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Product Approval
i M IAM I•DADE MIAMI-DADE COUNTY ® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: Series"HR7710A"Aluminum Horizontal Roller Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 7710NOA-1, titled "Aluminum Horiz. Roller Install (LM)", sheets 1 through 19 of 19, dated 06/30/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE NPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. dINe NOA No. 18-0627.01 M1AM1•DADE COUNTY Expiration Date: August 23,2023 s l 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. 7710NOA-1, titled "Aluminum Horiz. Roller Install (LM), sheets 1 through 19 of 19, dated 06/30/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7891,dated 06/06/18, signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-18-7891.01, dated 07/03/18, signed and sealed by Idalmis Ortega,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 611 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). / a o � ManuelVEaqminer z,P.E. I/ Product Contr NOA N627.01 Expiration Date: August 23,2023 Approval Date: August 23,2018 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance to FSC 61h Edition (2017), dated July 25, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated July 25, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 18-0289 issued by the Product Control Section, dated 02/20/18, signed by Manuel Perez, RE G. OTHERS 1. None. Manuel Pe ez P.E. Product Control Exa finer NOA No. 1$=0627.01 Expiration Date: August 23,2023 Approval Date: August 23,2018 E-2 SERIES HR7710A IMPACT RESISTANT HORIZONTAL ROLLER WINDOW DESIGN PRESSURE—"'G RATING 1)THIS PRODUCT HAS BEEN DESIGN ED S TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FOR ANCHOR VARIESPERGLASS TY PE, LARGE SSMALL MISSILE QUANTITIES. ,,II 12" SEETABLES 2.11 IMPACT RESISTANT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ) SEE TABLES I2-,4 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS �� ---,\ g INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD UTE(CAP)MUST BE TEMPERED. _ _ USERINSTRUCT�ONS: 1)DETERMINE THE SITE WINDOW W SPECIFIC.W 3)FOR MASONRY APPLICATIONS IN MIAMI-11A0E COUNTY,USE ONLY MIAMI-DAOE COUNTY APPROVED — - OPENING'S DE].SIGN PRESSURE C. INDOW UIREMENT MASONRY ANCHORS,MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 FROM ASCE Apf rmlummlU7lA;nlN tb CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE, A A Fbtidv li W.,C ]6" ! 2I KNOWING YOUR GLAZING OPTION(TABLE 1M 4)ALL WOOD BUCKS LESS THAN I-I2"THICK ARE TOM CONSIDERED I%INSTALLATIONS.IX%%DDD BUCKS •�� ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS2%ARE 1,1 OVERALL i VIINDOW CONFIGURATION AND SIZE DETERMINE ti:�r4f ib'P W<1 Cv HEIGHT 69' 69' YCUR WINDOWS DESIGN PFIESSURE FROM TABLES V THICKOR GREATER.IX AND 2XSUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY ) FIXED SASH ,�J�J 2-11.IT MUST EQUAL OR EXCEED THE DESIGN TRANSFER LOADS TO TME STRUCTURE.Vf000 BUCK DESINAND INSTALLATION IS THE RESPONSIBILITY yISIBLE ✓ VISIBLE PRESSURE REQUIREMENT FOR THE L OFTHEENGINEER,(EOR)OR ARCHRECTOF RECORD.(AOR! TS �� LIGHT ' RICK LIGHT ( Z2-12' WINDOW OPENING OBTAINED IN STEP 1. WANCHOREMBEOMENTTO BASEL%TERIAL SHALL BEBEYONDWALL DRESSINGOR STUCCO USE HEIGHT O.C. 3)DETERMINE THE ANCHOR QUANTITY FROM I ANCHORS OF SUFFICIENT LENGTH TOACHIEVE REQUIRED MIN EMBEDMENT.SILL ANCHORS MUST BE I 34'3!d• 3)DETEES I2-18. SEALED.OVERALL SEALING&FLASHING STRATEGY FORWATER RESISTANCE OF INSTALLATION SHALL BE I SASH --B-FIXEDTAB - DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. VISIBLE VISIBLE LJGHT LIGM f 4)INSTALL AS PER SHEET 15 FOR FLANGE 6)114-MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHFAE THE PRODUCT IS NOT FLUSH TO 1 INSTALLATION,SHEET 16 FOR EQUAL LEG THE SUBSTRATE,USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. INSTALLATION OR SHEET 1 T FOR INTEGRAL FIN INSTALLATION. ])DESIGN PRESSURES: B I �(S Y EMAX ASTMEEDESIGN LOADS BASED ON STRUCTURAL BCYCLE TESTING AND GLASS SEEWIS SETT _ IS TE SAME PROCESS RATING LLFRA DETERMINATION W NOTES THIS SH.EET� 75 BUCK VADTH MAXMA%. IS THE SAME PROCESS FOR ALL FRAME TYPES � PER ASTh1E130. 7] � BUCK) _ ' B.FOSITNE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURALBCVCLE 6'OVERALL WIDTH (FIAT4GE,INTEGRAL FIN OR EQUAL LEGIBOX). 11 1�^o O TCST NO DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO, TVP.FLANGE XO ELED GLASS PER ASTM El 300. VATION(OX SIM.) 1�-51F XL300o WITH PLASTIC BAFFLE. LDN TES, �w o 0 MAX DIMENSIONS ALLOWED SHOWN 2)1 WEEPHOLE LOCATED AT 4-FROM EACH END. 0�j �� N Zo 8)THEANCHORAGEMETHODE SHOWN HAVE BEEN DESIGNED TO RESIST THEWNDLOADS FORANCHOR 3)1 WVEEPHOLE LOCATED UNDER EACH MEETING RAIL OJ a ' _ CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE X31lM.SSTRESS INCREASE HAS NOT BEEN QUANTITIES USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE SEE TABES S B EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MAT REALS O.C.LS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORRASION OO 12'O.C. Imo- �Z RESISTANCE. -- -- ------- LU - z IS 9)METALSUBSTRATETOMEETMIN STRENGTH AND THICKNESS REQUIREMENTS PER CURRENTFLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ------ W Q � 10)REFERENCES:TEST REPORTS FTL 18-,891&16-7891.01;ELCO ULTRACON NOA ELCO CRETEFLEX NOR 1 LLO NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION.ANSL'AF&PA NDS&ALUMINUM DESIGN C 56" f `� C m K W MAL SASH NUAFIXED ® S N °5 OVERALL VISIBLET' VISIBLE :I 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. LIGHT LIGHT 1 r %•>+ HEIGHT 0 O TABLE 1. I': 2O.0 < = Z Glace o f ox tl AnUO Tn6fo t BUCK :A' D.0 J O Da4cHp8on ILwtl from E•mHorb InlnHor) X0/0X XO% %01 O% %O% 553!8"FIXED o Q I Tp. HEIGHT SASH VISIBLE LIGHT z n STD HD STO STD NO STO VISIBLE rc Z 1 IlWAN..09D' VB,118'AN 12 5 I LIGHT 1 U J W = 2 116-F6..090'PVB,IS,YS 8 12 - 15 11 Q Ur 3 &16'AN,.000-PV8.1116'AN 3 8 13 16 9' a 1%113'LEG:1l8"ANAP,AIRSPACE.1/6-AN,.090'PVB.liSAN "4 - 7 12 - 15 g �SEEWEEPHOLE 5 11'16 LIG.IIB"TP CAP.AI.SSPACE.t AN..09S PVB,IIVAN 3 - 7 12 - 15 NOTES. 1111111...1 tlj7jl " 6 13'16"LIG:STET AN CAP,AIRSPACE.—AN,PVB,VI AN 0 - 0 12 - 16 119'BUCK WIDTH THIS SHEET Y LyN ] 13'16'LIG:&1F 1P CqP AIRSPACE,116'AN..090'PVB.116-AN J - 9 12 - 16 SEE SHEET 1,FOR 120.OVERALLWIDTH �U�......, B "✓:6'AN,.O90'SG,&t6'AN 5 8 10 13 +4 17 INTEGRAL FIN a,.'.VICENSF'.C� i 9 &IIY 090'SG.&16'HS 5 1 6 11 13 ,a 18 ANCHORAGE TYPE TYP.FLANGE XOX ELEVATION Q': •;F�; t0 11'16 UG:118'AN CAP,AIRSPACE.LI6 AR.I 9 SG.&IG'AN 5 6 10 13 14 17 8 SPACING MAX.DIMENSIONS ALLOWED SHOWN _ No.$8705 11 1&,6'LI:I/FTPC P.AIRSPACE.3I16'AN..—SG.3/t6'AN 5 6 10 13 ,a „ _-* 12 1111F UG:11W AN CAP,AL35PACE.IIS HS,.—SG,tib HS 5 6 11 13 fa 18 GENERAL NOTES..............._...............1 _ 13 1&t6'UG:IIW TP CAP.AIRSPACE,IIB-HS.080"SG.VS HS 5 8 11 1] t4 t8 ELEVATIONS................_._.........._... CODES I STANDARDS USED: -p•. SJ�_-� 14 1&16-UG'&1F AN CAP.AIRSPACE.11S I,S 09P SG.119'HE 5 6 11 13 14 18 GLASS TYPES TABLE.._........._...........1 O'- STATE OF (V�� 1 15 1&t6'LED:W16' CAP AIRSPACE.IIS HS_. SG.IIS HIS 1 5 6 t1 t3 to 1B •2017 FLORIDA BUILDING CODE(FEC).ETH EDITION DESIGN PRESSURES......._........._...2-9 •ASTM E7300-D9 ANCHCR QUANTITIES- ......_10-14 '•"70RIDP,.'' SG=FV8 KURARAY SENTRYGLAS°INTERLAYER BY KURARAY AMERICA,INC. SPEC ��S •ANSIMF&PA NOS FOR WOOD CONSTRUCTION INSTALLATION SPECS....._15.17 7 S/ M=ANNRARAY TROSIFOL'PVB INTERLAYER BY KURR.R/1YAMERICq INC. •ALUMINUM DESIGN MANUAL,ADM-2015 EXTRUSION PROFILES.__....__. 7777jONAL ENIS AN-ANNEALED '...... /IIItIttllt HS=TE PEERED NGTMENED •AISIBt0-10 CORNER ASSEMBLY.............._.....19 TP EM •AISC 360-10 PARTS LIST............ ......... ..........19 A LYNN 7..ILLER vE 0. P.E. SBiCS i TABLE 2: Glass Type:1 Width ve Design Pressure Windows T�;---113"ANGLASS Width Meeting Rail:Standard .0901 P 22-118"Ow.11 Hgt, 37"Overall Hgt. 49"Overall Hgt. 55"OM:raIf Hgt. 63"Overall Hgt. I -118-AN GLASS 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 85.0 +650 85.0 IP4 ` j 1CM E•c�.,�mvlwaPLsmg.lo an 37" +65.0 85.0 +65.0 85.0 +65.0 -65.0 +65.0 -65.6 *65.0 85.0 EXTERIOR ulAss eRE ow CC �I 49'• +65.0 85.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 85.0 61" +65.0 85.0 +65.0 -65.0 +65.0 85.0 +65.0 -65.0 +65.0 -65.0 67" +65.0 -65.0 +65.0 -65.0 +65.0 85.0 +65.0 8GLASS TYPE 1 5.0 +65.0 -65.0 32,Y 74" +65.0 85.0 +65.0 85.0 +65.0 -65.0 +65.0 -55.0 +63.3 z •11/8'HS CLASS 116'AN GLASS _ C) .090'PVB_r 1 .090"PVB-{y O `- �i-1/8'HS GLASS (}9N 0116'AN GLASS 0A g. N o f 24 \ .-� �23� \ Z LL W TABLE 3. 12'NOM I 1R'NOM. 2 W o f` Glass Types:2,3,5.6,7 if I CLASS BITE GLASS BITE U U d a Overall Design Pressure(lbsif?)for XO 8 OX Windows Meeting Rall:Standard EXTERIOR it I-r EXTERIOR ` \ t W c - F Width 22-118"Overall Hgt. 3T Overall Hgt. 49"Overall Hgt. 55"Overall H9L 63'01.erall HgL 1,� / -I"7a i r J /• \`;i4 o Z r49- +65.0 80.1) +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 3/2 \ 32'- I� w T +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 m LL p F O " +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 w _ _ 13116'N00.1. 1]/16"NOM +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -8 _ GLASSSTACK -'"- GLASS STACK O Z) " +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 I -80.0 +650 80.0 AIRSPACE ' �.D9DPvaAIRSPACE- . --.a9vPve xW3MT AN OR � ' m ¢p+65.0 80.0 *65.0 80.0 +65.0 80.0 +650 80.0 +65.0 -79.2' 1/8'TEMPE GLASS__- 1/e"AN TP GLASS-'�': '�I' ��1:8'AN GLASS o z0- -T471 G A ,.` +65.0 80.0 +65.0 j 80.0 *65.0 -80.0 +65.0 80.0 +650 SS -72.2' 3t 7a; (31: '74' rc O n '-80.0 FOR GLASS TYPES 2,3,6 8] \ I: 1� i,�-- 0 � N _ �`rT' J w = 21gOR'�16 + I 'NOM. 1aOR 219r F 12'NOM. 4 O GLASSBnE 1JGLASS 611E �,I. EXTERIOR - 1 EXTERIOR, ' 11111 /1/ ONY LYN1y �. GENS -'1� 731 .` ;' U ,37A'OR J36.✓ Gi40R{33 -- '.13 _. No.58705 GLASS TYPE 5 GLASS TYPE6 NNEALED) GLASS TYPE 7(TEMPERED). NOTES' -aO STAT O 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 i/; NAL EN 1.�. 21 FOR SIZES NOT SHOWN,ROUND UP 70 THE NEXT AVAILABLE SIZE A LYNN MILLER RE P.E.P 53103 TABLE 4: Glass Type:4 1311+NOM. Overall Design Pressure(lbslft)for XO&OX Windows GLASS STACK Meeting Rail:Standard Width '.I T•_..090°PVB 22-118"Overall Hgt. 3T Overall Hgt. 49"Overall Hill. 55"Overall Hgt. 63"Overall Hgt. AlRsaacE 1=j LWANGLASS--] 20" +65.0 -80.0 +65.0 -80,0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1ie'ANGLASS 25' +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 %3t$-� �'' 1,74) nct f.m>ertri4z.5em O rMoP Idi"C 37' +65.0 -80.0 +65.0 X0.0 +65.0 -B0.0 +65.0 X0.0 +65.0 -80.0 614OR�18:-� rlrz"�M .loaa--g��� 49" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 r I, G!ASSBRE Hbvt Ualx 5.1 EXTERIOR `-�`- - - 61" +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -76.8 67" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -71.3 170_73) 74" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77.1 +64.9 -64.9 33NOR+33B,'-/ GLASS TYPE 4 U, z N GLASS STACK K - o O `I 3flfi"AN OR AIRSPACE--�-1.� 090-SG }n �� �;c� O S GLASS IB-AN OR Ox O .090•SG 311"AN OR TP GLASS' 3116-ANGLASS 0-,G Z ZO �^ HS CLASS '91,I- 1 '74) I Z LL t�D J tR-NJM. t9oR�- "tr2-NOM. F TABLE 5: 2 �l.' ! Gis W 236 6 '✓SS BITE _ GLASS BITE I p p^ Glass Types:6 thm 15 EXTERIOR ` EXTERIOR -' I G Z u Z Overall Design Pressure(Ibslft)for XO&OX Windows W w m Meeting Rail:Standard - Width `A74) '70-71 m L- 22-118"Oeerall Hgt. 37"Overall Hgl. 1 49"Overall Hgt. 55"Overall Hgt. 63"Ovetall Hgt. %' @3B',-/ �33kOR "..- � O F O 20" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +60.0 -110.0 GLASS TYPE 8(ANNEALED) V GLASS TYPE 10(ANNEALED). w 25" +80.0 -170.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 v80.0 -110.0 GLASS TYPE 9(HEAT STRENGTHENED) GLASS TYPE 11(TEMPERED) a N 37" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 a O ¢ -Qf 13116.40% 13116•NOM. 49" +80.0 -110.0 +80.0 ! -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 GLASS STACK GLASS STACK o Q. o r-- Z Z n 61• +80.0 -110.0 +80.0 -110.0 +80,0 -110.0 +80.0 -110.0 +80.0 -101.9• AIRSPACE---' \�o90"� AIRSPACE "�-'.BeO•SG w `7 }� K 67" +80.0 -110.0 +80.0 -170.0 +00.0 -110.0 +80.0 -110.0 +800 -95.7- 1/6•AN OR �j 'w. ' v1c AN OR �1rs•HSGLASS ¢ p 74° +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -90.0' TP GLASS �tlfi•HSGLAss TP GLAss u -110.0 FDRGLAGB TYPEG9'.2,13,14 Z15 31ti /-T74) 1311,\ �r�74� `vvvl f _ 12'NOM. �1'1 VC NOM ,21AOR21 BI-- 21A'OR'1B: O .fr -yr,I �. GLOSS BRE , 1 GLASS BITE 110ENSE. ���P i IGLASS TfPEs e-15 EXTERIOR I'�: EXTERIOR P�• MAY NOT BE USED y \JI :� *_ TH IN I EGFIAL FIN = N0.58705 WI / _ •FRAMES '70.73 �- / "-�70-73: _��. NOTES: 1131�!OR33B'-� �- J3AOR33B�- - ��1'.. 7 .Sjf' �- GLASSTYPE 12(ANNEALED) V _GLASS TYPE 14(ANNEALED) '�,�''. STATE of tt,�` EQUAL-LEG WI1)OVERALL I NOOWP TO TRACT DIMENSIONS FROM THE TO-TIP DIMENEGRAL FIN SION IN GLASS TYPE 13(TEMPERED) GLASS TYPE I5(TEMP ERE D ',FSS/�....... .D�. THE TABLE TO DETERMI NETHEWINDOWSIZE. �A rf TONAL 11 21 FOR SIZES NOT SHOWN,ROUNDUP TO THE NEXT AVAILABLE SIZE. 0.LYNN M1tl!1ER,FE PEi 59T05 TABLE e. Glass hm 15 Overall Design Pressure(lbslfC)for XO&OX Windows Meeting Types:8 Heavy -O Meeting Rail:Healy-Duty Width 22-1/6"Overall Hgt. 3T'Overall Hgt. 49"Overall Hgt. 55'Overall Hgt. 1 63"C.) 11 Hgt. 76"Overall Hqt. 20" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.D -110.0 +80.0 -110.0 25" +80.0 -1100 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 800 -110.0 +80.0 -110.0 .PP'°"'I u`°mplrpt.11n w BeWFv:cads fq 3T' +Bp.O -110 0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 ,O f 49" +60.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 Y9ml Bs.e ua fit" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 f 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 BE TYPE58-15 MAV NOT BE USED 76" +80.0 -110.0 +80.0 -110.0 +60.0 -110.0 +60.0 -110.0 +80.0 -110.0 +80.0 -105.8' 'WITH INTEGRAL FIN _ '-110.0 FOR GLASS TYPES 8-13 S 15 FRAMES 1116'NOM. ty16-NOM GLASS STACK- GLASS STACK GLASS STACK �6 090'SG �=' 1 =030-SG 1� .090'SG w m 0 X16-ANOR AIRSPACE AIRSPACE -� AIpSPACE ] - o 1 1--. -HSGLASS 1!8•AN OR 118-AN OR I• �i 116"AN OR (r � O �Y 3116-AN OR 0 aor O .090'SG� TP GLASS-� I "0116•AN GLASS TP GLASS - �,.;�-Ild'HS GlA55 TP GLASS U8-HS GLASS N HS GLASS f^ !_ f �� Q l 31 r III I\d) 31� 761 31 L -;]d. L7 c� = LY 0 \3 •=��III _ � I .i OJT d� Z Z \,j frNCM. - �1AOR.1l�- ia•NOM. 1g0R�1& IR"NCM /�19OR 21B /1n•NCri O J o mi w GLASS BITE i GLASS BITE `l GIASS BITE 1 G1A55 8RE = EXTEfiIOR ` EXTERIOR EXTERIOR 1 � EXTERIOR t - 1 LU 0 m ; �(7d / �--;•70.73i /� Z Of `32iJ 33AOR 03B:-' 1, OR33B, J3A;ORy38,- -' Z rq m GLASS TYPE 8 GLASS TYPE 10(ANNEALED) GLAS_S_TYPE 12(ANN EALEDI GLASS TYPE 14{ANNEALED) Uj m N. GLASS TYPE 9 GLASS TYPE 11(TEMPERED) GLASS TYPE 13(TEMPERED) GLASS TYPE 15{TEMPERED) ¢ O Wm w N � 0 7 O0 = W o a o Z Z U. n J C) S O Q O 111 11 `1 ONY LYNN''. P���:•'L�GENgF�(�� No.58705 .P f z _0 NOTES'. _ 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG O�(CS'.; WINDOWS,SUBTRACT!'FROM THE TIP-TO-TIP DIMENSION IN THE TABLE •"" TO DETERMINE THE WINDOW SIZE. Illlll 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. A LYNN MILLEp.P.E PEW E°)OS TABLE7 Glass Types:1.4,5 Overall Sash Sash Design Pressure(lbs/fl2)for XOX Windows Meeting Rail:Standard --IM"ANGIASS Width Configuration .o9o•FMB--y Range(in) 21-1/8'Overall Hgt. 29"Overall Hgt. 37°Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63°Overall Hgt. � �� 118•AN Guns 1/ 12.038-12.052. +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 50.0 +60.0 -60.0 301 44" ' _ \� -L 12.053-15.1108 +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) yy.n:m,rwmprylvPrm re I?NOM. GngC lip 1/a 1/3 49" 1/4-1/2-1/ 12.038-13.302 +60.0 -60.0 +60.0 50.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 50.0 :hI;�.j GLASS BR :'bHJa l41' E 0i -1/3 13.303-16.675 +60.0 -60.0 +60.0 -60.0 +60.0 50.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 EXTERIOR Pl+ducr f 1/4-1/2-Y4 12.038-14.333' +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 53-118" - /-' 1/3'%-% 14.334-18.050 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 50.0 +60.0 -60.0 +60.0 -60.0 `321 GLASS TYPE 1 61" 1/4_1/2-/4 12.038-16.302 +60.0 50.0 +60.0 50.0 +60.0 -60.0 +60.0 50.0 +60.0 -60.0 +60.0 -60.0 '/3-1/3-'/3 16.303-20.675 +60.9 50.0 +69.0 -60.9 +60.9 50.0 +69.0 -60.9 1 +60.0 50.0 +60.0 50.0 _ 13116,AS STA OW Y4-1/2-y4 t/2_t/4 12.038-20.052 +60.0 -60.0 +60.0 -60.0 +60.0 50.0 +60.0 -60.0 +60.0 -60.0 +51.9 51.9 Guss STACK 76" custom 20.053-22.185 +60.0 50.0 +60.0 -60.0 +60.0 50.0 +60.0 5 60. 0.0 + 0 -60.0 +60.0 50.0 AIRSPACE�`�-^T1='�PVB -;.-�1�, t/3-1/3-1/3 22.186-25.675 +60.0 -60.0 +60.0 50.0 +60.0 50.0 +60.0 50.0 +60.0 50.0 +60.0 50.0 I IV AN GLAss� . -Ira-nN GusS m �Yn 1/4_1/2-11/ -24.082: +60.0 -60.0 +60.0 -60.0 +60.0 50.0 +58.2 .58.2 +53.9 -53.9 +48.7 -48.7 (97 ti 1 7a ? w $ .., K 92-116" custom 24.083-26.165 +60.0 50.0 +60.0 -60.0 +60.0 -60.0 +60.0 50.0 +60.0 50.0 +57.8 -57.8 -_L. ❑N IN M 3_ 3 10 10M. 26.186-31.038 +60.0 50.0 +60.0 -80.0 +60.0 -60.0 +60.0 50.0 +60.0 50.0 +60.0 50.0 cuss BITE O v ^ ofO %4_1/1/ ^ -25.302 +60.0 -600 +60.0 50.0 +6D.0 50.0 +58.2 -58.2 1 +53.9 -53.9 +48.7 48.7 EXTERIOR �;- Z W n 9T' E Custom 25.303-27.185 +60.0 50.0 +60.0 -60.0 +60.0 50.0 +60.0 -60.0 +60.0 50.0 +55.5 -55.5 ' - a i D n custom 27.186-31.038 +60.0 50.0 +60.0 50.0 +60.0 -60 0 +60.0 50.0 +60.0 50.0 +58.6 -58.6 6340F!a.78:-GLASS TYPE 4 70-73. z P ¢ -28.302 +60.0 50.0 +60.0 -60.0 +60.0 50.0 +58.2 -58.2 +53.9 -53.9 +48.7 A8.7 o j - ~ m Z 109" custom 128.303-29.185 +60.0 -61)0 + +60.0 50.0 +60.0 -60.0 +59.8 -59.8 +51.3 -51.3 -1G.-11- �z� w custom 29.186-31.038 5 60.0 0.0 +60.0 -60.0 + -60.0 +60.0 50.0 +60.0 50.0 +52.5 -52.5 1]/16"NOM. W GLASS STACK J Q 0 120" 1/a-1/z�/4 -31.038 +60.0 50.0 +60.0 . +60.0 -60.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 o ~ AIRSPACE. 090'PVB � W OVERALLWIDTH_Sls924 I'• '� cc 'MIN.SASH WIDTH(FLANGE WINOOWS)- 2 1r8"TP GLASS_-1 :I' VW AN a K N 1. ^MIN.SASH WIDTH(FIN S EQUAL-LEG WINDGW51_OVERALL VZDTH-5642d \31;� _ IGIASS-741 <l Oif ¢ �I i_1 oI i tgoRzte rz•NOM. W Z n GLASS SITE r K EXTERIOfi `_ --'f W = ¢ O 73-' ,33F':oR338rG -_ v``�IIYI LASS TYPE 5 LYN\.`��ON....... * N0 58705 NOTzz C 2_ � ST TE OFII3 W` 1)OVERALL(TIPTO TIP)DIMENSIONS SHOWN,FOR INTEGRAL FIN AND TABLEQUALLEE TOIDETERM NE THE WINDOW Ste.THE TIP-TO-TIP DIMENSION IN THE ''S`S/ONAL ENG :1111111\1\ 27 FOR SIZES NOT SHOWN,ROUND UP TO THE NEXTAVAILABLE SIZE A LYNN Mltl ER.P E P.E.n 591f5 TABLE B. Glass Types:2,3 OWemll Sash Width Design Pressure(Ibs/ft2)for XOX Windows Meeting Rail:Standard '�i,--1/8'HS GLASS Width Configuration .Dso"PVB--i Range(in) 21-1f6"OWerall Hgt. 29"OWemll Hgt. 37'Overall Hgt- 49'OWemll Hgt. 55'OLemll Hgt. 63'OWerall Hgt. !! -Ua-HS GLASS T/4/z-T/4 12.038-12.052 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1-3J 44" 1241-\r TABLE 9: Glass Types:6,7 A Sash Sash Design Pressure(16s/fe)forXOX Windows Meetin Rail:StandardConfiguration Width 9 13t1s•NDM. Range(in) 21-1/8"Overall Hgt.1 29"Overall Hgt, 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. GLASS STACK r--- AIRSPACE ►- .090'PVB Y4_/Z% 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 44• 01TPGLOR___ 1„ TP GLASS �'�B'AN GLASS a��rornpyinX rNA Ib Y3-y3-113 12.053-15.008 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 � +85.0 X0.0 +85.0 -80.0 *65.0 -80.0 -, l' ._, n°o;e,B u,o•c, 1 12.038-13.302 '+65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65,0 -80.0 +65.0 -80.0 31}� � �;� -�,74) oar 49•, /a-/z-/a .. - 1 NOA,?Yz�l 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 21A:OR 216E mauN 1/0-Y3-1/3 I iz NOM. r GLASS BITE 1/4-x/_/y 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 (.� t 53-118" - �/�1/3-1/3 114.334-18.050 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65,0 -80.0 +65.0 -80.0 / 12.038-16.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +85.0 -80.0 +65.0 -80.0 "- / 61" Y4-1/2-1/4 330.0R63B:•- 1/3?/?/3 16.303-20.675 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 GLASS TYPE 6(ANNEALED) 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 .72.9' GLASS TYPE 7(TEMPERED) 76" custom 20.053-22.185 +65.0 -80.0 +65.0 -800 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Y 22.186-25.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +650 -80.0 +65.0 -80.0 > Y,_1/2'1/4 -24.082 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1' +65.0 -67.58 C', 2--,5 o O 92-1/8" custom 24.083-26.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65 0 -80.0 +65.0 -80.0 +65.0 -80.0 N J y 0 Y.-Y.-Y. 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 t/4-t/2-1/4 '• . . o F Z O� -25.302 +65.0 -80.0 +65.0 -80.0 +65.0 -800 +65.0 -80.0 +65.0 =741 . -67.5 w- -wi o 97" custom 25.303-27.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 X0.0 +65.0 -80.0 +65.0 -77.9 w .22 - t/�Y3-1/3 27.186-32.675 .65.0 -80.0 1+65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65,0 -80.0 +65.0 -80.0 > U) 1/_t/z 1/ -28.302 +65.0 .80.0 +65.0 -80.0 +65.0 -80-0 +65.0 -80.0 +65.0 -74.1'' +65.0 -67.58 Z" w J rn 109' custom 28.303-30.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -72.0 In i, O Y3-1/3-1/3 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 of a w 1/e-Yz y -29.463 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.58 "' R m 113-518" custom 29.464-33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -817.0 +65.0 -70,6 = N w 33.186-38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +85.0 -76.9 z z ^ %-%-Y4 -31.052 +65.0 -80.0 +65.0 -80.0 +65.0 -800 +65.0 -80.0 +65.0 .74.1A +65.0 -67.58 w � C7 ^ K 120' 1 custom 131.053-33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 1 +65.0 -80.17 +65.0 -75.7 *65.0 -68.4 < w = U a o custom 133.186-38.222 +65.0 -80.0 1+65.0 1 -80.0 1 +65.0 1 -80.0 1 +65.0 1 -80.0 1+65.0 -80.0 1 65.0 1 -71.3 MIN.SASH WIDTH(FUSNGE WINDOWS)=OVERALLWIDTH=5B 551 "-60.0 FOR GLASS TYPE? ` 11I II IIr IIrrr 2 '-T5.0 FOR GLASS TYPE? NY LYNi �. OVERALL VijQD-57556 `��� `.J ' -MIN.SASH WIOTH(FIN&EQUAL-LEG WINDOWS)= Z _*: No.58705 NOTES: X5,1 7 * Q7 5�F� ��� it OVERALL TIPTO PP)D'MENSIONSSHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS.SUBTRACT V FROM THE TIP-TO-TIP DIMENSION IN ' s THE TABLE TO DETERMINE THE WINDOW SIZE. r7111III IIII" 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXTAVAILABLE SIZE. P LYNN M111llER,P.E. RE#5871M TABLE 10: Glass Types:B.10.11 Overall Sash Width Design Pressure(lbs/112)for XOX Windows Meeting Rail:Standard '-W16-ANGLASS Width Configuration .C9TSG-'r�1 8, Range(in) 21-118"Overall Hgt. 29"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. W16-M GLASS �„ 12038-12.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 3?1 'I 1/3'/3-1/3 12.053-1$.008 +80.0 -110.0 +80.0 -110.0 +00.0 -110.01 +80.0 -110.0 +80.0 -110.0 +00.0 -110.0 lrz•Ncln. +VPr ^1 rvr�awontr cy;iau ENAinq Co GLASS BITE 49" %y_1/?/ 12.038-13.302 *gD.O -110.0 +80.0 -110.0 +60.0 -110.0 +80.0 -110.0 *80.0 -110.0 +80.0 -110.0 EXTERIOR PW-C- A. -1 l 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 Pi U 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 -t74 r c 531/8" 1�/2 1/6 32 GLASS TYPE 8 1/3-1/3-1/3 14.334-18.050 +60.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 - %4_1/2 1/4 12.038-16.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 - 61" 1/31/3-1/s 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 �_�1y16.Nora 12.038-20.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -99.2 GLASS STACK 1/41/2/4 T� TF- 76" E90"SG 76" custom 20.0.53-22.185 +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- "-�-! 6"AN OR 1/3?/31/3 22.186-25.675 +80,0 -1100 +80.0 -110.0 +80.0 -110.0 +80-0 -110.0 +80.0 -110.0 +80.0 -110.0 TP GLASS -.� _ -3/16-ANGLASS > o d Y4-1/2-1/4 " -24.082 +80.0 -110.0 +80.0 -110.0 +80.0 .1100 +800 -110.0 +80.0 -101.0 +80.0 -90.5 (91}-� r-+??) ❑ -o o To 92-118" 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 +00.0 -105.2 :�vA:OR2tB is xoM p� �R 'c a0 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 EXTERIOR I(I,_ :I GLASS BITE O`meg'a N z o LU 1/4_1y 1/4 "" -25.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0� +800 -110.0 +80.0 -101.0 +80.0 -90.5 L.� � =w ood a 97" custom 25.303-27.165! +80.0 -110.0 +80.0 -110.0 +00.0 -110.0 +60.0 -110.0 +80.0 -110.0 +80.0 -102.7 •~ / `i w-m 70.731 F z a < "Y- 1/a 1%-1/3 27.185-32.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1+80.0 -98.9 > (o GLASS TYPE 10(ANNEALED) o z m �^ Y, 1/4_1/2 1/4 -28.302' +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +00.0 -110.0 +80.0 -101.0 +80.0 -90.5 GLASS TYPE 11(TEMPERED) 109" custom 28.303-30.165; +80.0 -110.0 +80.0 -110.0 +80.0 -110.0; +80.0 1-110.0 +80.0 -110.0 +80.0 -97.3 O'' F w0 1/3-y,% 30.186-36.675 +80.0 -110.0 +80.0 -110.0 +80.0 -1100 +80.0 -110.0 +80.0 -110.0 +80.0 -92.9 J . w coq aN K %4_1/Z 1/4 -29.463 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +00.0 -101.0 *60.0 -90.5 D . . . . . . custom 29.464-33.185 +80.0 -110.0 +80.0 -110.0 110.0 +80.0.18•• +80.0 - 1100 +800 -1085 +800 -941 0 113-5 " - GLASS TYPES 8-15 = W MAY NOT BE USED 1/3-1/3 1/3 33.185-38. WITH INTEGRAL FIN o222 +80.0 -110.0 +80.0 -110.0 *80.0 -110.0 +gD.O -110.0 +80.0 -110.0 *80.0 -92.3 ' 'z z •FRAMES �a-�z-1/4 �� -31052 +80.0 -110.0 +00.0 -110.0 +80.0 -110.0 +00.0 -110.0 +80.0 -101.0 +80.0 -90.5 i K 120" cuslDm 31.053-33.185 +80,0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 l-110.0 +80.0 -102.9 +80.0 -91.5 < w❑ 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 "PAIN.SASH MOTH(FLANGE VANDOWS)-MMRALL WIDTH-59 556_ MVV p14Y LYNA...... OVERALL WIDTH-57.556 \GENSF :�C "PAIN.SASH WIDTH(EQUAL-LEG WINDOWS)=--- 2 - * No.58705 _ NOTES. ���T'. S nl p X41 WIN GG ALL(TIP T CT fP DIMENSIONS SHOWN,FOR EQUAL-LEG -.• WINDOWS.SUBTRACT I"FROM THE TIP-T0.TIP DIMENSION IN THE TABLE TO DETERMINE THE VANDOW SIZE. 'll/lull\\11 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. A LYNN MI P.E P EY 5 . B1W15 TABLE 11. Glass Types:9.12,13,14,15 Overall sash W1dth Design Pressure(Ibslft2)for XOX Windows Meeting Rall:Standard 3.116-HS GLASS Width Configuration .091YSG-t. Range(In) 21-1/8"Overall Hgt. 29"Overall Hgt. 37"Oe mll Hgt 49"Overall Hgt. 55"Ovemll Hgt. 63°Uemll Hgt. 1/a 1/r1/a 12.038-12.052 +00.0 -110.0 +80.0 I-110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 ,23•i 30) 1 1/11/31/, 12.053-15.008] +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 *80.0 -110.0 +60.0 -110.0 +80.0 -110.0 �-' '�� I2`NOM. WPro�edmanA�l')LWS01 GLASSBR[ no•:del rtMecvtl 1/a 1/r1/ 12.038-13.302 +00.0 -110.0 *80.0 -110.0 +80.0 -110.0 +80.0 -170.0 +80.0 -110 0 +80.0 -110.0 EXTERIOR °oa�1 ! 49" 1/1t/11/, 13.303-16.675 +80.0 -110.0 +81).0 -110.0 +800 -1100 800 -110.0 +80.0 -110.0 +80.0 -110.0 1/a-1/z-1/a 12.038-14.333 i +80.0 -110.0 +80.0 -110.0 +60.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80,0 -110.0 (32) 53-1(8" -� GLASS TYPE 9 1/11/Y1/, 14.334-18.050 +80.0 -110.0 +80.0 -110.0 +80.0 AMC +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 ✓ 1/a-Y2-�a 12.038-16.302 +80.0 -110.0 +80,0 -110.0 +80.0 -110.0 +60.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" 1/11/11/, 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 _1v18•NOM. GLASS STACK 1/Q 1/r1/a 12.038-20.052 +Bo.o -110.0 +aa.D -110.0 +eg.g aloo +eD.n -110.0 +90.0 -110.0 +go.o -110.0 AIRSPACE-1'.I'T --.o9r sG 76" custom 20.053-22.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1(8'AN OR_`I • TP GLASS '_ ! I�•.....1.8'HS GLASS +W 1 /,_/,_/, 2z.1as-zss7s +go.o -110.0 +aa.D -110.0 +BD.D a1o.1) +e0.1) -710.0 +Bo.D -uo.o +go.o -110.0 1/4 1/r1/ •' -24.092 +80.0 -110.0 1 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1 +80.0 -110.0 +80.0 -106.7' - 1 ❑ o 0 -110.0 +80.0 CiiOR1 8- 92-1/8" custom 24.083-26.185 +80.0 -110.0 +80.0 �M II rt CLASS eE pY N w26.186-31.048 +80.0 -110.0 +80.0 -110,0 +80.0 -110.0 +80.0 -110.0 +60,0 -110,0 +80.0 1-110.0 EXTERIOR O I =Y-112-Y./a -25.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110 80.0 -110.0 +80.0 -110.0 +80.0 -106.7" Ld ON Op 9T' custom 25.303-27.185 +80.0 -710.0 *80.0 -170.0 *80.0 -110.0 +80.0 -110.0 +80.0 -710.0 +80.0 -110.0 - l9�OR 1/,/11/, 27.186-32.675 +80.0 -110.0 +80.0 1-110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +60.0 -110.0 GLASS TYPE 12(ANNEALED) >y Z GLASSTYPE 13 TEMPERED) z O1 - V4 /rY4 - -28.302 +80.0 -110.0 +80.0 I-110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7' ( tt (J) W w O1 109" custom 28.303-30.185 +80.0 Of -110.0 +00.0 -110.0 +00.0 -110.0 x80.0 -110.0 +80.0 -110.0 +80.0 -110.0 O F LLO %-1/3-1/3 30.186-36.675 +80.0 -110.0 +80.0 -110.0 +60.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.D ¢ W m 1/a-1/r1/ •' -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- ;� _ 1WIWNOM, a _ 1 -�"� GLASS STACK 0 N 113-5/8" custom 29.464-33.185 +80.0 -110.0 +80.0 j-110.0 +80.0 -110.0 +60.0' -110.0 +80.0 -110.0�+80.0 -110.0 1 � = W FIRSPACE-ZI. ��- .090.50 ¢ (x Qo 1/3 1/3 Y3 33.186-38.222 +80.0 -110.0 +80.0 -110.0 +8D.0 -110.0 +80.0 -110.0 +80.0 .-110.0 1 +60.0 -110.0 „16-MOR o a TP GLASS Imo' 1:8-HS GLASS Z 2 -31.052 +80.0 -170.0 +80.0 -110.0 +80.0 -110.0 +80.0 -710.0 +80.0 -110.0 +80.0 -106.7• W l9 n 120" custom 31.053-33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.01 +80.0 -107.8 1 custom 33.186-38.222 +80.0 -710.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 z1NOR218�-. �+I 12-NOMO j•- . •`PAN.SASH WIDTH(FLANGE WINDOWS)a OVERALL WIDTH-58-556 •-1100 FOR GLASS TYPES 9,12,13815 �fl- II GLASS BITE \\1111111111JJJ,J' LYA -MN.SASH WIDTH(EOUAUEG WIINDOWS)=UVERFLL WIDTH-57556 \� ( \`�.���NY.... /.; T t330 E56-15 33l�OR , MAYNB MAY NOT BE USED No.58705 MM INTEGRAL FIN GLASS TYPE 14(ANNEALED) = :� 1L-/ *- NOTES. ' FRAMES GLASS TYPE 15(TEMPERED) "'A-•. AT 6" .�` I)OVERALL TO TIP)DIMENSIONS SHOWN FOR EQUAL{EG ��T .'-L`J/.� F .;c(ORIOP..'G\�';�� WINDOWS'SUB CT I•FROM THE TIP-TODIMENSION IN THETABLE i S TO DETERMINE WINDOW SIZE. %STOMAL J'�IInI n 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE A LYNN MILLER.P E. PEp58T 5 TABLE 12: Anchor Quantities for XO$OX Windows Glass Types:1 th.7 GUIDE TO USING ANCHOR QUANTITY TABLES FOR XO/OX WINDOWS: Meeting Rail:Standard 0ve211 22-1/8"Overall H .j 37"Overall Hgt. 49'Overall Hgt. 55"Overall HgL 63"Overall Hgt. Width a Q+C3+214 Head&Sill EHead&Sill m Head&Sill rHead 8 Sill Head&Sill -- - - ''- .yyn..a,.mmFlyeryl.ue la. 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 SI CLUSTERANCHORS S ' .0a I-- pi 2 ANCHORSI ANCHORS ZANCHORS AT '4ANCHORS t0apt psi.Fr 1 1 AT THE CENTERED AT THE;': N MB 37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 I SASH ;THE FIXED LITELITEj. ) MEETING RAIL L JAMB �.1 AM 49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 61" 1+C2+1 12 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 �I, z3•eux.oc.--I �, l-- 9'MAX. 67" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1'1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 ---" -- - 'I+C2.I FOR GLASS TYPES I.135 -- X TABLE 11 22.1?' ' / ...... Glass Types:8 thru 15 .0 D � 4 Anchor Quantities for XO&OX Windows f —MEETINGRAIL U _ v Meeting Rail:Standard - > s .., OverellREPEATANCHOR PATTERNAT SILL - o O Width 22-1/B Overall Hgt. 3T Overall Hgt. 49 Oterall Hgt. 55"Overall Hgt. 63"Overall Hgt. D N j o Q Head 8 Sill E Head&Sill E Head&Sill 4 Head&Sill Head&Sill O .� IT MAX O.C. __i___— S'MAX.0 C. r Zo IS 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 13 1+C2+1 u 25' 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 �' ,i ��---.,1 ,•v �y 37" 1+C2+1 2 1+C2+1 2 1*C2+1 3 1+C2+1 13 1+C2+1 3 49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+13 1+C3+1 3 '� !i / \ �I j z�' w 61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C3+1 13 1+C3+1 3 —f iJ Ul II' �i 67' 1+C2+1 2 2+C2+2 2 2+C2+2 3 2+C3+2 13 2+C3+2 3 O H Oo 2-ANCHOR 3-ANCHOR 74" 2+C2+2 2 2+C2+2 2 2+C2+2 3 2+C3+2 13 2+C3+2 4 CLUSTER DETAIL CLUSTER DETAIL °�' N H __ it t Oj io:.r mm TABLE 14 -'MAX.O.C. Glass Types 8thru 15 o O x Anchor Quantities for XO&OX Windows z o Meeting Rail:Heavy-Duty ,v•� ',F v w U Overall -118"Overall Hgt. 3T'Overall HgL 49"Overall Hgl. 55'Overall Hgt. 63"Overall Hgl. 76'Overall Hgt. ;I z x Width a �.','� II :, ¢ a . Head 8 Sill E Head&Sill E Head&Sill E Head&Sill E Head&Sill E Head&Sill 20" 1+C2+1 21 1+C2+1 2 1+(32+1 3 1+C2+1 31 1+C2+1 3 1+C2+1 4 25" 1+C2+1 21 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 4-ANCHOR CLUSTER DETAIL 3T' 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 4 _*r No.5a705 - 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 = G NOTES: - . 61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C3+1 3 I+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 f)OVERALL(TIPTACT I-O 71P) FROM IONSSHOWN FOR EQUAL-LEG WINDOWS.SUBTRACT I-FROM THE TIP-T0.T1P DIMENSION IN THE TABLE 76" 2+C2*2 2 2+C2+2 2 2+C3+2 3 2+C3+2 3 2+C3+2 4 2+G7+2 5 TO DETERMINE THE WINDOW SIZE MA` 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE, I 111 111111 A IVNN MILLER.P.E P.E.M587W TABLE 15' Glass Types'1,4,5 Sash Anchor Quantities for XOX Windows Meeting Rail:Standard Sash Widthl ConfigurationWidth 27-7/6"0wral1 Hgt. 29'0lerall Hgt. 37'0-11 Hgt. 49"O.rall Hgt 55"Overall Hgt. 63"Overall Hgt. Range(in) _ Head 8 SII( m Head 8 Sill Head 8 Sill m Head 8 S41 n Head 8 Sill m Head 6 Sill n 12.038-12.052 1+C2+1+C2+1 2 faC2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+I+C2+1 3 1+C2+1+C2+1 3 1+132+1+C2+1 3 4'° 1 2 1+C2+1+ \ '��" .rnr...w.v wmabuswblla 7/i�/3'a 12.053-15.008 taC2+1+C2+1 2 1+C2a1+C2+ C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 'j� Fl>clda a.,dm6C ' � 11/ �/ 12.038-13.302 1+C2+1+C2+1 2 1+G2+1+C2+1 2 1+C2+1+C2+1 2 f+C2+1+C2+I 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49" 13.303-16.675 1+C2+1a 1+C2+1 2 1+ v�rd D=�a-1a C2+7 2 7aC2+ C2r1*C2+1 2 1+C2+1aC2+1 3 1aC2a1+C2a1 3 1+C2+1+C2a1 3 -1/ 12.038-14.333 1+C2+1+02+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+C2a1 3 2-ANCHOR �/z - 53-1/8° Y3-Y3-1/3 1 - CLUSTER DETAIL / /-Y3-/3 14.334-18.050 7+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+T+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/-1/z-1/4 12.038-16.302 7+C2-1+C2+1 21 1+C2+1+C2+1 2 1+C2+7aC2+1 2 1+C2+1+C2+1 3 IaC2+1+C2+1 3 1+C2+1+C2+1 3 _ 61' 7/3-Y3-'/3 16.103-20.575 1+C2+1+C2+1 2 '+C2+1+C2+1 2 1+02+1+C2+1 2 f+C2*1.C2+1 3 1.C2a 1+C2+1 3 1+C2+1+C2+1 3 - -121/4 12.038-20.052 1+C2+2+C2+1 2 !+C2+2+C211 21 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2a2+C2+1 31 1+C2+2+C2+1 3 - F6" 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 7/-Y3-Y3 22.186-25.675 1+C2+1+C2+1 2 '+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2a1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 -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 I+C2+3+C2+1 3 1+C2+3+C2+1 3 w N custom 24083-26.185 1+C2+2+C2+1 2 '+C2+2+ C2+1 2 1+C2+2+C2+1 3 1+C2+2* 2+1 3 1+ Of i C2+1 2 1+C2+2* C C2+2+C2+7 3 O N o y �_�_� 26.186-31.038 1«C2+taC2+1 2 i+C2+1+C2+1 2 1+C2+1+C2a1 2 1+C2+7«C2+1 3 7+C2+1-C2+1 3 1aC2+1+C2a1 O 1/�/% -25.302 1+C2+3+C2+1 2 74C2+3+C2+1 2&1+C2+2+C2+l +1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 OO m = O custom 25.303-27.185 1+C2+2+C2+7 2 1+C2.2*C2+1 22+1 2 1rC2r2aC2+1 3 1+C2+2+C2+1 3 7+C2+2+C2.1 3 OLL. of � 0custom 27.166-31.038 i+C2+2+C2+1 2 IaC2+2+C2a1 22+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 Slum R `�1/-Yr%4 -26.302 i+C2+3+C2+1 2 1+C2+3+C2+1 22+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 LOJ109' custom 28.303-29.185 1+C2+3+C2+1 2 1+C2+3+C2+1 22+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 o f W custom 29.186-31.038 1+C2+3+C2+1 2 1+C2+3+C2+1 22+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 w120' Ys�/r/4 -31.038 1+C2+3+C2+1 2 I+C2+3+C2+1 22+1 2 1+C2+3+C2+1 3 taC2a3+C2+1 3 1+C2+3+C2+1 3 J m L " OVERALL WIDTH_67.924 Q h11N SASH WIDTH(FLANGE WINDOWS) --OV2 � MIN.SASH WIDTH(EQUALLEG WINDOWS)=OVERALLwIDTH-56.924 2 GUIDE TO USING p Q ANCHOR QUANTITYWINDOWS TABLES FOR XOX 'CLUSTER OF2 `. CLUSTER OF 13ANCHOR', Q Q ANCHORS ANCHORS IN THE U - i1ANCMORAT; CENTERED AT THE( CENTERED AT THE j JAMB L THE SASH MEETING RAIL 3ANCHORS AT MEETING RAIL . .... THE FIXED LITE( i �I ANCHOR AT 12-MAX.;OG THESIS. 9 WAX No.58705 .9 S NOTESv X 1[ O IS 1)OVERALL MP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG 'MEETING RAID REPFATANCHOR PATTERN AT SILL WINDOWS,SUBTRACT I-FROM THE TIP-TO-71P DIMENSION INTHETABLE TO DETERMINE THE WINDOW SIZE ''�IIIIAi Ltut\ 2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE SIZE. A LYNN MILLER,RE TABLE 16. Anchor Quantities forXOX Windows Glass Types:2.3.6.7 Sash Meeting Rail:Standard Overall Sash 'Nidth 21-1/8"Overall Hgt. 29^Overall Hitt. 37"0-11 Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. Width Configuration Rhe C..) 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TABLE 17: Glass Types:8,10,11 Anchor Quantities for XOX Windows Meeting Rail:Standard Gvemll Sash Sash Width Configuration Width 27-118'Overall Hgt. 29"Overall Hgt. 37"Overall Hgt. 49"Overall Hg. 55"Overell Hgt. 63"Overall HgL Range(in) Head 8 Sill ,E4 Head 8 SII � Head B Sill m Head 8 Sill m Head 8 Sill E Head 8 Sill n -_�• I 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,C2a1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 \ l.';� i �ePrv..4mm�plrt c«uh dw 44' tTPd4a1}rI4h+4 12.053-15.008 1+C2+1+C2+1 2 1+C2N+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 3j' oa ll]]-32 12.038-13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1-C2+1 2 I-C2+1+C2+1 3 1+C2+1+C2+1 3 1+(32+1+C2+1 3 dmiro rPa tCp• ' 49' 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 •_/ 2-ANCHOR Y4-1/r% 12.038-14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 t+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 51118' 1//1/ CLUSTER DETAIL 14.334-18.050 1+(32«1+(32+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+faC2+1 3 V 61" 1/4-'/ria 12.038-16.302 I*C2+2+C2+1 2 1aC2+2+C2+1 2 1+C2-2+C2+1 2 1+C2+2+C2«7 3 1*C2+2+C2*1 3 1aC3+2+C3a1 3 -- 1/ 16.303-20.'075 1aC2+1*C2+1 2 1«C2+1aC2+1 2 1+C2+7+C2*1 rI+C2+2+C2+1 2a1 3 faC2*faC2+1 3 1aC3a1aC3a1 3 1/_1/2_1/4 12038-20.052 1+C2+2+C2+1 2 7+C2+3+C2+1 2 1+C2+3+C2+1 C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 y 76" custom 20.053 22.785 1+C2a 1+C2+1 2 1+(32+2+C2+1 2 1+C2+2+C2+1 C2+7 3 7+(33+2+(33+7 3 1+C3«2+C3+1 3 ,1/%-% 22.186-25.675 1+C2+1+C2+112 1+C2+1+C2+1 2 t+C2+1+C2+1 C2+1 3 1C3+1+G3+1 3 1+C3+1+C3+1 3 '1•/ >-24.082 i+C2+3+C2+12 1+C2+3+C2+1 2 1+C2-3+C2+1 C2+1 3 1+C3+4+C3+1 31+(33+3+C3+1 3 O 92.1/8' custom 24.083.26.185 1+C2+2aC2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 0Y�1/a 1/, 26 186-31:348 1+G2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3a1 3 3-ANCHOR 00 m w& I Z Z O rc W 25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 21 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+G3+1 3 1+C3+3+C3+1 3 CLUSTER DETAIL Z LL m m 9r custom 25.303-27.1 B5 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+7 3 1+C3a3+C3+1 3 1+C3-2+C3+1 4 V - n UUm ®a W L 27.186-32.'075 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+0+2+0+1 3 1+C3+2+C3+1 3F W v _ F o n 1/4_Y i/4 " -28.302 7+C2+3-C2+1 21 7+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+0+3+C3+1 IIIz 109' custom 28.303-30.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+34C2+1 2 1+C2+3+C2+1 3 1+C3+3+G3+1 3 1+C3+3+C3+1 3 'Z 'r w m W 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+0+3+C3+2 3 1+C3+2+C3+1 3M p Y4-%-Y4 - -29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 13 1+C3+4+C3+1 3 1+G3+3+G3+1 3 '$, ~ �2 113-5i8" custom 29.464-33.185 1+C2+3+C2+f 2 1*C2+3*C2+1 2 1+C2+3.C2+1 2 1+C3+3+C3*1 31 1+C3+3+C3+1 3 1+C3+3aC3+1 3 GUIDE TO USING ANCHOR QUANTITY W 8i Ili 33.786-38.222 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+3a C2+2 2 2+C3+3+ TABLES FOR XOX WINDOWS: 0 Z ; - 1/s C3+2 3 2+C3+3+C3+2 3 2«C3+2+C3+2 3 T 1/a -/4 31.052 1+C2+3+C2+1 2 7+C2*3+C2+1 2 1+C2-3+C2+1 2 t+C2+4+C2+1 3 1*(33+4+(33+1 3 1+C3.3+C3+1 3 120" custom 31.053-33.785 1+C2+3+C2+1 2 1+C2+3+C2+1 2 faC2+3+C2+1 2 1+C3«q+C3a1 3 7C3 3+ 3 1+C3-3+C3+1 3 i1+C2:3+(32'+1%3 - \ of Z O custom 33.1116-38.222 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 2 -C3+3+C3+2 3 2+C3+3+C3+2 3 2+C3+3+C3+2 3 a J U I Z S '•MIN.SASH WIDTH(FLANGE WINDOWS)=OVERALL WIDTH-58.556 1 \ Q Q ••MIN.SASH WIDTH tEQUALIEG WINDOWS)=OVERALL WIDTH 57550 F-CLUST.ROF2 f F CLUSTER OF 2r ANCHORS ANCHORS 3ANCHORS' 1. 1`1) I Illl rr� 2 jt ANCHOR AT_ CEMEREDATT7E- CENTEREDATTNEIN THE . 3ANCHORS AT JAMB `QN,-, N/ THE SASH i MEETING RAIL MEETING RAIL .!TME FIXED LITE L /• �•� ENSt:' 22.11TWX OC,! 1~ (ANCHOR ATI,'' C: ^r I-� ,2 MAX p THE SASH •r =*:T M.5B7D5 _ 7 NOTES: 1, { - 9'MSX. 'AQ StATE pFl o.•�: 1)OVERALL CPP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG X O x -�hZ" %�S( F(pR101"•���` WINDOWS.SUBTRACT('FROM THE TP-TO-TIP DIMENSION IN TME TABLE k" Ii TO DETERMINE THE WINDOWSIZE I IS/O ..•��``` -MEETING RAIL REPEAT ANCHOR PATTERN AT SILL 711j NA It `.. 2)FOR SIZES NOT SHOWN,ROUND LIP TO THE NEXT AVAILABLE SIZE. AIVRE M.7.,PE PE N B'Ki i- TABLE 18: WMIN(O.C. Glass Types:9,12,13.14,15 „ Anchor Quantities for XOX Windows Meeting Rail:Standard ' Sash ri=T+---- WCdt I Gonfigumbon Width 21-1118"0-11 Hgi 29"0-11 Hgt. 3T'O\ereil Hgt. 49'O1era11 Hgt. 55"o-11 Hgt. 63"Overall Hgt. �\ -i��'�• Range(I. g Head&Sill a Head 8 Sill Head 8 Sill Head&Sill a Head 8 Sill E Head 8 Sill C I�I !/4-1/2-1/4 12.038-12.052 1+C2+1+C2+1 2 1+C2+i+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 t+CZ+1+C2+1 3 JI + 44' 111 r, .Dred ur Pgiag w451t 12.053-15.008 i+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+CZ+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 _ ael Cod 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+ 2-ANCHOR xDAc 49" �i'/ C2+1 3 ��iMd_Pmdun I C 1+C2+1 2 1+C2+1+ CLUSTER DETAIL -Ya-% 13.303-16.675 1+ 2+ C2*1 2 1+C2*1+C2+i 2 1+C2*I.C2*1 3 1*C2*1+C2+1 3 1*C2+1+C2+1 3 L - y4-'/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 3 531/8' S'MA)(.O.C. - �/a?/ 14.334-18.050 i+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 13 1+C2+I+C2+11 3 1 1+C241+C2N 3 _ y Y2 J/4 12.038-16.302 14C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 -- 61.. ('•\ y3-1/3-1/3 76.303-20.675 1+C2+1+(32+1 2 1+(32+1+(32+7 2 1+(32+1+(32+1 2 1+C2+1+C2+1 13 1+C2+1*C2+1 3 1+C3+1+(33+1 3 t/4 1/_1 12.038-20052 1+C2+2+C2+1 2 14C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+M+3+C3+1 3 1+ 3+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•i 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 I '•-,/./ 22.186-25.675 1+C2+1+C2+1 2 1+C2+i+C2+1 2 1+C2+1.C2+1 2 14(32-1•C2+1 3 1+C3+1+C3+1 3 7+C3+1+C3+1 3 _ _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+03+4+C3+1 3 I+C3+4+C3+1 3 3-ANCHOR O - o t0» ' 92-118' custom 24.083-25.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+02+1 2 1+C2+2.C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 CLUSTER DETAIL N O Ya/a-� 26.186-31.048 7+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+11 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 O - 'L m O -25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+ Z Z �-Yz-I C2+3+C2+1 2 1+C2+4+C2+t 3 1+C3+4+(33+1 3 1+(33+4+(33+1 3 O LLZ on z W 4^NIAx o.c - 97" custom 25.303-27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+G2+3+G2+1 j 3 i+C3+3+C3+1 3 1+C3+3+C3+1 3 =W 7 of _j Ya-�Ya 27,166-32.675 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+(33+2+C3+1 3 1+ - U1 U m 3< J C3+2+C3+1 3 i W Z a F %_%_Y4 -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+C344+C3+1 3 ^' or> Z 109" custom 28.303-30.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+13 1+C3+3+G3+1 3 1+C4+3+C4+1 3 +/ wn LU t 3 . 1+C2+ ��� 0.186-36 675 2+ I J on LL 'FIF Y3- C2+1 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 24(33+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 t - ++ + + +1 +1 2 1+C2+4+C2+113 7+C3+4+C3+ -29.463 t+C2 3 C2 1 2 1+C2 3+C2 2 1+(32+3+C2 1 3 1+C4+4+(34.1 3 113-518" 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+G3+1 3 1+C4+3+C4+1 3 4-ANCHORw °�' N 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,C34213 2+C3+3+C3+2 3 2+C4+3+C4+2 4 CLUSTER DETAIL i OZ _ ' -37.052 7+C2+3+(32+1 2 1+C2+ CN1 2 7+C2+3+ ~ Q �_t� 3+ C2+1 2 1+C2+4+C2+113 1+C3+4+C3+1 3 1+(34+4+(34+1 3 120' custom 31.053-33.185 1+C2+3+C2N 2 1+(32+3+C2+1 2 1;C2 ;E2 2 1+C3+4+C3+1 I3 1+C3+4+C3+1 3 7+C4+4+C4+7 3 ___ '�, O Z custom 33.166-38.222 2+C242+C2+2 2 2+C2+3+G2+2 121 2+C2+3+C2+2 2 2+C3+34(33+23 2+C3+3+C3+2 3 2+C4+3+C4+2 4 1102ti3+C2+1'3 O n _ALLWIDTH-58.556 U "h11N.SASH L'NDTH(FLANGE WINOOLNS)=OVER - 1 ` Z -MIN.SASH WIDTH(EQUAL-LEG WINDOWS)=OVERALL IMDTH-57.556 GUIDE TO USI NG / """ "°D'"•' z ANCHOR QUANTITY / ciusTER OFz } I (-ciusTER OFz ;gNCHORS TABLES FOR XOX ANCHORS �- ANCHORS wTME II ANCHOR AT CENTERED AT THE CENTERED AT THE WINDOWS. THE SASH 3ANCHORS AT;i MEETING RAIL JAMB `���;-'LICENSE'•�C MEETING RAIL THE FI%ED LITE'.' 22112'MAX.O.C.I IANCMOR AT',,� ;} No.58705 91 MA)(. -H 12-MA%{OC. THE SASH I NOTES: --1 I. - �I : f ',p1-� -1 I1'-` �O�'. STATE OF ,V` t)OVERALL(TIPTO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG py: X O X + 4'9-'�X ��CCS'.;�OR1D?..'���`` II11 1 111 WINDOWS,SUBTRACTI"FROh1 THE TP-TO-TIP DIMENSION IN THE TABLE 7 _-+ - ' TO DETERIAINE THE WINDOW SIZE. 3{ +' _ 1 ��%Si�NAL E���� 23 FOR SIZES NOT 51/OWN,ROUND UP TO THE NEM AVAILABLE SIZE. -MEG RAIL-/ REPEAT ANCHOR PATTERN AT SILL IMI 1 A LYNN ss ER,PE I E . .EN 59](35 INSTALLATION OPTION 1 INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX BUCKSTRIP OR BUCKSTRIP.SEE NOTE 2,THIS SHEET. DIRECTLY INTO CONCRETE/CMU. INTO CONCRETEICMU.SEE NOTE 2.THIS SHEET. LIC'MAX.SHIM ' SHIM I/4MAX. I� {� SEE TABLE EMBEDMENTEDGE DISTANCE EMBEDMENTI NOTE B,FOR I .-- 1 HEAD TYPE SASN VIS'..BLE�( 12 4 _ .gyp a,cPreotyloS vOh Y.• i!4`MAX. —�.��� _ EDGE - LIGHTWIDTH I EDGE FLdd. ��') EMBEDMENT FL-idn!lBBddingC SHIM _��j DISTANCE 1T .r 1 DISTANCE paleit6. .DIB FIXED VISIBLE a;i�a•mIl pada Pmducl C.opttr4 TYP.ANCHORTYPE. I 11 LIGHT WIDTH YYYY ;-v EMBEDMENT AND EDGE SEETACEPER SUBSTRATE SISTANC E I9. 12"LENGTH.CENTERED --EXTERIOR flit - 1 20 ABOVE SASH R_ •• -_ 14 15 - TYP.ANCHOR TYPE, i TYP.ANCHOR TYPE, EMBEDMENTAND EDGE EMBEDMENT AND EDGE OVEILILL WIDTH DISTANCE PER DISTANCE PER SUBSTRATE,SEE TABLE 19 SUBSTRATE,SEE TABLE 191 8 NOTE B FOR HEAD TYPE W a NOTE BFOR HEADTYPE. HORIZONTAL SECTION A-A o (SHOWN WITH I G.GLAZING) V VISIBLE 11 —.- 1;4•MAX_SHIM Q LIGHT HEIGHT J n Z Z OVERALL 4 sz INSTALLATION O LL g �^ w HEIGHT \ OPTION 4 = i ANCHORED THROUGH Q'w �a J 50 FRAME INTO M1IETAL FZp Fxa 51 �> N c' TYP.ANCHOR TYPE, O Z Or Z 13 rJ l I EMBEDMENTAND fit) EDGE DISTANCE W LL 10 40 EXTERIOR j PER SUBSTRATE. (D O 50 V 19 SEE TABLE 79. of Z N I�J � � g a m MIAMI-DAO APPROIIED AWMINUNVSTEEL ION.FBC FRAMING — a, LL -- 7 COMPLIANT AW MINUNVSTEEL FRAMING O Z OR STEEL STUD.MAY BE VERTICAL OR � = Q 6'LENGTH,CENTERED HORIZONTAL SECTION C-C HORIZONTAL.SEESUBSTRATE ¢ Fa C AT MEETING RAIL, (SHOWN WITH MONO,GLAZING) PROPERTIES.TABLE 19. 0 Z J ANCHORED WITH(4) 18 SCREWS,(PH 60} H /-� ONLYREO EIGHTI NOTES: J Z = OVERALL HEIGHT IS Q — ,`I I OVER 63°, ij USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 79- TABLE 19.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. Min.Edge Min, A)MIN.Or 3 THREADS ANYINSTALLATION OPTION SHOWN MAY BE USED ONANYSIDE Anchor 50M.te gstance Embedment BEYONDTHEMETAL `1711VIII//I/l OF THE WINDOW. Southern Pine(SG=0.55) sme, 1-sw SUBSTRATE. tl12 steel, Aluminum,6063.75 m!n 18' 0.06]' MAX. EMBEDMENT 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1g;.;410 e)USE ONLY FLATHEAD �1- VCCNgE. .(( 1:4 SHIM _ 19.ALL WOOD BUCKS LESS THAN I.IIY'THIC,KARE TO BE SS Screw A36 Sleel 318' 0.063° ANCHORS IN HEAD AND Q': ';F�'; SHIM ` CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE Steel Stud,Gr.33 min. 3/9' 0.045-(18 Ga) SILL.PANMEX�FLAT HEAD z - N EXTERIOR .' OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. _*' 0.58705 • Concrete(min.3.35 ksB t' 1-3'4' TYPE IS ALLOWABLE FOR WOOD BUCKS DEPICTED AS 2X ARE I-IR"T ICK OR GREATER.I X IM"41055 ANCHORS IN THEJANIBS. EDGE TYRANCHORTYPE. AND 2X SUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY CmteFleX Ungmmed CMU,(ASTM 55) 2-112' 1.114" DISTANCE •EMBEDMENT ANDEDGE TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN Southam Pirw(GG=0.55) 1' 13rB' C)'UNGROUTED CMU' as O s a : DISTANCE PER SUBSTRATE, AND ORARC ITECTO IS THE RESPONSIBILITY OF THE ENGINEER Concrt:te(min.285 ksQ 1' i-Y8' VALUES MAY BE USED FOR INSTALLATION GHOPTION FRAME SEE TABLE 19. ORARCHITECT CF RECORD. IM.UX,c+I ANCHORED THROUGH FRAME Ukmcon Ungmuted CMU,(ASTM 5596) 2-112" i'il4' GROUTED DIRECTLY INTO CONCRETECM.U. 3)VISI BLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS Saulhem Pine(SG=055) 1' 1-3r8' DAYLIGHT OPENING)IS MEASURED FROM HEADING TO BEADING. A.LYNN MILLER P.E. VERTICAL SECTION B-13 11 P.En s6Tu INSTALLATION OPTION 1 INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME INTO 2X Y/DOD FRAME ANCHORED THROUGH FRAME ANCNORINSTALLATIOED THROUGH FRAME AND IX EUCKSTRIP OR BUCKSTRIP.SEE NOTE 2,THIS SHEET, DIRECTLY INTO CONCRETE/CrdU' INTO CONCRETElCMU.SEE NOTE 2,THIS SHEET -yl EDGE DISSTANCE— I EMBEDMENT -��----�J` ( �1la'MAX,SHIM tta•MAX. -��"-- SASH VISIBLE+I 12 B EMBEDMENT -^.._ LIGHT WIDTH 7 f SHIM EMBEDMENT EDGE DISTANCE . .'--� 17 I vaio8aB16e 4 7 i I T$rrtdA ` EDGE DISTANCE NoAF TIP,ANCHOR TYRE FIXED VISIBLE G EMBEDMENTANOEDGE t / LIGHT WIDTH °� ^n DISTANCE PER SUBSTRATE, `l, SEE TABLE 20. J —'-- ;•1\l:/ -a 1/ EXTERIOR t I 5 12'LENGTH,CENTERED ^ 20 ABOVE SASH SB 1� �� / rl •• 14 15 •- 444 TY SED."IOANO'C F ^-- TYP.ANCkOR TYPE, ( EM$EDMENT AND EDGE BUCK VNOTH EMSEDMENTAND EDGE ,J SUBSTRATE, DISTANCE PER DISTANCE PER SU$STRATE,SEE TABLE 20 SUBSTRATE.SEE TABLE 20 S NOTE B FOR HEAD TYPE HORIZONTAL SECTION A-A &NOTE BFORHEADTYPE. 7M 3 {SHgWN WITH IG,GLAZING) (£ 1. O VISIBLE p .r LIGHT BUCK HEK''NC �I 1p'MAX.SHIM LO N K Q HEIGHT 6 I _ 0 z Uy O Sz %! INSTALLATION a-- _ LU o ;.i OPTION zw 50 A ANCHORED THROUGH W C1 50 �. j--151 FRAME INTO METAL 1— TIP. q' i N t ^ wll—, TIP.ANCHOR TYPE, p 2.'ENIBEOMENTAND "Za O m 5pEXTERIOR EDGE DISTANCE Jto,�— PER SUBSTRATE, J O t6 14 15 e7_-- SEE TABLE20. O Q to B 14 15 —u. @ r^rn nl O OMPL AAOEAPPROL'EDMULLION, G I1! COMPLIANT ALUAi1NUF.bS'IEEL FRAMING S'LENGTH,CENTEREDAT HORIZONTAL SECTION C-C OR STEEL STUD MAY BE VERTICAL OR y� �j = O MEETING RAI HORIZONTAL.SEE SUBSTRATE U !SHOWN WffH HONG.GLAZING! O PROPERTIES.TABLE 20. O 15 ANCHORED WITH(4) Z g r �3B}� REQUIRED IF NOTES. w Lc Y J ' � HEIGHT IGHTI5IS OVER BY. O G Z = ! TA USE ONLY,FOLLOW EMBEDMENT AND E GF DISTANCE LIMITS TS TABLE 20.AN 120 FOLLOW OPTION EMBEDMENT AND EDGE INSTANCE LIMRS — Mm.Edge Min. A)MIN OF 3 THREADS ANV INSTALLATON OPTION SHOWN MAY BF.USED ON ANY SIDE A^cher Substrate Dat— Emtw_Em-1 , { OFTHE WINDOW BEYOND THE METAL )t11111111 T`lMAX. -• ., ( Soultrem Pine(SG�.SSS 1S !,&W SUBSTRATE \++ (LY SHIM , EMBEDMENT 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 782 uf410 AIUmIn-,606YT5 TI. Y8' e.Dss' �����pS3 cENN!N*� v 20.ALL WOOD BUCKS LESS THAN I-W" TO BE B)USE ONLY FLATHEAD � - 11 SLo-.,(' CONSIDERED 1X INSTALLATIONS.IX W'000 BUCKS ARE SS Screw A36 Steel YS" 0"063° ANCHORS IN HERD AND Y.' ,— EXTERIOR OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE Steel Stud..Gt.33 min, YS' 0.045'(id Ga) SILL.PANMEIUPLAT HEAD No,55705 C--le(mle 3.35450 I' 1-Y4' TYPE I5 ALLOWABLE FOR *.. EDGE NP.ANCHOR TYPE, WOOD BUCKS DEPICTED AS 2X ARE t-t¢-IHtCK OR GREATER.IX t)a'41055 ANO ZX RUCKS(WREN USED)SHALL BE DESIGNED TO PROPERLY Ung""I CMU,(ASTM C•90} 2.12' 1.114' ANCHORS IN THE JAMS, :� p _ �DIS7ANCE \_EMBEDMENTANp EDGE TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN CreleFlec Soulhom Pine(SG=0.551 1" tY8" 'A ES/p :-�= DI5TPMCE PER SUBSTRATE, AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER C)'UNGROUTED CMU- f INSTALLATION OPTION 2 SEE TABLE 20. Con claie(m3 n.285 A;B S' 13+8' VA LUES MAY BE USED FOR OR ARCHffECTOF RECORD, 'O'C ANCHORED THROUGH FRAME i!4'Steel UnmouteU CMU,ASlA9 G?0 Z- ' ORIDP•,.'_� DIRECTLY INTOCONCRETEICMU URracnn ( ) 12" 1-1!4• GROUTED CMU ' tS G\\ 3)VISIBLE UGHTVADTH OR HEIGHT(ALSO REFERRED TOAS 5ovthem Pne(SG-0.55) i' t-Y� APPLICATIONS. '�/>,S/OjijAL DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. /tr l r f I r 111 t t VERTICAL SECTION B-13A LYNNMiLLER PE P,E n 45rrs INSTALLATION OPTION 5 EDGE DISTANCE ANCHORED THROUGH:FIN INTO 2X INSTALLATION OPTION 5 �{—EDGE DISTANCE WOOD FRAME ORBUCKSTRIP. 015TANCE I~DISTANCE EDGE ANCHORED THROUGH FlN IW02X I.-MAX SHIM WOOD FRAME OR BUCKSTRIP TYP.ANCHOR TYPE,EMBEDMENT 1 ZANCHOR TYPE, I II II �AND EDGE DISTANCE PER I I f-(/q•MA)(SHIM EMBEDMENT AND EDGE SUBSTRATE,SEE TABLE 21. I I V/.I I,I DISTANCE PERS 7ABLEM III I II �-EMBEDMENT Y I ` , !. 0 f"� I I tnirt+e]axmz(:I 1,t SASH VISIBLE 12 �"' \ 'Y50i DISEDGETANCE '= 1 LIGHT WIDTH —1 I 'u Ctidi�x3 Cc �'C] I }Jpg3� II 17 I EMBEDMENT xlk" 4 EDGE EMBEDMENT �J �D(EDVISIIBLE DISTANCE IGWTH I 'III tk'IAS%. `^^ SHIM " � 'i"" "' Al 12'LENGTH.CENTERED 631 E%TFET"�RIOR 2 20 ABOVE SASH 16 v 14 I5 TYP ANCHOR TYPE, EM.BEDM TANE I`td'MAX.SHIM DIY DISTANCCPER /E PER BUCK WIDTH 1 ,LEI _ V) SUBSTRATE SEE TABLE21. > i HORIZONTAL SECTION A-A � WI � � o (SHOWN TH I.G.GLAZING) INSTALLATION �V, rn 1I j OPTION 6N lli 0 a0 VISIBLE ANCHORED THROUGH 0, _p N Z IIIi INTEGRAL FIN INTO MEm aWLIGHT HEIGHT 52 - m BUCK =W HEIGHT W UW 51 io,.. o ..,,�. w a EXTERIOR / 13 50 10 40 Z O 14 15 18 MIAMLDADE APPROVED MULLION.FBC a'.. COMPLIANT ALUMINUMSTEEL FRAMING / TYP.ANCHOR TYPE. = O � 8 OR STEEL STUD.MAY BE VERTICAL OR EMBEDMENT AND EDGE Q HORIZONTAL SECTION C-C HORIZONTAL SEE SUBSTRATE DISTANCE PER SUBSTRATE. p 7 J A 1SHOWN WITH MONO.GLAZINGI PROPERTIES.TABLE 2t. SEE TABLE 21, Z O Q Z 36 NOTES'. rILE 21' __ I i 1/4'MAX Anda, Suoalmle Min.Etlga Max. Nin. SUB TF-kPPR SHIM 1)USE ONLY TED ON TABLF 21 FOLLOW 2 1/c x.113'Box Nail Soulhem Pina(SG=055) OIS/18° S C. E 2-7�116en1 ` Y LYN11 /yl/�'' 1 ANCHORS LISTED ON TAB E2'FOLLOW 7 M�MSEDM. 1 EMBEDMENT AND EDGE DISTANCE 2.117'x.131'Common Nail Soumem Pang(SG=0.55) 3/8' 5' 2-7116'EDGE DISTANCE LIMITS.ANYINSTALLATIONOPTION ��C1:'U10EEXTERIORSHO'WN MAYBEUSEDONANYSIDEOF 2112'z.145'Ro9fing Nail Soulhem Pim.(SG=0.55) 310• 5' 2-7116'2-117'x.145-Rwiiiq Nail Soulhem Pure(SG=0.55) 3/e' S' 2-/16' No.58705EDGE DISTANCE Southam Plea(SG=0.55) 1/2' IT 11118"2)VISIBLE LIGHT WIDTH OR HEIGHT 91051te1 Tna4M1eao Screw of— 0.12F Alunlnum,6063-TS min. 5/16' S" 0.09" "O' Q'(ALSO REFERRED TO AS UpYLIGHT 912 Sleel,19Aat 410 SS -1.1'• -7 1VNCHOR TYPE,EMBEDMENT OPENING)IS MEASURED FROM BEADING S_ 0.050'A36 SIee1 5116• 5' 0.050• (D ST TE F [(7` INSTALLATION OPTION 5 SAND EDGE DISTANCE PER TO BEADING. 0.045'(iB Ga)Sleel StIx1,Gr.33 min 5/76' S' 0.045' ANCHOREOTHROUGHRNIW02X SUBSTRATE,SEE TABLE 21. 3)ANCHOR TO BE INSTALLED WITHIN !)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. WOOD FRAME OR SUCKSTRIP. 2-1?OF FIN CORNER VERTICAL SECTION B-B A LYNN MII.I ER,RE P.E a W. 2.724---� j+ I4B8- - 1--2.112• gar H- 2.T24• �•I via `._J i 31ea• I(� 2785' ales' f z.;ss' p-L, 2.060' o;r 062• I - I IXsz- oBz---1=- I asz- i .oar HEAD,INTEGRAL HEAD,EQUAL ^,JAMB,FLANGE -�.J.4M8,INTEGRAL /D JAMB,EQUAL LEG t1 HEAD,FLANGE FRAME �'FINFRAME =-J LEGFRAN..E %FRAME L-/FIN FRAME FRAME 'r. - 2.724' .724• --� 2724- �• -y 1248" —�- '_ 1.513• Sl rt W YY�/01 1 L' 4l i .Ofir _1� ?23" � sO•T 5 j 875' 3.151" 7.908" .g08'H- --�� . q O N a 1C� p al.p 0 3.65i' 14.276Of • 'INSTALLATION ial WINDLOAD ADAPTER �P2 '� m I Z 062' CHOLE COVER .. JO O �y W p '�-.csr j o6z• i ui R Lb �- V I SILL,EQUAL LEG FRAh1E >� •�\ -�710• ��_ f .518' o Z W V Z It W :v SILL,FLANGE FRAME f _D�SILLADAPTER "\\�I �)_ W _I LL 2.105,-- .e Sal,INTEGRAL .040' O O IJ FIN FRAME T—�R-jiIIS- 2211 Di SILL TRACK .xu)ANT1-LIFTCLIP N 170` y _ X64• ami K I� a.49 t 300• 1`��r:..: s30 .,_ z qG� ` .asr I r L138" .� l C a �s I � 2173• y I 1.136' i 1� ��_ ! 79i• I�� N r f _ 1.36T ��LJEJ �_ f_ t.mr 11_.. __- 14. .Cfi2' �--- .%01• j .IOP S �l s I^-� - 095 IY� ' N��=7,�' 1 �u.� .170• - 120• Ij 1 .glo° .D6s• �-.;� Q ¢ w = (,,)SASH PULL RAIL (?)SASH LOCK RAIL LIJ SASH TOP 14 BOTTOM RAIL ��IHO MEETING RAIL STD MEETING RAIL "16)SCREEN ADAPTER I?1a IG BEAD UaIG SNAP BEAD Dr!t 045- HOT-MELT ALUMINUM DESICCANT FILL \�\�pNY LYfyly OW j TABLE 22 MATERIAL PROPERTIES USED SILICONE BUTYL t, POLYISOBUTI LENE FOR ANCHORAGE CALCULATIONS I� �'�: REINFORCEMEM l SEAL 5/76'NOh1. L SF'•�( I STRUCTURAL ��_ SILICONE 1 f Mat al MhF Ma F. POLYISO NOh1116'NOM. 5116°NOM. �) No,$8705 P Steri Screw 42 tv 13a ka BLITYLENE WITH STRUCTURAL BUTYLS SEAL _*: •, •1II,��=795' li T95' IDBS_ fio tsi 3S bi DESICCANT SILICONE l //!, DE.ICCANT� STAINLESS STEEL 71 ` �S— 41OSce�•r 90 ts1 ItO ksI• FOAM WIIH FOAM ER Uiba[:m6 155 ks IR kv di60aiT3 Ahvn:mm I6 tri 22 tsI DESICCANT,!.; I EXT.G ASS / EXT G ASSI AO` RIO�P•l 41D6EE. rtYa EXT.GLASS:r� EXT.GLASSINT.GLASS -%-INT..GLASS 7I16-BEAD i41yi6-BEAD INT GLASS 1,/`/"A-INT GLS3R Gr.MS1eei88tl 37tsi 45Lsi ��''i�NALE�\\` "'KODISPACE /\SUPER SPACER''' .DUPASEAL" IXL EDGET1 il0i ,T1 i72 _.4SG TPS INXTTM SPACER /�%SPACER ALYNN h1111 FR PF P EN SaTCS >b� MIN 51RL 4 A 2J (nN 9'U99 PPD P?' ED kDDD 2!2! aPD2!aZ! V co i�. 1-0 CDCD n ........_.. t ............. ...... .......... "� W - �z Z mlo co \r j q �o) \ ~�\�=,y r:A t i\ �\'•\' \`� dlll l TECHNOLOGY N.V N.VENICE,FL 34275 A�l y'� (041)480-1600 �\ � -2.0 y �O CLZ` 9 COFYNIGHT U'LUIB YGIINUUSiRIGS,II:C a; - :S TAUTH.p19296 ALL RIGIRS RESERVED 'tP'T K\. "ALUMINUM HORIZ.ROLLER INSTALL.(LM) 1106130/18 '" C� .•'1��� BOM&CORNER DETAILS JENS ROSOWSKI Y�'hlliiilNl�T1�\\ HR-7710A 19 OF 19 7710NOA-1