM WITH Elco UltraCor� 155 ksi 177 ksi EXT.GLASS-� 7Zw)l.612" 410 SS Elco CmteFle G 127.4 ksi 189.7 ksl // DESICCANTEXT.GLASS EXT.GLASS - le ' T 492" 1-- EXT.GLASS 6063-TS Aluminum 16 ksi 22 ks1 INT.GLASS 7INT.GLASS %/�ss.;c(ORIDP.,••G���� 7116"BEAD @4 5/16"BEAD A38 Steel 36 ksi 58 ksl � INT.GLASS INT.GLASS ' Gr.33 Steel Stud 33 ksi 45 ks1 KODISPACE C7SUPER SPACER® C)DURASEALP1 XL EDGE" ///;ANAL 1170 4SG TIPS 71 NXTTM 72 SPACER \73�SPACER 11111III11 A.LYNN MILLER,P.E P.E.#58705 TABLE 23: Item# Part# Description Material 1 624038 Head,Flange Frame Alum.6063-76 ASSEMBLY DETAILS FOR 2 624039 Head,Integral Fin Frame Alum.6063-T6 XOFLANGE FRAMES 3 624040 Head,Equal-leg Frame Alum.6063-T6 (OTHER FRAME TYPES& v 4 624001 Jamb,Flange Frame Alum.6063-T6 CONFIGURATIONS SIMILAR) 1 , I61l,�i 1?r' 61) 5 624028 Jamb,Integral Fin Frame Alum.6063-TB , Approved uzeampfyiaBtvW rGn 6 624028 Jamb,Equal-leg Frame Alum.6063-T6 q 7 624035 Sill,Flange Frame Alum.6063-T6 } I%rw B ddin C 8 1 624036 Sill,Integral Fin Frame Alum.6063-T6 %A 9 624037 Sill,Equal-leg Frame Alum.6063-T6 10 624034 Sill Adaptor Alum.6063-T6 11 624043 Sash Pull Rail Alum.6063-TB 12 624006 Sash Lock Rail Alum.6005A-T61 4 13 624041 Sash Top&Bottom Rail Alum.6063-T6 14 624027 HD Meeting Rail Alum.6063-T6 15 624005 Sid.Meeting Rail Alum,6005A-T61 C 16 624047 Screen Adapter Alum.6063-T6 17 624051 Installation Hole Cover Alum.6063-T6 r 18 64125M Windload Adapter Alum.6063-T6 19 624042 Sill Track Alum.6063-T6 00LU Y 20 624015 Anti-Lift Clip Alum.6063-TB I /41 y r'or 21A 624009 IG Bead Alum.6063-T5 Elf 21B 624011 IG Snap Bead Alum.6063-T5 O Lo w �00 O} Q 23 624026 7116"Lami Glaz.Bead Alum.6063-T6 C0 N z y O 24 624013 5116"Lami Glaz.Bead Alum.6063-T6 0 a Z Z o 30 6TP247 Glazing Bead.Bulb Vinyl for#624013&#624026 Vinyl O -j W ro �_ 31 6TP248 Glazing Bead,Bulb Vinyl for#624009&#624011 Vinyl Z m v ' r n 32 712653K Mono setting Block 3137'X 114"X 1" Neoprene 31 H Z OD i a Q R'" 33A 71715K Lami IG Setting Block 1/8"x 3/4"x 1-1114" Neoprene 63 o w 33B 624014 IG Snap Setting Block Vinyl / 12 no a Z 35 724045 Sweep Latch Cast Znc 36 7129B Weep Hole Corer Vinyl ::j U) LL O 37 41722 Hole Plug Vinyl Cl-5 14 O LuQ 38 724021 Lock Rail Coer, LH&RH) Vinyl of w 39 724050 Pull Rail End Cap Vinyl 40 724048 Roller Housing&Sash Guide Vinyl # 2 0 W JaauS 41 724052 Roller Wheels Brass { = Z 42 724054 Sash Top Rail Gasket,(LH&RH) Polyethylene 1 _ "y� ° ¢ 0 43 724055 Sash But Rail Gasket,(LH&RH) Polyethylene `.4J �13 �(jl 44 724057 Frame Header Gasket,(LH 8 RH) Polyethylene36 � \ 39 cc 45 724058 Frame Sill Gasket,(LH&RH) Polyethylene 47 .J O 2 ¢ m 46 724063 Meeting Rail Gasket Polyethylene `- 50 Weatherstrip,AST x.170",Fin Seal @ Sash ` 5�-' �+1 �=�:r s:.:•�; 51 Weatherstrip,.187"x.270",Fin Seal @ MR 1 vvvv 1 rr� 52 67070 Bulb Vinyl LYN,y 60 710X38PPAX#10 X3/8 Ph.PH SMS(Windload Adapter) Stainless Steel lets 40 ��.•' �1GENSF �(� 11 yy INTERIOR Q'• '.•tt`�J 61 7B1PQX #8 X 1"Qd.PH SMS(Frame&Sash Assembly) Stainless Steel A A �}f No.58705 63 - Aluminum Screen with Fiberglass Mesh Varies 70 - Kommeding Kodispace 4SG TPS �, - Quanex Super Spacer nXf See Sheet 38 71 18 for �.n sTA/TE pk 72 Quanex Duraseal Spacer Materials „✓ INTERIOR ,c Cv` 73 Cardinal X_Edge Spacer � 11 S� '��s% �.RIDP,..•G��\ 74 . Dow 791,899 or GE 7700 Backbedding Silicone iS ONAL 0'� \ NOTES' 11l Il111111�� 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