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HomeMy WebLinkAboutNOA-windows \��$-o 5q Co MIAMI-D�ADE L FE MIARII RADE COUNI Y •I I I AN PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Shwt Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3152599 NOTICE OF ACCEPTANCE {NOA) www miamidade_nov/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 KHR-5510"PVC Horizontal Rolling Window—L.M.L APPROVAL DOCUMENT:Drawing.No.MD-HR5510-01 titled"Horizontal Roller-LM",sheets 1 through 18 of 18,dated 05/15/15,with revision B dated 03/27/17,prepared by manufacturer,signed and! sealed by Anthony Lyrm Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. AUSSILE IMPACT RATING:Large and Small Afmile 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 shalt 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 revises NOA#16-0714.17 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. NOA No.17-0411.08 4Z9rte Expiration Date: September 24,2020 13 Approval Date: August 31,2017 Page 1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i I A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NDA No.15-0903.10) 2. Drawing No. AID-39R5510-01 titled"Horizontal Roller-LM",sheets 1 through 18 of 18, dated 05/15/15,with revision B dated 03/27/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: l)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG;TPS spacer system,Duraseal®spacer system, Super Spacer®NXTrm spacer system and XL Edg6l spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FrL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively,all signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 16-0714.17) 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)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of series 5410 and series, 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory, Inc.,Test Report No.F171-8072,dated 02/03/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.1 5-0903.10) 3. 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)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-8073, dated 02/18/15,signed and sealed by Idahnis Ortega,P.E. (Submitted under NOA No.15-0903.10) Jorge 1VL Plasencia;IP.E. Pr act Control Unit Supervisor NOA No.17-0411.08 Expiration Date: September 24,2020 Approval Date: August 31,2017 E-1 I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBIVUTTED B. TESTS(CoMTWED) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Vtlmd Pressure Loading per FBC,TAS 203.94 along with marked-up drawings and installation diagram of series 5510,PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-8074,dated 11/06/14,signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No.15-0903.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5a' Edition (2014),dated 08/28/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No.15-0903.10) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear, Clear,and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas® (Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 08/10/17,expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc.for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16,expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc.for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16,expiring on 04/16/20. I Jorge n Plasencia,IP.E. Pract Control Unit Supervisor NOA No.17-0411.08 Expiration Date: September 24,2020 Approval Date: August 31,2017 E-2 j I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMTrrED F. STATEMENTS 1. Statement letter of conformance,complying with FBC-511 Edition(2014)and FBiC- 6th Edition(2017),dated 08/02/17,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest,dated 03/31/17,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal No. 16-0125 issued by the Product Control Section,dated March 09,2016, signed by Ishaq Chanda,P.E. (Submitted under previous NOA No. 16-0714.17) 4. Proposal issued by Product Control,dated 8/27/14 and revised on 9/10/14,signed;by Jaime Gascon,P.E. Supervisor,Product Control Section. (Submitted under NOA No.15-0903.10) E. OTHERS 1. Notice of Acceptance No. 16-0714.17,issued to PGT Industries,Inc.for their Series "HR-5510"PVC Horizontal Rolling Window-L.M.I.,approved on 09/01/17 and expiring on 09/24/20. i I Jorge M.Plasencia;P.E. rodaet Control Unit Supervisor NOA No.17-0411.08 r Expiration Date: September 24,2020 Approval Date: August 31,2017 E-3 �I TABLE!:ALLOWABLE GLASS TYPES Ohs TABLE 4:INDEX OF INSTALLATION METHODS PER FRAME TYPE Type Description(Usted from Exterior to Intortor) Frame clan Installation 'A•a AInstallation6 718°Laminated I,G,:118"A Exterior +VI Air 8 1H'a HEAT STRENGTHENED TY01:1111—Table Conditions � �Option Ostalt sheat Cap pace+6/16"Laminated;(2)Liter of 118"A Glass Wllh.080"PVB Interlayer T■TEMPERED laFig s Fig B) (sae Tels 1) 6 718'Laminated Lo.:118'T Exterior Cap+7/18'Air space+5/18"Laminated;(2)Utes of 118"A Giass wkh.090"PVB tntertayer 'PVW-.000'TROSIFOL83 PV3 Through the Into 2X Wood Framol6u*st -stoat 4,option 6 7 7/8'Laminated I.G.:3116"A Extetiar Cap+318"Air Space+WIG'Laminated;(2)Utes of 118"A Glass With.a90°PVB Intertayer BY KURARAY AMERICA,INC. t CMryfal 1 4 Integral tn,.,,,. Ink Metal-s 4,OpUOn a 6 718"Laminated I.G.:3116"T Exterior Cap+318•Air Space+6116"Laminatod;(2)Utea of 11W A Glass with,090'PVB Interlayer 'SO'-,090•SENTRYGLASr9 MU Thraugh the tam. ••••kik 2X Wood From/Buoketap-oho t 4,option B 10 718"Laminated 1,13.:118"T Extoller Cap+7116"Air Space+6)16"Laminated;(2)1.111e8 of 116"H Glass With,090"SG tntedayer INTERLAYER SY KURARAY of rho wlydow•••••. ....Inta halal-shoot 4 ton 7 11 718"Laminated LG,:3116"A Extedor CB +318"Air S AMERICA INC, into 2X Wood Proms/ •shoot 3,option 1 Cap pane+W 16"Laminated;(2}Utea of 1/5"H Glass with,090"SG Interlayer Flange 1 4 Though the tams,.,.Into CalerstalCMU-shad 9, ton 2 12 7181 Laminated LO„3116"T Exterior Cap+3/81 Air Spaoo+5116'Laminated;(2)Utes of i/6"H Glass with.090"SG Intedayer — (12) of tho window.,.,., ,,,,thro h 1xBuokatd Ink CorientUOMU•shoal 3,option 3 14 718"Laminated i.G.:118"T Exlettor Cap+8116'Air Space+711V Laminated;(2)Utes of 3118°A Glass with.090"80 Wertayr CLASS TYPES E,7,11 a IB oo MOW-slot 3, Ban 4 ` — 15 718"Laminated I.G.:3118"A Exterior +1/4'Alr 3 ' MAY HE BE USED IN THE _. pace+7118'Laminated;(2)Utes of 3/18'A Glass with.080"BO Intedayor HVH2 ABOVE 301. Through the Into 2X Wood Frsmsl8uokat4 •ehsd 4, B 16 718"Laminated 1,G,:3118"T Exterior Cap,+1/4•Air Space+MW Laminated;(2)Utes 013116"A Glass With,090"Be Intotisyer integral Fn 1.4 ttdegral tn.,,.., into Metal-shwa 4,option a ME SHEIT 6, It 0'-UK UW1NW0bUIM FRESSUREIANCHORAGE INDEX Through the tams ,.••kits 2XWood Frams/Buaks •shosl4,option B *fine W1 ,,,.into Matas.ahost4 EN.? TABLE 2r ALLOWABLE ANCHDR9 THROUGH THE FRAME Min.Edge Min. --°°°-- Seel ••••ktto 2X Wood Frarnsskstdp•.hal 3,option l Group Anchor Substrate •MIN,OF 3 Mds>Urine ��� k4kr.F. EqueLLsp 1.4 Through the hms ....Imo ConolotalCAtU-slot 3 option 2 Dlstanea Embedment" THREADS r of the widow...,..,,_I h 1X8uokstrfInto ConerriNCMU-shoot Non a BEYOND THE20 ) Nita AAslal.slisot 9 Option 4 kal M10 SMS Stee A3W a " a " METAL 1B�Sano Sp kis 95 kal (at"[,i"$.a. SUBSTRATE, 106amv 96kd 110kof or 410 S.S.) Steel Stud,A853 Or.331 3/8" 0.0451. 18 Oa.) Eke ot® X7IW Be ksl A Aluminum,5x63 8• O.OW 'UNCROUTED Etao txnatktiS 155ks1 177 Rai FIGURE B:FRAME TYPES P.T.Southam Pine(513-0.65 7116" 13x8' CMU'VALUES 410 68 Eko CmteFlexa 1274 kat 189.7 kal MAY BE USED 606376 At�lnurrl 16 kat 22 Rai 3116"steel UitrBcon concrete(m n,2,86 kei} 1" 1-318' FOR GROUTED Unarouted CMU, STM C-90 21 2' 1-1 CMU A38 Steel al ka (��}..�/� P.T.Southam Pine(SO=0.55) 8/16" 1 3AB" APPLICATIONS, Cir.33areq tud 93 6kat `.:/ t e L�p I{12 8-8 Steel,A36• 318" 6.060' a J B (Steel,118-8 S S.) Steel Stud,A653 Or. 318° 0.0451•(16 GB.) BOX OR } INSTALLATION NOTES.SEE SHEETS364FORILLUSTRATIONS• FLANGE EOUAI.- Aluminum,6063 TS• 318 0.063" LEG 1/4*stew Unman Concrete(min.2.85 ks) 1° 1.314" 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLES C thtgroute CMU,(ASTM C-90) 2-1/21 144 2 8 3,THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE UMITS. —yq 114"steel Cretalim Concrete min.3.35 he) 1,V4. ANY INSTALLATION OPTION SHOWN MAYBE USED ON ANY SIDE OF THE 114'ateei Uitracon Concrete(min.2.85 k81} 2.112" 13n4" 1MNDOW. 114"steel Ultracon P.T.Southern Pine Ga0.55 1" 1-318" 2)MASONRY ANCHORS MAY BE USED INTO WOODAS PER TABLE 2, 1/4"steel Cretetex Concrete(min.3.35 kal) 2-112" 1314" THIS SHEET,ALL WOOD BUCKS LESS THAN 1.112"THICK ARE TO BE (,�__,/ 3 UngroUted CMU,(ASTM C-90) 2.112' 1_114• CONSIDERED 1X INSTALLATIONS,IX WOOD BUCKS ARE OPTIONAL IF I D 1/4"steel Cretel ex UNIT IS INSTALLED DIRECTLY TO SUBSTRATE,WOOD BUCKS DEPICTED J-CHMS9EL INTEGRAL P,T.Scultism Pine(SGa0.55 1" 1518" AS 2X ARE 1.112'THICKORGREATER.IXAND 2XBUCKS(WHEN USED) IN 114'sleet Aggle•Gatot CAncreta("a.3.275 kat) 1-112" 1-3+8" SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TOTHE C __ P.T.80Uthem Pine SGa0.55 1' STRUCTURE WOOD BUCK DESIGN AND INSTALLATION IS THE U4'steel Aggte G�atar 6tl Bd CMU, t3TM C 90) 2" 2 RESPONSIel44TY OF THE ENGINEER ORAfiCHRECTOF RECORD, J 9)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT I TAO..a• LL WRS THROU WTHE lbaGRAL FIN OPENING)IS MEASURED FROM BEADING TO BEADING, PRODUCT REVISED as eompl vi with the Florida Group Anchor Substrate Mtn`Edge Mitt 4)SEE SHEET 18 FOR OPTIONAL EGRESS LOCK DETAILS aendlny Gootld Waterloo Embedment' NIG". 17.0411.00 E 2-12'x.131-Common P.T.Southern Piro SG-asfi) 318" 2.7116" ossa t I t rr� W. ter mer axpirailon Vete 0$124/2020 2.112'Wng-shank Real ng Ne l P.T.Southam Pine(80-0X5) 316• Zane- ,aa`�ONYLYIy�IM r.,, JR 03!27!17 NO ORANGES THIS aHrCT. H10 Truoshaad SM9 RT,Southern Pine(80x0,55) 112" 15/8' �a 151'"I iCFN , ,r. ssa segs s ' Rea rbal Mier roda —nVir weal,I"S.S Aluminunl,8DB3115' 3f8" 0.050" * Na$8703 2T «410 S,S.) Steel Siud,On 331 318• 0.04511(18 Ga,) : ofterot k L F Steel,AW 3tB" a.osa" •MIN.OF3 once"Mr t7lC, AL SSIANCHORSIFRAMEOPTIONS J ROSOWSKI P.T.Southern Pine(90.0,55) 9116' 1918" THREADS 3 � ;' : 1070 TECHNOLOOv ORNE M12 am$ �'•• ST E Aluminum, 3ql" GABS" BE`fONO THE �l/ N.VENICE,FL 34276 (Ot r 4 0 a.S.S. �i OgIDA as 05181 «4103,8.) Sts Wool,Stud,el 36- 318- 0,�, SUBSTRATE. /r�sS�Ov L� �a`` � ow p DLVMsouvvim— ca,d+o. HORIZONTAL ROLLER-LM � 05/15�1�5 AAL PEdrss7�'P'0 CERT.oFAtmt,t>z929e HR-5510 NTS 2 OF 18 MD-HR5510-01 I B INSTALLATION DETAILS FOR FLANGE AND EQUAL-LEG FRAMES INSTALLATION OPTION 3 TYP.ANCHOR TYPE, INSTALLATION21 OR 22 OR 23 ANCHORED THROUGH FRAME AND IX INSTALLATION EMBEDMENT AND EDGE OPTION 4 BUCKSTRIP INTO CONCRETEICMU. OPTION 1 DISTANCE PER SUBSTRATE, ANCHORED THROUGH SEE INSTALLATION NOTES SHEET 2 ( EE 8H ET8 ) SEE NOTE 2,SHEET 2. ANCHOREU THROUGH EDGE DISTANCE SEE TABLE 2,SHEET 2. FRAME INTO METAL TYPICAL FOR ALL "XO'OR'OrSASH 114"MAX SHIM EMBEDMENT FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. -� 114"MAX SHIM 19 16 30 16 29 29 SEE NOTE 2,SHEET 2. 13 n EMBEDMENT 40 OPERABLE 43 EDGE FLANGE f10OR#12STEEL - SASH DISTANCE --,- -- FRAME SMS(G3),SEE SHOWN TABLE 2,SHEET 2. 2 29 TYP.ANCHOR TYPE, *`7" 2 114*MAX SHIM FIXED 41 0 0 9 EMSEDMENTAND LITE _ EDGE DISTANCE PER 19 l- LIOHTIWIDTH SUBSTRATE,BEE _--- -- TABLE 2,SHEET 2. ro 72 i. ° 53 67 1' DADE APPROVEDMULLION, - I 51• 28 FSC COMPLIANT 0 VISIBLE �, EXTERIOR _ ALUMINUMISTEELFRAMING FLANGE UO TWID EQUAL ORE FRAME 72 14 4 VISIBLE VERTICAL OR HORIZONTAL SHOWN 24 OR 26 OR�20- LEO ° (1)AT MID9PAN OF INTERLOCK FIXED SEE SHEETS 6-6)TYPICAL FORALL FRAME (1)3.1PY FROM EACH SASH LIGHT LITE SEE SUBSTRATE PROPERTIES, ( SHOWN �. CORNERAN0(1)AT'CENI ER0F HEIGHT TABLE 2,SHEET 2 'XO"OR'OX'FIXED MEETING RAIL BUCK WIDTH - SASH STILES/RAILS _ 26 HORIZONTAL SECTION A-A(OX) 22 OR BUCK 29 30 16 10 16 ((E 23 SHMTB 7.8)TYPICAL HEIGHT EXTERIOR T OPERABLEOPERABLE 43 FOR•ALL°XOX"SASH OPERABLE SASH 20 SASH — SASH 37.38 0 VISIBLE - - - o `- 21 R 22 OR 23 HI HEIGHT - Q SEE SIET6 �, 28 L TYPICAL FOR l -- _ ALL SASH L 1B 41 FIXED _ VISIBLE LITE �•• VISIBLE Be ---- 46 47 LIGHT WIDTH - o LIGHT WIDTH 43 _ 61 - 29 FRAME -67 88 0 c 0 _ �^ 't_ �. WEEP QPT, 28 16 SHOWN NOTCHES 60 0 314" • VISIBLE 42 EXTERIOR 1.114"xX114114" ` 2 94 25 R 26 LIGHT WIDTH 72 14 4 4 (SEE SHEETS 8.8)TYPICAL FOR ALL"XOX"FIXED MEETING RAIL 33 114'MAX r" BUCK WIDTH PRODUCT REVISED SHIM HORIZONTAL SECTION E-E(XOX) EQUAL-LEG a•comp,lnp with the Florida tgLLpTION AS PER SECTION A-A ABOVE 5H� At+lla No�otli ' EQUAL LEO a \11Trll NOA�Io. 17-0411.00 FRAME SHOWN { �� r RrWW Sle DoH: RrHpon: li ratlonD •0 124/2020 � 'lQNN&�i�� JR 03/27/17 N0cHANOESTHI9sHeEr. INSTALLATION EMBEDMENT `� L{CENT•. ,i my OPTION 2 + " •+tl. MNs�d fly. Dols: R•vGdon: MI•m •Product on ANCHOREDTHROUGH ' •..;• * N0.58705 FRAME DIRECTLY INTO ••• l� *- CONCRETEICMU. ;.•, ,_ EDGE = :(,( - TYP.aNCHORTVPE, DISTANCE VISIBLE LIGHT FORMULAS :�1. 3Tir ::ff�� FLANGE&EQUAL-LEG/BOX FRAMES JROSOWSKI EMBEDMENT ANO EDGE VERTICAL' (EQUAL-LITE,XO&O)) STAT ^'•g" 1070 TECHNOLOGY DRIVE DISTANCE PER SUBSTRATE, '�� %AORIOP,.•''�C���` NVENICE,FL 34276 + DoH+ sEETABLE 2,SHEET2: SECTION B-B He°oHr euCKHEI HT-T•1f44" '�i s'/p' NG��� (641 HORIZONTAL HORIZONTAL ROLLER-LM 06/16!16 ir41111 1%%% oormmHraponratrnuaaM NG. Snf.4/Aloa4 secs + Gs•!np Ne. Mr. A LYNN MILIUM P,e, CERT OF AUTH n901 HR-5510 NTS 3 OF 18 MD-HR6510-01 B P,E,d eeTDe INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 8 INSTALLATION ANCHORED THROUGH FRAME INTO 2X OPTION 7Z1 R 22 ETOR 23 WOOD FRAME OR BUCKSTRIP.SEE INSTALLATION OPTION 6 ANCHORED THROUGH FRAME S€�P INSTALLATION NOTES SHEET 2 ( EE 8 B 8 ) NOTE 2,SHEET 2. ANCHORED THROUGH INTO METAL(INTEGRAL TYPICAL FOR AL(. EMBEDMENT INTEGRAL FIN INTO 2X �- EMBEDMENT FINMLANGE REMOVED) 'XO°OR°OX"SASH WOOD FRAME OR BUCK- 1p 20 _ STRIP.SEE NOTE 2, EDGE 114'MAX.SHIM 13 19 18 30 28 EDGE SHEET2, DISTANCE PO 40 OPERABLE - __ DISTANCE J-CEL 010OR012STEEL _ BASH -- - FRAME 3 MOWN — - _ 1 SMS(05),SEE 37-39 1 TABLE 2,SHEET 2. o 1 28 EMBED ENTANHOR PE, 114'MAX SHIM EDGEDM DISTANCE �1I FIXED 41 EDGE DISTANCE PER 1 I �— LITE o_ SUBSTRATE,SEE Lul TYP.ANCHORTYPE, FIN ANDOOR f�_ VISIBLE ,�, 2. EMBEDMENT AND EDGE FLANGE MAY BE LIGHT WIDTH TABLE 2, HOW) DISTANCE PER SUBSTRATE, REMOVED IN-FIELD --- (SCREW SHOWN) 72 SEE TABLE 3,SHEET 2 85 87 Ff N O19 DADEAPPROVEDMULLION 0 VISIBLE 42 EXTERIOR 0 SHOWN 28 FBC COMPLIANT LIOH7 WIDTH ALUMINUMISTEELFRAMMG 24 OR 2S OR Rt —72 14 3 OR STEEL STUD.MAY BE SEE SHEETS M) YYPICAL FOR ALL VISIBLE FOXED VERTICAL OR HORIZONTAL. ( ) LIGHT LITE SEE SUBSTRATE PROPERTIES, 'XO°OR"OX"FU(ED MEETING RAIL INSTALLATION HEIGHT TABLES 2 83,814E-T 2. BUCK WIDTH —•- HORIZONTAL SECTION C-C(OX) 2. HE OPTION e (BEEEE SHEETS 7.8) ANCHORED THROUGH 29 90 1B 19 18 TYPICAL FOR FIN INTO METAL FLANGE MAY BE REMOVED) ' ze ALL^xox° EXTE R OPERABLE 2p OPERABLE 43 SASH HEIGHT a — `' 0( o SASH 87.38 �, SASH o _ _ L SM9 OIDOR01BEBEEL VISIBLC 1 l 21 OR 202 ORE SHEETS 23) HEIGHT OHT OPERABLE J II TAB 1&1111172. 2B r TYPICAL FOR j 41 FIXED e I 1_. o I _I I ALL SASH 1 I VISIBLE �• ,.- - e LITE -_ _ �'1 LIGHT WIDTH - 88 (go LIGHT WIDTH OPT, 80 81 FIN o o O FRAME 67 86 .J.• N WEEP 8 O - .� 2B SHOWN O 26 28 -�1 LIGHTWIDTH72 - 14 F 42 0 3N'X 114" 1"L 1 J AM EL 1-1N•X 114" 3 (SEE SHEETS&0)TYP CAL FOR v I FRAME 15 I ALL"XOX'FIXED MEETING RAIL SHOWN BUCKNAOTH ED 3 t/+^MAx HORIZONTAL SECTION C-C VOX) eROmpUtyCn Rwith thsFlorida p �BHIM (1)AT MID-SPAN OF INTERLOCK iYlldlnp-Co�N WSTALLATION A8 PER SECTION D-D ABOVE FIN FRAME O(1)5.1R°FROM EACH BASH 11111111 _- NOA-No. 17-0411.00 -(' CORNER AND(t)AT CENT£ROF Rntrrd By: DaV �l Rwdton: Expiration Dal 9/24/2020 SHOWN T 3ASN STILE9/RAll9 `��`��QN Maj./�i� JR 03/27/1/ NO CHANGES THIS SHEET. .y TYP.ANCHOR TYPE, G7--f EMBEDMENT AND EDGE DISTANCE ' EDGE BERM CEPER — •,� 7h�iwJ O°� R.da1on+, Mlram Product on SUBSTRATE,SEE SEE `* No.68705 •: *= TABLE S.SHEET 2. -� EMBEDMENT ' VISIBLE LIGHT FORMULAS • a 31,E = ® J-CHANNEL 81 INTEGRAL FIN FRAMES J ROSOWSKI VERTICAL o'. �F INSTALLATION OPTION 5 (EQUAL-LITE,XO&OX) ' .� iWpTECIWOLOGYDRIVETHI&I p,r.; ANCHORED THROUGH INTEGRAL FIN SECTION D-D _ WIDTH:BUCK WIDTH 12.4.1/4• �'�,F.p•''F��RIDa..•'��?�� w"amem 5 HORIZONTAL ROLLER-LM 06/16/16 INTO 2X WOOD FRAME OR BUCK- HEIGHT;BUCK HEIGHT•7-1/4' ''+.;S�ONAL E��`� COpyp1WomlTFGr&mff=INC. STRIP.SEE NOTE 2,SHEET 2, 111 I j 111\ Splw/Nodm scok, r• Drmring No. RIY: A LYNN MILLER,P.E. CERT, OF AUTH.N2D2� HR-5510 NTS 40F 18 MD-HR5510-01 B P.E.N E8786 SILICONE STRUCTURAL �•I 718'NOM• 7B•NOM, --�I 718•NOM, —�•I Will NOM. POLYISOBUTYLENE 1/4'NOM. WITH DESICCANT KODISPACE 5116"A/A PVB 5/16'A/A PVB 5116"A/A PVB 6118"M PVB GtASfi 1e 7/16'AIR SPACE 7116"AIR SPACE 3/8'AIR SPACE— 318"AIR SPACE 4SG TPS 118"A OLAS9 118"T GLA9S 3/1e"A GLASS 3118"T GLASS �1 EXTERIOR a) GJ EXTERIOR a EVER $ INT.GLASS • 7e•7a -• rano 7e•n roao HOT-MELT BUM STRUCTURAL GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 SILICONE5118,NOM. GLASS TYPE 5 FOAM WITH ' DESICCANT SUPER NOM. TV NOM. �+— � 718•NOM. � •--�{ 7W No �+-• EXT.GLASS OSPACER"NXTT" I I I I 6/16"FUM SO 5/16"H1H SG 6116"HIM SG 7/16"A/A SG •7116"AIR SPACE 318"AIR SPACE 3/8"AIR SPACE, 6116"AIR SPACE INT.GLASS. 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS 1/8"T GLASS ALUMINUM EXTERN a EXTERIOR �J EXTERIOR G]EXTERIOR REINFORCEMENT 7eio 7eae 7678 re•r9 Y 7 6116•NOM. DESICCANT GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 14 FOAM ��DURASEAL® EXT.OLASB SPACER 1R•NOM.GLAS9 Tie.NOM' �+'� 7/6•NOM, �+ 70.79 SITE TYP, I I INT GLASS 72 -'74 7/16"A/A SG 7/16"A/A SG GLASS TYPES B,7,11 615 EX1ERIOB 1/4"AIR SPACE 114"AIR SPACE•— ' MAY NO2 BE USED IN THE 28 3116°A GLASS 3118"T GLASS HVNL ABOVE X. POLY19o- DESICCANT FILL AREA 'BUTYLENEV—INT. 6116'NOM. 29 76 (�EXTERIOR a EXTERIOR GLASS TYPES 10.12 614.16 SEAL "- :) 'MAY NOT BE USED WITH ROLL-FORMEDLICONE SEAL 29 0•ie 79.79 FIN FANNEL RAMES R INTEGRAL STAINLESS STEE PRODUCT REVISED XL EDGE 93 No comp�yIn�with the Florida EXT,GLASSSPACER GLASS TYPE 15 GLASS TYPE 16 gu11ring Cod• 10A-No. 17.0411.08 111 • ��`` NY LYNN ��, r IPrwlom Expiration Onto 08/2412040 .� q�n• y1/ '', JR 03/27/17 Na 0K11N9E91KI96"C9T, ey otAssTYP.GLAZING DETAIL �� �1cenlsF `'� �" Rartdonr might ro uo control * No.58706 E4AY DsseAP9on Mg,lti 11'= "A'-ANNEALED STRENGTHENED ^� �. vow n 'r TEMPERED �7� ', �1 r ;� � G ZING DETAILS J ROSOWSKI 9 Komm9nlnp 4SG TPS Spacer System •PVB••.000•TROSIFOLO PVB BY KURARAY AMERICA,INC. A 0 (V 1070 TECHNOLOGY DRIVE T1fbr oay; 77 Owrrox Super Spacer nXT w9n Hot Nett Butyl Sea this •SG"=.000'SENTRYGLAS6 INTERLAYER BY KURARAY �i •''• DRiDM•- �[�� N.V1.t410E,FL 84278 78 OusnezSumoNSpecer Sheat hr AMERICA,INC. '',S'S�DNA�ENG`` <oor�rrl m.i7ro7raisrxo,trc HORIZONTAL ROLLER WINDOW-LM 05116/15 MelodalS 'II11/ LLQ\ Sarks/Wod"h Scale d Ora161p No. Rar 79 Csniinel XL Edg9 Spacer FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1, A LYH/1�11� R P.E. 5 OF 18 MD-HR5510-01 B F RENC EST REPORTS;FTL-6717,8968 d 8970 SHEET 2. P..0 68708 CERT.OPAI7RL 92az9e HR-5510 NTS TABLE 8;_ Index to AB Design Pressure and Anchor Quantity Tablas Max, ax. Gins Pahl. Culp Preneura AnehorOuentty TABLE& TABLE 7: Winn Hd V Type laws Glass Typne Design Pressure(lbse) Gins Types Design Pressure(lbee) 7 9 9.8 for XO Or OXNMdows e'0 forXOorOXW1ndows 1 p Redd Lewl Rt 9 Buck Helghts up to 86' Relnt.Lsrol R2 AN Buck HeiphM UP to 84' ID 76' mr 8'8 9 8 19 1 AN Buck Wltllhe All Buck Wk181a or tIY 4 tt 1 +90►•90 +691.70 OK 4 10 3 20 1 up to 78• up to 78• 7S 7@� U 12 4 12 2S 1 SEE TABLE 17 FOR ANCHORAGE SEE TABLE 18 FOR ANCHORAGE 120 03' e 2 XOX 0 4 1 B 14 140, �„ 1 -1 4 18 B 1 u- 3 4 1a I HEADER HEADER j +� r— C MAX.O.C. SECTION DETAIL SECTION DETAIL FOR WINDOWS WITH 21 FOR WINDOWS WITH 21 LEVEL R1 REINFORCEMENT LEVEL R2 REINFORCEMENT (REINFORCEMENTS BASH (REINFORCEMENTS SHOWN SASH rtAlCHORHEIGHT INFIGURESAPPLYTOALL HEIGHTIN FIGURES APpLYTO ALLZr m<r STER DETAIL FRAME TYPES 6 FRAME TYPES 8 CONFIGURATIONS) 21 CONFIGURATIONS) 21 4`MAX,D.C. ---y r— I SILL SILL 74-LAINCHOR CUSTER DETAIL SASH WIDTH -- BASH WIDTH - — MEETING RAIL MEETING RAIL C MAX.D.C. —+••I r-- - 20 Z4 21 21 21 21 JAMB Emma JAMB p IOR "// I// 8-ANCHOR PRODUCT REVIBED / as Coln ryIno with the Plarlda CLUSTER DETAIL Dullalnp Dode Io s• NOA-No. 17.0411.0E 1)USE THESE TABLES FOR ALL WINDOWS 111111II11 ,� INSTALLED THROUGH THE FRAME OR , Expiration Dab 0 9124/2020 W MAX,O.C. INTEGRAL�..�.I FRAME DIMENSIONS ARE BUCK WIDTH AND �``` 41..LCE..... ��. JR 03/27/17 R rCTED TABLE B. my 4•MIN.O,C. fr F Mla ro uo en BUCK HEIGHT(SHEETS 3.4).SASH EVE IS AS '• � ReWtaa aY+ Oafs Rev(tlau PER THE FIGURE ? No.68706 '— 72-AN'CHOR 3)FOR SIZES NOT SHOWN,ROUND UETO THENEXT AVAILABLE WIDTH OR HEIGHTOrw'nDIMENSION SHOWN ON THE TABLE. ; DESIGN PRESSURE TABLES J ROSOWSKI 4)'U4.112114`AND^U31M-1I3'N01CAreTMAT � '•. A '0TH09E STANDARD SASH CONFIGURATIONS i.� •' �/` 1070 TECHNOLOGY DRIVE fltlnSTER DETAIL FALL WITHIN THE SASH WIDTNRANGE INTHE �i'`Sv' RLOr•..•'G��`� KVENICE,FL94278 ADJACENT COLUMN.'CUSTOM•INDICATES �.,,5'ipNA�•EN�L.� (e41}4B0.1t100 HORIZONTAL ROLLER-LM 05/15/15 THAT NO STANDARD SASH CONFIGURATIONS III IIIIIIILL OOPYROH7ata17 POT 11DRiRE8,N0. S000e: GVNAp A", RN: FALLWIT1ucERr.N THE RANGE, ALYNN MILLER,P.e. of AUTFL HR-5510 NTS1 -60F18 MD-HR5510-01 B P.ea 86708 TABLE B: ow."a Design Pressure(Ib@Me) 1-5 forXOorOXWAndowe RNnt LovA R3 At Suck HOlphts up to 87 AN Buck W14the +801.50 HEADER to to 75' SEE TABLE 19 FOR ANCHORAGE TABLE M Sim Type Design PIi9Bur8(lbohY)for XOX 22 5•8 Sash Ssh Rdni.L9wl CoMpunllon 11.1 Wlndow0 Range On) Window BuckN I R3 49• HEEIIGHiT 35.114• �-15-K 11.391•11.301 +50,0 •500 +50.0 •50.0 +50.0 •50.0 � 3W 1S- - 12.309.12.300 +50,0 30.0 +50.0 .80.0 +50.0 30.0 45.1!8„ .M.x 11.391.13,397 +60.0 •50.0 +50.0 30,0 +50.0 .50.D ' 13.399.14.903 +60.0 •600 +50.0 •10,0 +50.0 SOA 47.314" 3S-1S-� 11,391•IZ207 +50.0 -10.0 +50.0 •50.0 +50.0 30.0 K-04 12.290.10558 +50.0 •100 +60,0 .•50.0 +90,0 30.0 c- R10R SILL CuMom 11.391.12.015 +SOA •50.0 +50.0 •50.0 'FO 30.0 (�7 52.118" X.%.14 12.017•13,397 +50.0 1 •500 +50.0 30.0 +50.0 30.0 %.H.% 13.390.17,010 +50.0 %%.0 +60.0 •50.0 +50.0 •50,0 Cwtom 11.391•13.397 +50.0 •600 +50.0 •50,0 +50.0 Sa 50• X.H.5 13.398-15,SSO +600 •600 +50.0 30.0 +10,0 30.0 �- SASH WIDTH 16.15.34I 8.951•19.541 +50.0 •600 +60.0 30.0 +60.0 •60A CMI0M 111.391-11397 +50.0 300 +50.0 •50.0 +50,0 30.0 _ MEETINGRAIL 75• M.H.% 13.388.19,110 +50,0 •500 +60,0 30,0 +50.0 30.0 J 2, X-H-H 10.111.24.541 +60,0 300 +50.0 •60.0 1+60.0 1 30.0 _ J Cwtom 18.350.19.397 *500 •50.0 1+50.0 30.0 1+411-149.1-, 22 22 90• X.%.% 19.398.24.980 +50.0 •600 +60.0LI +50.0 30.0 JAMB Custom 24.981•30.950 +50.0 •5Q0 +60.0 •60.0 +60.0 •50.0 V 120" •30.990 +60 300 +50.0 •19.1- ' •+501.50 FOR GLASS TYPES 9-B SEE TABLE 23 FOR ANCHORAGE . ••MIN.SASH SIZE=WI024WY'OP18-'W e SECTION DETAIL 2 FOR WINDOWS WITH LEVEL R3 REINFORCEMENT (REINFORCEMENTS SHOWN PRODUCT REVISED IN FIGURES APPLY TO ALL me eomplylnp with the Florida FRAME TYPES& Building CCootld0 CONFIGURATIONS) 11 I t l l l NOA-No. 17-0411.08 I1 !' R.rwem Rxpirxtlon Dote 0912412020 .�` qN......!N '��. RMW�•; Doer: `.`��a•'' ! � JR. 3/27/17 NoeNANoSTNto B�ce •,� Mesad I Rbno rlixm r roue Control * No.58708 7 * * Dorceptionr Omwin . DESIGN PRESSURE TABLES J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL PIN, �� R 4l/�� 1070 TECHNOLOGY DRIVE 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 34�SASH SIZE 13 AS PER THE FIGURE �� 40RIDP,,•''�a�� K VENICH,FL Swill Rth� Doth 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEM AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE, �'�is�ONALENG�\ (aco�rAw;m57rorotDutlRlu,ltm. HORIZONTAL ROLLER-LM Ob/15/15 4)-114.112-114'AND•1l1113.113•INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SAW WIDTH !1 III -------1111 SreMn/Meed+ Scald ha 1 Diorlrp Ra Mw RANGE IN THE ADJACENT COLUMN. INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN A.LYNN MJUER,RE CERT,OF AUTH.Y29295 HR-5510 NTS 7OF 18 MD-HR5510-01 8 T11E RANGE, P,SJI18705 TABLE,11_ TABLE 12: TABLE 13: Gloss Types Design Pressure(lboWl for Glass Types - Design Preserve pbs/fta)for Gds Type' TABLE% 5•8 XO or OX Windows 10t28/440 XO or OX Windows 618 Bub sash DeslDnPressure(lbs/7ta)for XOXWlndows WkIth OIMs Types Donlan Pressure(Ibse) RON. Win�w Suck H f Relm.Levin -'i mdrn'v Buck Hr11nt Rens Lmet cadoDralron RaW$n) ow suck Hz x + tC4 54" ' R4 36• 4e•2&112' $3' $-$ far XO or OX Windows 26.12• +850 R4.70.0 +85.0 -70,0 +85.0 -700 25.1/2" +$6.0 •170.0 +415.0 •110.0 r65.0 •1100 Costain 11.391.13.307 +86.0 .70.0 409,6 •76,0 $6.0 -70.0 +09.0 45.3 Re}n!Lawei Rd AO Bock Halphts aP to TY 28' +050 .70.0 "+65.0 -70.0 +65.0 •700 28'•" +85.0 •710.0 +65,0 •110.0 +65.0 -110.0 80" „_„ _ X-X-X 13,398.16.306 +85.0 .7D.D +850 70,0 +65.0 .70.0 +BaA 40.0 Al suck Wldths +501-� 38' +650 •70.0 +85.0 -70,0 +650 F. ,Y 38' +850 .110.0 +65.0 -170.0 +eSO •170.0 � X•X- 78.361.18.8{1 +88.0 -70.0 46a.D 476,0 +145.0 70,0 +66,0 •70.0 oto 78• 4Z +850 -70.0 +85,0 •70.0 +$6.0 •700 42' +850 •110.0 +65,0 -1700 +850 -11DA Custom 11.391-t&397 185,0 •70.0 +65.0 4;4,8 +8;3.3 fi33 :53,2 -0&2 48' +850 .70,0 +85.0 •70.0 +85.0 -70.0 46" + 0 .110.0 +W.0 -110.0 +850 -110.0 75' X•X^ 1&39a•19.710 +86.0 -70.0 aee.0 470.0 +83,0 41x8 45eZ -0e,2 SEE TABLE 26 FORANCHOt4ADE 85 - - 18.171.24,8}1 +S&O -70.0 +65.0 -704 +66.0 -Too +06,0 4$.0 80' +850 •70.0 +86.0 •70.41 +86,0 •70.0 # 80• +85,0 •110.0 +85,0 •110.0 +85.0 •93.0 75' +850 -70,0 +65.0 -70.0 +84.3- 4431 75• +$54 •110.0 +650 -103,5 +1350 .800 Qutom 1&300.19397 +03.0 -70.0 +88,9 •58,8 +669 475.3 +441 •497 '+861.70 FOR GLASS NPES 8.0 SEE TABLE 22 FOR ANCHORAGE as, - K-K' 10'398'74'360 +66,0 -10,0 +62.1 42,1 +56,0 -0&0 +W.3 ,80,3 SEE TABLE 2IFOR ANCHORAGE Guatam 24681.30360 +65,0 -70.0 +85,0 70.0 +$&0 47,3 +57,6 -57,0 TABLE i6; Ghu Type$ Design Pressure(bee)for XOX 127 . .X •. .30,303 +06.0 7o.D +69,0 •594 +m.e 416.6 +49,1 -49.1 i0.12 Sash Bash^ Windows HEADER TABLE 14: "MiN.SASH SIZE_MPP�-�W H_59,24 SEE TABLE 24 FOR ANCHORAGE rbint lswi COM710rstlfat Rsnps 0) Wlfidow Buck MgbM Gtasa TYPoa '8' 64' �' 710 Bash sub Design Pressure(Ibs/R°)forXOXWindows Custom 11.391.1&387 +6&o -110.0 +65,0 -110.0 +116,0 •110,0 Wtm.L"I Con/Buokm Width 87 X-X-X 13,395.15380 +65,0 •110.0 +8&0 •11&0-z.0 •710,0 R4 lTsplspn} euek 4e -X•33 18461•1/841 +66,0 410,0 +$8,0 •110.0 +8&0 .110,0 Oustem 11.301•t&397 44x0 •70.0 46&D 70,0 +684 r-704 +66,0 704 {, Custom +1.391•+&397 +65,0 •110.0 -no -110.0 +416.0 •110.0 ., 60" )R-X-X 1#.301.16,380 +884 •70,0 +16,0 •70,0 44810 70,0 +60,0 •70.0 $p T6' }3.35.)'j W,308.10.110 +611,0 •110,0 +no •110,0 +6&0 •110,0 SASH � ){-yS- 15,38 1.79.641 +08,0 •70,0 +65.0 •70,0 +00,0 •TOA +004 • A 33-X- 19.111•24841 +85.0 •11110 +85,0 410,0 +850 410.0 HEIGHT Custom 11.397.13,397 +65,0 •70.0 +55.0 700 +05.0 70.0 +6&D •70,0 Custom 17,541•+&387 +6&0 •110.0 +Mo 410,0 +05,0• -104,6' 75' X•X-X15395.10,110 +08,0 -70,0 +07,0 •70.0 +664 •70.0 +85.0 •70,0 Or X•X-X' 10.508.24360 +850 •110.0 4450 410,0 +88,0` •109.6' 23 � X-X-X 19111.24e4i 1864 •700 +65,0 70,0 +$6,0 •TOA +65.0 •7010 -3om 24.301.31.641 4450 •1104 +OSA -110,0 +SSA -110,0 Cohn 71,310.19997 +08,0 -70,0 465.0 •70,0 +05,0 ADA 168.0' 402• 120' X-H-X 20.641-32.616 +664 -ti0,0 +08,0 •1 too +08.0' •1040• _ 33 X_ .X 19.398.24360 ++3,,O 70.0 +'I D 70.0 +664 70.0 +SaO' BbM X-X-X 32,615.39641 +8GO Alto +$&o •+1o.O *$&a .1too Glom 24,3D+•30aeo +e6,o 70,0 +65,6 -70.0 +65.6 .ro,D .3520 .-Too 147 Wal. '• •38.641 485,0 •110.0 1+$6.0 1•110.0 1+85.0• -104.5' EXTERERSILL Tec X.X. •3O.3a0 +$63, •70.0 1+ea.o 7a.o 485.6 70.0 Wo- W 1 +6 .110 FOR CLASS TYPES I i 812 SEE TABLE 26 FOR ANCHORAGE a '+851.70 FOR GLASS TYPE 6*` SEE TABU 25 FOR ANCHORAGE "MIN.SASH SIZE a W W2QV WIDTH^60 72 MIN.SASH SIZE•WINDOW W(3TH^09.7a TABLE 18: 2 2 Glass Types Das n Pressure lhaNta SASH WIDTH i4•f8 as h 9siR i9 ( )far XOX wlaln Windows SECTION DETAIL Raklt,la�nl Csnlpunlbn Rang#On) WMdawSuck Haig* e R4 MEETING RAIL FOR WINDOWS WITH 4W 'sr °3' LEVEL R4 REINFORCEMENT Custom M-31.641, 1-7&397 485.0 -110.0 +6x0 -1100 4850 -110.0 2$ (REINFORCEMENTS SHOWN 60• X^X-X .16.380 +06,0 •110.0 +66,0 -110.0 +85,0 •110.0 - IN FIGURES APPLY TO ALL X-X-X 1.10.641 -ate -71118 +85.0 .710,0 +06,0 -110.0 23 23 FRAME TYPES& Cualam 1.13.397 +550 .1i0.0 +85.0 -110,0 +66,0 .109,3 JAMB prmwn CONFIGURATIONS) GLASS TYPES 70.12414.18 `Ili MAY NOT BE USED WITH PRODUCT REVISED y 77 }6.yj_S6 .19,11!1 +850 .770,0 +864 -110.0 +66.0 402.0 J CHANNEL OA OdTEORAL as oom�UCT E S Florida -$•X -24.641 +06,0 -110,0 +640 •110.0 +$93, -102.9 FIN FRAMES QQootld Custom' •19.397 +650 -110.0 +65.0 •11&0 4$x0 •87.4 I11I NOTA-Ho. s 17.0411.08 Q6' X-X-X .24.360 +650 .110.0 t5&0 -110.0 +694 42.0 ` �`CNY LY1yN `,,� 2aNsae$, oo Rn{sp f ®kplrafton Oat 00/2412020 Cullom •3Ln. +940 -i 10.0 465.Q •110,11 +650 •$63, ♦� � JR 03/27/17'� �1SYX-X-M .32.61$ +65.0 •116.0 188.0 -tOD,B 141&0 -84.3 ,YsSRam �, fin18lafn to Ya oni2D X-X-X -39.841 +ee,o .146.0 +ei,o noi.a +$e,o eDeNa.68706147Cwtom •39,541 +05.0 .410.0 +6x6 .10.4 +630 eoo _ 'SEE TABLE 27 FOR CHORALE -'D 7. = 07 Onorlplknr omn DESIGN PRESSURE TABLES J ROSOWSK) E' � •,•••,STA 0 (V„" 1070 TECHNOLOGY DRIVE T US ESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN AS ALLOWED BY GLMS NPS, 'i�� ,FyORypp ,•'`�`�` N,VENICE}y 346741 AQa: 3)F0 SIZESNOTDIMENSIONS SHOWN,ROU D9ETOTHENEXTAVAILABBEWIDTHORHEEE SHEETS IGHTDIMSH ENSION19 SPER THE SHOWNONITHETA@L& ,00��5 '"11-GN \1� 'N$°t80° HORIZONTAL ROLLER-LM 06J18/fi6 t tN�1� �{ t ooerslmnamifl Drsallr7aes aa1 4)'114.112.1/4•AD•f/3.113.113'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH HANGS A.LYNM1IIlL4GR,PIS. Scar.: w f lM�t IN THE ADJACENT COLUMN.'CUSTOM"IDICATES THAT D STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE, P El68705 cERT,OPAuTH,X9290. HR-5510 NTS 8 OF 18 MD-HR55fi 0-o fi B TABLE 17: Glass Types Anchor Quantities for XO orOX Windows Max.Anchor O.C. Anchor Anchor 5-8 Sesh " Spacing for"Integral• Group E Group F 30"Height SW Height 48"Height 64"Height 30 Height 38"Height 48'Helpht 64"Height Fin"Installation 3.8" 4' width Heed Head E HeadIII Head Head HeedIII Heed Head Relnt Level Cin! 8 511 S SAI g &Sill &SIII &Sill a SIA 6 Sill -, 8 SAI Ri GUIDE TO USING ANCHOR QUANTITY TABLES PRODUCT REVISED Anchor Group A Anchor Group C me comp)yInY with the Florida Nu 25-112" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+132+1 3 1+132+1 3 1+132+1 3 'FOR OX WINDOWS{XO SIMILAR); NOA-Ildina Codi NOA-No. 77-0411.08 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 PNCJAMBa m lapintbn Date 0912412020 m 38" 17.387 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+02+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+i. 3 9 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+132+1 3 2+133+2 3 sy —� m HEAD AND SILL ANCHOR QUANTITY: Minn • r ueComm TION 48' 23.387 1+C2+1 2 1+C2+1 3 1+132+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 (2)ANCHORSAF(3)ANT THE HORS CENT ♦A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL So' 28.397 2+02+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+02+2 3 2+132+2 3 +(2)ANCHORSATTHESASH m ADDED NOTE TO ANCHOR 76° 3(1,897 2+132+2 2 2+132+2 3 2+132+2 3 2+132+2 3 2+132+2 2 2+132+2 3 2+132+2 3 2+132+2 3 TOTAL OF 7 ANCHORS AT THE HEAD AND 7 ANCHORS AT THE SILL. QTY.TABLES. Anchor Group B Anchor Orou 0 SEE ELEVATION,SHEET 1 25-V? 12.147 1+02+1 2 1+C2+1 3 1+132+1 3 1+C2+1 31 1+C2+1 2 1+132+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEET 28" 13.397 1+132+1 2 1+C2+1 3 1+02+1 3 1+C2+1 31 1+C2+1 2 1+132+1 3 t+C2+1 31 1+02+1 3 I l -SEE CLUSTER DETAILS,SHEET 6 Am ,r S6" 17.387 1+132+1 2 1+132+1 3 1+132+1' 3 1+132+1 9 1+132+1 2 1+132+1 3 1+132+1 3 1+132+1 3 c 42" 20,387 1+132+1 2 1+132+1 3 1+132+1 3 1+132+1 3 1+132+1 2 1+132+1 9 1+132+1 3 1+132+1 3 ATION, °� O48" 23.387 1+C2+1 2 1+02+1 3 1+C2+1 3 1+CZ+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE �M2'T1BO" 29,397 2+C2+2 2 2+02+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 ELEvaTION,SHEET 1 n 76" 38,897 1 2+132+2 121 2+132+2 131 2+132+2 131 2+132+2 3 2+132+2 2 2+132+2 3 2+132+2 3 2+132+2 3IL hM01 SEE TABLE 6 FOR DESIGN PRESSURE REPEAT ANCHOR PATTERN AT SILL HT d a rn TABLE 1& FOR XOX WINDOWS: Glass Types Anchor Quantities for XO or OX Windows ANCHOR QUANTITY i 00 5-8 Snh 30"Helght 38"Height 46"Height 64°Height 30"Height 38"Height 48"Height 64"Helght PER JAMB Z s' Width LL Head Head Head Head Head Head Head Head E 1+C3+2+C3+1 4 HEAD AND SILL QUANTITY: O ReinL LevN Qni 8 SIII Am 6 SNI 4 a Sul � a sill -� b sui � 6 SIA � 8 SIII � a SAI � (1)ANCHOR STEROFTHE)ANCH +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL R2 Anchor Group A Anchor Group C +(2)ANCHORS ATTHE FIXED SECTION +A CLUSTER OF(3)ANCHORS CENTEREDATTHE MEET040RAIL = Z r 28.112" 12,147 1+02+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 +(1)ANCHORATTHESASH 28" 13,397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS ATTHE SILL M Z ;_M x 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 p Z 0 42" 20.397 Not Allomd 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SFE ELEVATION,SEEELEVATION, SHEET 1 j 0 48" 23.387 1+132+1 2 1+132+1 3 1+132+1 3 1+132+1 3 SEE ELEVATION,SHEET 1 a = _ SO" 29.387 2+C2+2 2 2+132+2 3 2+C2+2 3 2+02+2 3 —— °I •°cc ca.cs 75" 38.887 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 31 SEE ELEVATION. `11 i7 Anchor Group B Anchor GroupD X_ O X SHEET 1 \��1 NY LY1YN f" 251/2" 12.147 1+132+1 2 1+132+1 3 1+132+1 3 1+132+1 3 1+132+1 2 1+132+1 '3 1+C2+1 3 1+C2+1 3 ELEVATION ,�o SHEETI 8@ECLUSTER 28" 13.387 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+132+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 MEETING RAL No,68706 - 7� DETAILS, 98" 17.987 1+132+1 2 1+132+1 3 1+132+1 3 1+132+1 3 1+132+1 2 1+132+1 3 1+132+1 3 1+132+1 3 i SHEETS _ REPEAT ANCHOR PATTERN AT SILL m 42" 20.397 1+132+1 2 1+C2+1 3 1+C2+1 3 1+132+1 3 1+132+1 2 1+132+1 3 1+132+1 3 1+132+1 3 p I ` NOTES: i0 48' 23.397 1+C2+1 2 1+02+1 3 1+C2+1 3 1+02+1 3 1+C2+1 2 1+132+1 3 1+C2+1 3 1+132+1 3 1)FRAME DIMENSIONS ARE BUCK WIDTH ii,•' �ORIDP,.•' 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+132+2 3 2+132+2 2 2+132+2 3 2+132+2 3 2*132+2 3 Max.Anchor O.C. Anchor $ABH SIZE 9 AS PEBUCK HEIGHT R THE EE SHEETS 3-4). ON ���rss�ONAL E �``` 76" 38.891 2+C2+2 2 2+C2+2 3 2+132+2 3 2+132+2 9 2+132+2 2 2+CZ+Z 3 2+CZ+2 3 2+132+2 3 Spacing for"Integral. PF SHEETS0 B, rrl 111 1111 1 MOJIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO SEE TABLE 7 FOR DESIGN PRESSURE Fin"Installation 4" THE NEXT�VALLABLOT U WIDTH OR HEIGHT A.A,LYNN MILLER,P.E. COMPLY WITH THE MAX,O.C.SPACING SHOWN ON THE ELEVATIONS. DIMENSION SHOWN ON THE TABLE, PEA 65706 TABLE 19: Giese Types Anchor Quantifies for XO or OX Windows Max.Anchor O.C, 6-8 Spacing for'"Intogral- Wi�h 30"Holghl 36"Height 48"Height 64"Haight 63"Height 30"Height 36"Hight 48"Height 64"Height 83"Height Fin"Installation ReInR Leval (In) Heed Head III Head III Head Heed Heed Need Heed HeedIII Head Anchor Anchor R3 &SIII ., 8 Sill &SIII &SIII &SIII a Sill 6 SIII 98111 .� &Sill &sill Group E Group P Anchor Group A Anchor Group C 3 6" 4" PRODUCT REVISED ae comp!yMp with the Florida 25.1/2' 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+02+1 4 1+C2+1 4 1+02+1 2 1+C2+1 3 1+C2+1 b 1+C2+1 4 1+C2+1 4 auNdina 6aai No.-Ne. '17.0411.Ds 28" 13.397 1+C2+1 2 1+1r2+1 3 1+C2+1 141 1+132+1 4 1+02+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4. 1+02+1 4 1+02+1 4 aaplratlonoate09/24/2020 m 38" 17,397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+02+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+02+1 4 r m .42" 20.397 1+02+1 2 1+C2+1 3 1+C2+1 4 1+13241 4 1+132+1 4 1+C2+1 2 1+132+1 3 1+132+1 4 1+C2+1 4 1+02+1 4 Mlim' r ua ro 48" 23.397 1+C2+1 2 1+C2+1 3 1+02+1 4 1+C2+1 4 1+02+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+i 4 1+C2+1 4 CHOR 60" 29,397 2+C2+2 2 2+C2+2 3 2+132+2 4 2+132+2 4 2+132+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 m AT,TABLE TE TO AN VED 3 QTY.TABLES.REMOVEO _ 76• 38.897 2+132+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+02+2 2 21 C2+2 3 2+C2+2 4 2+C2+2' 4 2+02+2 41 GLASS 6 FROM TABLE 20. Anchor Group B Anchor Group D 25-112• 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+02+1 4 1+C2+1 4 1+C2+1 4 cf LOco m 28"' 13,397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+132+1 4 1+C2+1 4 1+02+1 4 S t� � •"'a Y 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+132+1 2 1+132+1 3 1+132+1 4 1+132+1 4 1+132+1 4e C Q A 42• 20.397 1+132+1 2 1+C2+1 3 1+132+1 4 1+132+1 4 1+132+1 4 1+132+1 2 1+132+1 3 1+132+1 4 1+132+1 4 1+132+1 4 �a>, a,a Q� d� 46" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+02+1 4 y v"S In 60" 29.397 2+C2+2 2 2+C2+2 3 2+02+2 4 2+02+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 J e = 78" 38.897 2+C2+2 2 2+02+2 3 2+02+2 4 2+C2+2 4 2+132+2 b 2+132+2 2 2+C2+2 3 2+C2+2 4 2+02+2 4 2+C2+2 4 Z to • l3 SEE TABLE 8 FOR DESIGN PRESSURE zV� ®a AFILE 20• �rL J �' 7M Glace Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. ^�+r gp —+ SO e•B Spacing for"Integral- o z H¢ LL W�lh 30'Height 36"Helght 48"Haight 64"HeIghl e3"Height 72"Height 30"Height 38"Helght W'Height 64"Helghl 63"Height 72"Height Fin"Installation p Wln1.Level on) Head Head Head Hood Head Head Had Head E Head Head Head Head Anchor Anchor O O &Sill &Sill &SUI I a SRI .. 6 Still a SIII -, &SYI ., a Sill i 8 SIU &SRI &Sill &SIII -m Group E Group F IBDVS Anchor Group A Anchor Group C 3 2" 4" 26.112" 12,147 1+C2+1 2 1+132+1 3 1+132+1 4 1+132+1 4 ,1+C2+1 5 1+C2+1 6 1+132+1 2 1+132+1 3 1+132+1 4 1+132+1 4 1+132+1 6 1+132+1 6 128" 13.397 1+C2+1 2 1+02+1 3 1+C2+1 4 1+02+1 4 •1+C2+1 6 1+C2+1 5 1+132+1 2 1+C241 3 1+132+1 4 1+02+1 41 1+132+1 5 1+02+1 5 Z 38" 17,397 1+132+1 2 %C2+1 3 1+C2+1 4 1+02+1 4 1+02+1 5 1+133+1 6 1+C2+1 2 1+C2+1 3 1+102+1 4 1+C2+1 4 1+132+1 5 1+133+1 6 "� = 0 42" 20,397 1+02+1 2 1+C2+1 3 14132+1 4 1+C2+1 4 1+C3+1 6 1+C3+1 5 1+C2+1 2 1+132+1 3 1+02+1 4 1+132+1 4 1+C3+1 6 1+C3+1 6 U 0 a a' 23,397 1+02+1 2 1+C2+1 3 1+C2+1 4 1+03+1 4 1+133+1 6 t+C3+1 5 1+C2+1 2 1+102+1 3 1+C2+1 4 1+1330 4 1+C3+1 5 1+133+1 5 By. 29,387 2+C2+2 2 2+132+2 3 2+C2+2 41 2+03+2 4 2+C3+2 6 2+C4+2 6 2+C2+22 2+02+2 3 2+C2+2 4 2+03+2 4 2+C3+2 5 240442 6 NOTES: t os o 0 76" 36,897 2+C2+2 2 24C2+2 3 2+133+2 4 2+133+2 4 2+C4+2 6 2+04+2 5 2+02+2 2 2+C242 9 2+03+2 4 2+C3+2 4 2+04+2 8 2+C4+2 6 +)FRAU. i.NIANs ARE BUCK WIDTH AND Anchor cup B Anchor Group D BUCK HEIGHT(SEE `NMI rrr�r, 26412" 12.147 14C2+1 2 1+132+1 3 1+02+1 4 1+C2+1 4 1+C2+1 6 1+C2+1 6 1+C2+1 2 14C2+1 3 1+C2+1 4 1+C2+1 4 1+02+1 WI+C3+1 AS PER SHEETS THE FIGURES ON.SASH SIZE `.`�`` QNLICEN@F 28' 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+020 4 1+C2+1 6 1+C2+1 6 1+02+1 2 1+C2+1 3 1+C2+1 4 1+122+1 4 1+C2+1 6 SHEETS B•S. 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 6 1+03+1 6 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+02+1 4 1+C2+1 6 2)FOR 61ZES NOT =*i No.88705 SHOWN,ROUND Ute'TO - //n m 42" 20.397 1+C2+1 2 1+02+1 3 1+C2+1 4 1+C2+1 4 :1+C3+1 5 1+C3+1 6 14C2+1 2 1+C2+1 3 1+132+1 4 .1+132+1 4 1+133+1 a THE NEXT AVAILABLE c.i ram, WIDTH OR HEIGHT � •,•48" 23.387 1+C2+1 2 1+C2+1 3 1+132+1 4 1+133+1 4 1+133+1 6 1+133+1 6 1+132+1 2 1+132+1 3 1+132+1' 4 1+133+1 4 1+C3+1 0 8F DIMENSION SHOWN ON 60" 28.387 2+132+2' 2 24132+2 3 2+132+2 4 2+133+2 4 2+133+2 5 2+134+2 6 2+132+2 2 2+132+2 3 2+132+2 4 2+133+2 4 2+133+2 6 THErABLe �'. O ...76" 36.887 2+C2+2 2 2+132+2 3 2+103+2 4 2+133+2 4 2+C4+2 6 2+C4+2 5 2+C2+2 2 2+C2+2 3 2403+2 4 2+C3+2 4 2+134+2 6 3)SEE SHEET 9 FORA '����S��NAL SEE TABLE 10 FOR DESIGN PRESSURE GUIDE TO USING THESE TABLES. A.LYNN MILLER,P.E. MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. P"58705 - i rABLE Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O,C, Anahor 6-8 -8 Sanh 30"Height 36"Helghl 48"Height 64"Helpht 63"Helpht 30'Helpht 35"Height 48"Height 54"Height 53'Height Spacing for"Integral- Group F Width Head Head Head Head Head Head HeadIII HeadIII Head Head Fin Installation 4- RNnf.Level (M) 6 SII &SIII 8 SII I &SII -, &691 ., 8 SU 8 SII &K 8 811 8 8111 -, R4 Anchor Croup A Anchor Group C PRODUCT REVISED ee oomp�yl vgfh 1M Florida Ndi11flE t:0(� 26-Ur 12.147 1+122+1 2 1+122+1 3 1+C2+1 a 1+C2+1 a 1+C2+1 4 NtrA.Na. 17.0411.00 28" 13,397 1+02+1 2 1+C2+1 3 1+122+1. 4 1+C2+1 4 1+C2*1 4 Expiration Dote 09/24/2070 38" 17.397 ,1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+02+1 4 Ey m 42' 20.397 NotAllovued 1+C2+1 Z 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 atiam • ro ua on 48' 23.397 1+C2+1. 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 80" 29.397, 2+02+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 m ADDED NOTE TO ANCHOR oTv.rA9LEs. 75" 38.897 2+C2+2' 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 Anchor Group 8 Anchor Group D to m 25117' 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+02+1 4 1+C2+1 4 1+C2+1 2 1+CZ+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 ,""a 211' 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+02+1 4 1+C2+1 4 1+C2+1 4 O q Y 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 O N d m 4T 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1. 3 1+C2+1 442+C2+2 2+1 4 1+C2+1 4 O N ziz Ij 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1' 4 1+C2+1 4 1+122+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 2+1 4 1+C2+1 4 ,(D N ' 0' 80" 29.397 2+02+2 2 2+C2+2 3 2+C2+2 4 2+02+2 4 2+C3+2 4 2+122+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 ORe d75" 38.897 2+122+2 2 2+122+2 3 2+122+2 4 2+122+2 4 2+123+2 4 2+02+2 2 2+122+2 3 2+C2+2 2+2 4 2+'IC 4 Z R! Nw SEE TABLE 11 FOR DESIGN PRESSURE I� W ,N ABLE 22; t9 �p GLASS TYPES oD Glace Types Anchor Quantities for XO or OX Windows 10•12 a 14.10 MAY � 10.12&14AB $Bah NOT 9E USED 2! H LL Wldih 30'Height 38 Helpht 4s'Helpht 54"Haight 83'Helpht 76"Haight 30'Haight 35"Helpht 48'Helpht 54"Hulght 63'Height 76"Haight WITH J.CHANNEL OR INTEORAL FIN Head Head Hood Head Hoed Heed HeedIII HoedIII HandIII Heed Flaad 11 Id FRAMES Point Loyal lint &SIII , &SIII &Sill &Sin 8 SIII ., &SIII &SIII &Bili 6 Sill 68111 .� 8 3111 ' &SIII — O ~ G• R4 Anchor Group A Anchor Group C w co 25112' 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+02+1 5 1+03+1 5 d 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 '8 1+03+1 5 IX 36' 17.397 1+02+1 2 1+02+1 3 1+C2+1 4 1+03+1 4 1+03+1 0 1+C4+1 5 0 N 0 m 42' 20.397 NOtA00wad 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+123+1 4 1+q+1 5 1+C4+1 8 V 0: 48' 23.397 1+C2+1 Z 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+04+1 8 1+C4+1 5 60" 29,397 2+02+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+04+2 5 2+04+2 5 .+u aur e m t1Q7i',dt 76' 36.897 2+CZ+2 2 Z+C2+2 3 2+C3+2 4 2+04+2 4 2*C4+2 5 2+C4+2 8 1)FRAMEDIMENSION9 ARE BUCK WIDTH ANDLYNN�''�.,, Anchor Group B Anchor Group D BUCKHEIGHT(SEE 25112' 12.147 1+122+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 6 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 8 SHEETS 3 4),BASH 812E 1 �►�•' �lOENSF'. AS PER THE FIGURES ON _ 28' 13.397 1+02+1 2 1+C2+1 3 1+C2+1 4 1+CZ+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+.1 3 1+122+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 SHEETS 0-0. ;* No.68705 *__ 36' 17.397 1+C2+1 2 1+02+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+04+1 5 1+C2+1 2 1+C2+1 T 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 2)FOR SIZES NOT -r 42' 20,397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+02+1 2 1+C2+1 3 1+123+1 4 1+C3+1 4 1+C3+1 6 1+04+1 5 SHE NEXT UNTO -0. THE NEM AVAILABLE �, •,• a•� 48" 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+04+1 5 1+04+1 5 1+C2+1 2 1+C2+1 3 1+123+1 4 1+C3+1 4 1+124+1 6 1+C4+1 5 WIDTH OR HEIGHT :, •,"[ORIOP,.•'04'� 60' 29.397 2+C2+2 2 2+02+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C2+2 3 2+123+2 4 2+123+2 4 2+124+2 5 2+C4+2 5 THETABLLE..SHOWNON '�?J10NAL1f`��`��� 75' 36.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 2+02+2 2 2+C2+2 3 2+C3+2 4 2+04+2 4 2+04+2 5 2+04+2 8 3)SEE SHEET B FORA SEE TABLE 12 FOR DESIGN PRESSURE GUIDE TO USINGTHESE A LYNN MILLER,P.E MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX O.C.SPACING SHOWN ON THE ELEVATIONS TABLES. P.E.e 5ez. TABLE 23: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. Gloss Typos Anchor Quiintltka for XOX Windows 6.8 Sash Sash 24'Haight 3D'Helpht 38'Holght 48'Hslght I 54'Height 03'Height 24'Haipd 1 30'Haight 38'Height 1 48'Height 54'Haight 63'HaVd Width Conpura8on ReiM.Lo1e1 Range PN Head 85111 ,� Heed 6 SO Head 8 311 � twad 8 5111 � Hood 8 Sld � Ftsed 6591 � Head 8 S0 � Head 8 Sill � Heed 6 8111 E Hoed 8818 � Head 6 811 F4ad 8 31N Anchor Group Anchor Group ' PRODUCT REVISED 95.1!4' K-Yj-X 11.391-11.391 1+C2+0+C2+1 2 1402+O+C2+1 2 1+C2+D+C2+1 3 1+C2+O+C2+1 11+C2+O+C2+1 4 1+C2+O+C2+1 4 1+02+0+02+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+0+02+1 4 1+C2+0+C2+1 4 1+C2+D+C2+1 4 jutdl^Olc'n Ith the Florida 98' Yj-Yj- 12.306'-12.308 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+D+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 2 14C2+D+C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+O+C2+1 4 1402+D+C2+1 4 NOA-No. 77-0411.06 -y 11.391-13.397 1+C2+D+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1402+0+CZ+l 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+DtC2+1 4 1+CbO+C2+1 4 1+C2+0+C2+1 4 Expiration Vete 08/2412020 _. 4518' Yj-K-K 19,398-14.883 1+C2+0+102+1 2 1+C2+O+02+1 2 t+102+p+C2+1 3 1 1+C2+0+C2*1 1 1+02+0+C2+1 4 1+C2+0+C2+1 4 1+102+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 �y _ 47.V1' 11,391-12.287 1+02+1+02+1 2 1+C2+1*C2+1 2 1+C2+1+C2+1 3 1+C2+NC2+1 4 1+C2+14C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+02+1+C2+1 1 Mlem e r uc ntror YS-Yj-3j 12.295.15.558 1+C2+0+C2+1 2 1+C24D+C2+1 2 1+C2+0+C2+1 311+C2+0+02+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 t+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+D+C2+1 3 l+C2+0+C2+1 4 1+02+0+02+1 4 1+C2+0+C2*1 4 .5 Custom 11.391•12,015 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+I+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2*1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 14C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 m ADDED NOTE TO ANCHOR g 62.118' )+-%-y+ 12.017-13.397 1+C2+1+C2+1 2 14C2+1+02+1 2 1+C2+1*C2+1 311+02+11+1020 4 1+C2+i+C2+1 4 1+02+1+C2+1 4 1+C2+1*C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C241+C2+1 4 1+C2+1+C2+1 4 1402+1+C2+1 4 OTY,TABLES, 3N YS-yrYi 13.398.17.016 1+02+0+02+1 2 t+C2+0+C2+1 2 1+02+0+C2+1 3 1+C2+D+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 14C2+0+C2+1 2 I*C2+0+C2+1 3 1+C2+04C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 m Custom 11.391.13,397 1+02+1+02+1 2 1+C2+14C2+1 2 1+02+14C2+1 3 1+02+1+102+1 4 1+C2+1+C2+1 4 14C2+1+C2+1 4 1*C2+1+C2+1 2 '+C2*1+C2+1 2 1*C2+1+01+1 3 1+C2+1402+1 4 1+02+1+C2+1 4 1+C2+1+C2+1 4 ' 50" Y11.K:Y4 13.398-16.350 1+C2+1+C2+1 2 14C2*1+C2+1 2 1+C2+1+C2+1 3111+02+11+0241 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+14C2+1 2 1+02+1+C2+1 2 1+C2+I+C2+1 3 1+C2+1+C2+1 4 11+020+020.1 1+102+1+C2*1 4 c r m 16,301.1&841 1+C2+0+C2+1 2 1+102+0+02+1 2 1+02+WC2+1 3 1+C2+0+C2*1 4 14C2+0+C2+1 4 1+C2+0+12+1 4 1+C2+DHD2+1 2 1+C2+0+C2+1 2 1+02+0+01+1 311+C2+0+02+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 Custom 11.981.13,387 1+C2+3+02+1 2 1+C2+3+C2+1 2 1+0243+C2+1 3 1402+3+C2+1 4 14C2+3+C2+1 4 1+C2+34C2+1 4 1402+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+02+1 311+C2+3+02+1 4 1+C2+3+C241 4 140243+C1+1 4 I_i r CC 0 (n g 76' Yj%-X 13,398.19.110 1+C2+2+02+1 2 14C2+2+C2+1 2 1+C2+2+0241 3 1*02+2+C2+1 4 1+C2+2+C2+1 4 1*C2+2+C2+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+02+1 3 1+02+2+C2+1 4 1+102+24C2+1 4 1402+2*C2+1 4 O alar! r Yj-yj•Yj 19.111-24.541 1+02+1+02+1 2 1+02+1+102*1 2 1+02+1+02+1 3 1*102+1+02+1 1 1+102+1+02+1 4 1+02+1+102*1 411+C241402+1 Z 1+02+1+102+1 2 1+102+1+102+1 9 1+102*1402*1 1 1+102+1+101*1 4 1+102+1*102+1 1 0 Custom 18360.19.397 t+C2*3+C2+1 2 1+C2+3+C2+1 2 1+02+3+C2+1 3 1+02+3+02+1 4 1+C2+3+C1+1 4 1*03+3+C3+1 4 1+C2+3+C2+ to 1 2 1+C2+3+C2+1 2 l+C2+3+02+1 3 1+102+3+02+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 c.11 '3 88' X.%-X 19.308.24.380 1+C2+3+C2+1 2 1*C2+3+C2+1 2 1*C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2*1 4 1+C3+3+C5+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3402+1 4 1+102+3+0241 4 1+C2+3+C2+1 4 t� yrs Cullom 24.381.30.980 1+102+2+(2N 2 1+02+2+C2N 2 1+02+2+02+1 3 1+102+2+C2a1 4 1+02+2+02+1 4 1+103+2+03*1 1 1+C2+Z+C2+1 2 1+C2+2+02+1 2 1+C2+2+C2+1 9 1+C2+2+02+1 4 1+C2+2+C2+1 4 1402+2+C2+1 4 Z ri§ 5a2+ 3 "a 12(^ 1G-Y'j-Yj -30.990 1+02+9+02+1 2 1+102+9+02+1 Z 1+02+3+02+1 9 NC2a34C2+1 4 NC2+3+02+1 4 1+03+3+C1+1 4 1+C2+34C2+1 2 I+C2+3+C2+1 2 1+C2+3+02+1 3 14C2+3+02+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 W ®a (q Anchor Group a Anchor Group D �J U 'oN 35.111' YS•3j•X 11.391.11.381 1+C2*D+C2*1 2 14C4+0+C2*1 a 14C2+04C2+1 3 1402+0402+1 4 14C2+0+C2+1 4114c;2+0402+1 4 1+C2+0*C2+1 2 1+02+0+02+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+CZ+D+02+1 4 1+C2*0+C2+1 4 ^ r t>0 r 96' Yj•Yj-YS 12.308.12.308 HC2*O+C1+1 2 1+10¢+O+C2+1 2 1+102+O+C2+1 3 1*C2+O+C2+1 1 1+102+O+C2+1 4 1+02+0+02+1 4 1+102+0+02+1 a 1+C2.O+C2«1 z 1+C2.0+02+1 3 1.106+0+02+1 4 1+102+0+02+1 4 1+02+04 1 4 r x 45-118' Y4-%.X 11.391.13.397 1+C2+0+C2+1 2 14C2+D+C2+1 2 t+C2+a02+1 3 1+C2404C2+1 4 1+12+0+02+1 4 1+C2+0+C2+1 4 1+C2*04C2+1 2 1+C2+0+C2+1 2 1*C2+0+C2+1 3 1*C2+O+C2+1 4 1+C2+D+C2+1 4 1*C2+0+C2+1 4 O )S•Y,-% 13.396-14.683 1+C2+0+C2+1 2 14102+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O*C2+1 4 1*C2+D+C2+1 4 1*C2+O+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 14CZ+O+C2+1 4 1+C2+0+C2+1 4 1+C2+0+02+1 41 J N r 47;1/4' y4-)j-y4 11.391-12.297 1+C2+14C2+1 2 1+02+1+C241 2 1+C2+1+C241 3 1+02+1+0141 4 1+C2+1+02+1 4 1402+1+C2+1 4 1+C2+1*02+1 2 1+02+1+C2+1 2 1+C241*C2+1 3 1+02+1+C2+1 4 1+02+1+102+1 4 1+C2+1*C.2+1 4 luaus ya-)6- 12.298-15.558 1+02+0+C2+1 2 1+C2+01C2+1 2 1+C2+0+C2+1 3 1*C2+NC241 4 1402+D+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+04C241 2 1+C2+0+102+1 3 1402+O+C2+1 4 1+C2+0+C2+1 4 1402+D+C2+1 4 Q rn Cuolom 11,391•12.010 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 3 'I+C2+1+02+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1402+1+C2+1 2 1*C2+1+C2+1 2 1+C2+l4C2+1 3 1+C2+1+02+1 4 1+C2+1+02+1 4 1402+1+C2+1 4 d �•, 52.115 Yj-yj-y+ 12,017.13.397 1+08+1+C2+1 2 1+C2+1+C2+1 2 1402+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+0241*62+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+02+1 9 1+422+1+C2+1 4 1+02+1+C2+1 4 1+C2+1+C bi 4 w Y,-)j-)j 13,398-117.010 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 1 1402+0+(2+1 4 1+102+0+12+1 4 NC2+O+C2+1 2 1*02+0+02+1 2 1*Oa+0+102+1 9 1+C2+p*C2+1 4 HC2+O+C2+1 4 1+C2+0+02+1 4 = N r M Custom 11.391-13.397 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 14C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+0201 4 1+C2+1+C2+1 4 1+02+1+C2+1 4 V X 60- X-%-X 9.398-115.30 1+C2+1+C2+1 2 1+C2+1+02+t 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+102+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 3 14C2+1+C2+1 4 l*C2+1+C2+1 4 1402+1402+1 4 0 3 Yj-X-% 15.361-19.641 1+C2+D+C2+1 2 1+C2+0+02+1 2 1+C2+O+C2+1 3 1*C2+0+C2+1 4 1+C24D+C2+1 4 14C2+D+C2+1 4 1402+0+02+1 2 1+02+0+C2+1 2 14C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 14C2+O+C2+1 4 = _ Custom 11.391.13.397 I+t2+3+C2+1 2 14C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3*C2+1 4 1*C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 14C2+3+C2+1 4 14C2+3+02+1 4 1+C2+3+0241 4 auu '06s0 75' Y4-ya-)j 13.388-18.110 1+C2+2+C2+1 2 1+C2+2+C7+1 2 1+C2+2.02+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 2 1+02+2+02+1 2 1402+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+02+1 4 `1111Y LYNN"i�i Ys-X-)Y 19.111-24.641 1+C2+1+C2+1 2 1+02+1+C2+1 2 14C2+1+C2+1 3 1+C2+1+C2+f 1 1+102+1+C2+1 4 l*C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 l4C2+I+C2+1 3 1+C2+NC2+1 4 l+C2+1+C2+1 4 HC2+1+C2+1 4 �� , Q........... Custom 18980-19.397 1+02+3+C2+1 2 1+C2+3+C2+1 2 1402+3+C2+1 3 1+C2+3+C2+1 4 1402+3+C2+1 4 1+C2+3+C2+1 4 1+102+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+02+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 LIGENSF' 08^ )( 18,398-24.360 1+C2+34C2+1 211+C2+3+(2+1 2 1+C2+3+C2*1 3 1+102+3+02+1 4'I+02+3*CxN 4 1+02+9+02+1 4 t+lx+3+C2+1 2 i*C2+3+C2+1 2 1+C2+3+C2+1 3 1+C 2+3+C2+1 4 1+C2+3+C2+1 4 1401+3+C2+1 1 No.08705 Custom 24.381.30,360 1+C2+2+C2+1 2 14C2+2+C2+1 2 1+C2+2+C2+1 3 1+02+2+02.1 4 1+C2+2+C2+1 4 1+102+6+02+1 4 1+C2+2+C2+1 2 1+02+2+02+1 2 1+C2+2+02+1 3 1+102+2+C2*1/1+02+2402+1 4 1+102+2*02+1 4 _ l 1F 120' Y4•Yj-K •30.300 1+102+3+06+1 2 1+102+3+02+1 2 1+C2+3+02+1 3 1+02+3+02+1 4 1+107*9+C2+1 4 1+102*9*C2N 4 1+C2+3+C2+1 2 I+C2*34C2+1 Z 1+02+3+C2+1 3 1+C2*3+C2H 4 1+02+3+0241 4 1+02+3+102+1 4 WINDOW WIDTH•58,?8 SEE TABLE 9 FOR DESIGN PRESSURE % ••'•, MV •4C���z MIN,SASH SIZE a i �ORIDP ` Max.Anchor O.C. Anchor Anchor 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3.4r " S Spacing for"Integral. Group E Group F 2)FOR SIZSASH SIZEES NOT SHOWN, OUND UQ TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE.S AS PER THE FIGURES ON SHEETS7ArI J�NALlilt'I t% Fin"Installation 3)SEE SHEET B FOR A GUIDE TO USING THESE TABLES, 2.B' 4' 41'1!4.112.1/4'AND'113.1A-1/3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,R0. IN THE ADJACENT COLUMN,'CUSTOM•INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE, P.B,N 58705 TABLE 24; MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX O.C.SPACING SHOWN ON THE ELEVATIONS, Glass Type. Anchor quantift0or XOX Windows 6118 Sash bash 24'FIRW I 30'!Might1 38'Haight 1 48'Haight 54'Holghl 83'H40M 24"Haight 30'Halghl I S8'PAlght I 48'Holght I 54'Height 1 63'Height V✓idlh Ralnf.Laval Con59u1oLon Faroe 11n) Heed 8 Sill Heed 8 Sill Head 8 Snl Hood d SO Head 8 S111-111 Hood 5 SIL Hoed d SW I Hood 5 811 Head 6 S01 I head 8 8111 Hood A Bill I Hood 6 801 Anchor Group A Anchor Group C PRODUCT REVISED uoomplyln with the Florida 35.114' X-Y-Y 11,381-11.381 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+02+0+C2+1 3 1+C2+0+CZ+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 NOA-Ng Codi 98' YS-Y-Y 12.308-12.308 i+C2+0+02+1 21402+D+02+121+C2+0+C2+1 31+02+0+C2+1 41+02+0+C2+1 41+C2+0+02+1 4 NOA-No. 17-0417AS Y-Y-Y 11.381-13.397 1+C2+0+C241 21+C2+D+C2+1 21+C2+MC2+1 31+C2+D+C2+1 4 1+C2+0+C2+1 414C2+O+C2+14 axpImU*nDate 08/2412020 45.118' )j-)j-Ys 13.388-14.683 'I+C2+0+C2+1 21+C2+0+C2+1 21+02+0+02+1 31+C2+04C2+141+C2+O+C2+1 41+C2+D+C2+14 By �- Y-Y-Y 11.381-12.297 1+C2+1+C2+1 2 1+02+14C2+1 2 1+C2+1+C2+1 3 1+0241+02+1 4 1402+1+C2+1 4 1+C2+1+C2+i 4 Mien r uo on 4751 Y-Y-K 12,296-16.558 1402101C2+1 Z 1+C2+0+C2+1 2 14C2+0+C2+1 3 t+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C240+C241 4 +5 Custom 11.391-12.0118 1+C2+i4C2+1 2 1+02+1+02+1 2 1+C2+1+C2+1 3 1402+1+C2+1 4 1+C2+1+02+1 4 1+C2+1+C2+1 4 m y 52.118' Y-YS-Y 12.017-13.397 1+C2+1+C2+1 2 i+C2+1+02+1 2 1+C2H+C2+1 9 1+C2+1+C2+1 4 1+02+1+C2+1 4 1+C2+1402+1 4 a y 13.320.11.0t8 1402+0+02+1 2 1+C2+D+C2+1 2 1+C2+0+C2+1 3 1+C2+0+02+1 4 1+C2+0+02+1 411,102+0+C2+1 4 m Custom 11.301.19.997 NDtAlbnred 1402+1+0241 2 11(2+1102+1 2 t♦CZ+1+C2+t 3 1112+1+02f1 4 1f02+1+02*1 4 1+0241402+1 4 L m 50" Y-Y-Y 13,388.15,$60 14Cx+1+02+1 2 1+C241+C24/2 1+02+1+02+1 3 i+Cx41+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Y- - 16.301-19,641 1+C2+0+C2+1 2 1+02+0+02+1 2 1+02+0+02+1 3 1+C2+0+02+1 4 1+02+0+C2+1 4 1+C2+O+C2+1 41 O O nex Custom 11.391-13.387 1+C2+94C2+1 2 1+C2+3402+1 2 1+C2+34C2+1 3 1+C2+3+C2+1 4 1+02+3+C2+1 4 1402+3+02+1 4 75' Y-%.X 13.396.19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 14C2+2+C2+t 3 1+C2+2+02+1 4 1402+2+C2+1 411+0242+02+1 4 e o v M-YS•YS 19.111-24.641 1+C2+1+02+1 2 1+02+1+02+1 2 1+C2+1+C2+1 3 1402+1+02+1 4 1402+1+02+1 411+102+1+02+1 4 D in fY 1 Custom �2130i 19.397 1+C2+3+C2+1 2 1+02+3+02+1 2 1+C243+C2+1 9 1+02+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C241 4 ' �' Y K-K 24,380 1+02+3+02+1 2 1+02+94(2+1 2 1+C2+3+C2+1 3 1+02+3402+1 4 1+C2+3+C2+1 4 1+02+3+02+1 4 n aB = Custom 30.360 t+02+2+0241 2 1+C2+2+C2+1 2 1402+2+02+1 3 1+02+2+02+1 4111+ +2+C2+1 4 1+C2+24,M1 4 zz g 120° Y-Y-X 30.360 1+02+3+02+1 2 1+02+9+02+1 2 1402+9+02+1 3 1+02+3+02(1 4 1+02+3+C2+1 4 1+02+3+02+1 4 W Anchor Groupe Anchor Group D F- Jo 35.114' 1 Y-Y-Y 11.381.11.381 1+C2+D+C2+1 2 1+C2+D+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 i+C24D+C2+1 4 1+C2*O+C2+1 4 1+02+0+C2+1 2 1+C2+0+C2+1 2 1+C2+04C2+1 3 1+C2+0+C2+1 4 1+02+0+C2+1 4 1+C2+D+C2+1 4 0000 35' YS-%-Y 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+02+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+i 9 1+C2+0+C2+1 4 1402+0+C241 4 1+C2+D+C2+1 4 Z F- LL Ve, Y-Y4-Y. 11.381-13.387 1+C2+0+02+1 2 1+C2+0+C2+1 2 I+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+D+C2+1 4 1+02+0+02+1 4 1+02+0+0x+1 2 1+02+0+C2+1 2 1402+0+C2+i 3 1+C2+0+02+1 4 1+C2+0+C2+1 4 1+Cx+0+02+1 4 y,-%-)j 13,398 C2 13,388-14.683 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+0+02+1 9 1+C2+0+ +1 4 1+C2+O+C2+1 4 1+C2+g+C2+1 4 I+ +O+C2+1 2 i+C2+0+C2+1 2 1+C2+0+C2+1 3 1+02+04C2+1 N 4 1402+0+C2+1 4 1402+D+Cx4 '--I 45- Cf) r 47;314' Y-Y-Y 11.381-12.291 1402+1+02+1 2 1+02+i+C2+i 2 1+C2+1+C2+1 3 1+02+1+02+1 4 140241+C2+1 4 1+C2+i+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+02+1 4 1+C2+1+C2+1 4 ® X „as Y -Y-16 12.288-15.858 1+Cx+04C2+1 2 1+C2+0+C2+1 2 1+02+O+C2+1 3 1+C2+0+0:2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+02+1 2 14C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+0240+C2+1 4 d�il � ls:� F Custom 11.391-12.018 1+Cx+1+C2+1 2 1+C2+i+C2+1 2 t+C2+1402+1 3 1+C2+i+C2+1 4 1+C2+1+C2+1 4 1+02+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+02+1 2 14(2+1+C2+1 9 1402+1+C2+1 4 1+C2+i+C2+1 4 1+C2+1+C2+1 41 CY Z 52-1/8' Y-K-Y4 12.017-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 i+C2+i+C2+1 3 1+C2+1+C2+1 4 1402+1+C2+1 4 1+02+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+Cx+1 2 1+C2+1+C2+1 9 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4O O s'C Yt-Ye-YS 19,398-17.018 1+02+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C2+0+C2+1 4 1+02+0+02+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+O+Cx+ (2 1 2 14 +0+C2+1 9 1+C2+0+C2+1 411+02+0+C2+1 4 1+C2+0+0x+1 4 `� IV r m Custom 11.381-13.397 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+0241+C2+1 3 1+02+1+C2+1 4 1+C2+1+C1+1 4 1+C2+1+C2+1 4 1+02+1+C2+1 2 1+C2+1+C2+1 2 14C2+1+C2+1 3 1+G2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+02+1 4 80' Y4-Y-Y. 13.986-16.360 1+C2+1+C2+1 2 1+C2+1+C2+1 2 i+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+i+C2+1 4 1+C2+1+02+1 4 1+0x41+0241 2 1+02+1+02+1 2 1+C2+74C2H 9 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C1+1 4 v 2 Y-Y-Y 15.361-19.641 14C2+0+C2+1 2 1+C.2+D+C2+1 2 1+C2+0+C2+1 3 t+C2+0+C2+1 4 1+02+0+02+1 4 14C3+0+C3+1 4 1+02+0+C2+1 2 1+C2+0+02+1 2 1402+0+02+1 3 i+C2+0+C2+1 4 1+02+0+C2+1 4 1+C2+0+C2+1 4 sxu assn ss s Custom 11.391-13.397 14C2+3+C2+1 2 1+C2+3+C2+1 2 1+02+3+02+1 3 1+C243+C2+1 4 1+0243+C2+1 4 1402+3+C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+02+3+C2+1 4 1+C2+3+C2+1 4 7W X-Y4-X 13.396-19.110 t4C2+2+C2+1 2 t+C2+2+C2+1 2 1+C2+2402+1 3 1+0242+C2+1 4 1+C2+2+02+1 4 1+02+2+02+1 4 1+02+2+02+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+t 4 1+02+2+02+1 4 1+0242+C2+1 41 1Y LY -Y 11,111.24,.1 1+02+1+C2+1 2 1+02(1+02+i 2 1102+1402+1 9 1+02+1+C2+1 4 1+C2+1+0241 4 1+C2+1+C2+1 4 1402+1+C2+1 2 t+C2+1+C2+1'2 i+C2+1+02+1 3 t+C2+1+C2+1 4 1+C2+1+C2+1 4 1-(x+1+02+1 4 `��`aQN,•• ..... Custom 18380-11.387 t+02+3+(2+1 2 1+C2+3+02+1 2 1402+3402+1 3 1+02+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+02+3+C2+1 2 1+C2+3+02+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+02+1 4 1+C2+3+C2+1 4 ;`��•' 410ENgF �(t_�� F=12W X-Y-Y 19.390-24.380 1+C2+3tC2+1 2 1+C2+3+02+1 2 1+02+3+C2+1 3 1+C2+3+C2+1 4 t+C2+3+C2+1 4 1+C2+3+C2+1 4 t+C2+3+C2+7 2 1+C2+3+02+1 2 1+C2+3+02+1 3 1+C2+3+02+1 4 1+C2+3+C2+1 4 1+C2+3+0241 4 � No,58703Custom 24,351•30,360 1+C2+2+C2+1 2 1+C2+2+02+1 2 1+0242+02+1 3 1+C2+2+C2+1 4 1+C2+2+,2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 2 1+C2+2+02+1 2 1+C2+2402+1 9 1+C2+2+02+1 4 1+02+2+02+1 4 1+C2+2+C2+1 4 Y-Y-Y4 ,-30.30D 1+C2+3+Ch1 2 t+C2+3+02+1 2 1+02+9402+1 9 1+C2+3402+1 4 1+C2+3+02+1 4 1+C243+C2+1 4 1+C2+3+02+1 2 1+0243+02+1 2 1+C2+3+C2+t 3 1+C2+3+C2+14 1402+3402+1 4 1402+3+02+1 4 --•-+ / S NOTES' BEE TABLE 13 FOR 0081014 PRESSURE 0.0�•, A '� nu "M IN.SASH SIZE•---NZD 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHC•ET93i), ORION Max.Anchor O.C. Anchor BASH S17-E IS AS PER THE FIGURES 0NJ SHEETS 8 8. o' S/ ('J�� Spacing for"Integral. Group F 3)FOR SIZES NOT SEE SHEET 9 FOR AWN,ROUND O USING O THE NEXTTABLAVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE, 7il/IOJifAL I0"' Fin"Installation 4' 4)'1/4.12-1/4'AND"113.1131/3"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,P.E. IN THE ADJACENT COLUMN,'CUSTOr4'INDICATES THAT NO STANDARD SASH CONFIGURATICNS PALL WITHIN THE RANGE. p,E.M 58706 TABLE 25! MINIMUM ANCHOR QUANTITIES SHOWN• ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX O.C.SPACING SHOWN ON THE ELEVATIONS. Glass Typaa Anchor Quentidelt for XOX Windows ?&8 Sash 24'Helght 30'Holpht 38'Haigh! 1 48"Haight 64•Hepht 83"Haight 24"Helghl 1 30'Haight 80"Ha19M 48'Height 54"Haight 83"Height Sash Width o o a a a a a a n Conlouretion Ron00 M) Head 9.SRI $i Head a BRI Head 8 891 ' Hood a Sill Hoed 8 691 Head 8 SRI Head 8 8YI Haed a SIR Hoed a Bill Hood 8 611 Hoed 8 Sill Heed 8 Sill RaInf.L R4 PRODUCT REVISED Mchor OrouD A Anaher Group C �a eomp�ylny Willi the Florlds 35.1/4" X•14.34 11591"11.321 NI*C21 2 7+C2+O+C2+1 2 I+C2+0+C2M 3 1+C2e0+C2*I 1+C240*Cd+I 4 1+122++122+1 Dulltllrq'Cotli 17.0411.08 _ 311" yrX-X 12.308.12.302 +1 21+122+O+C2+1 2 1*122*O+122+1 9 1+02+0.02.1 4 1+02+0+122+1 4 1+122*O+122+1 4 NOMNo.+1 2 I+C2+O+C2+1 2 1+C2i0+C2+1 3 1*C2M*C2+1 4 1+C2+o+C2+1 4 1+62+O+C2+1 4BuPlnllon DobOB124 46.1/" + + a + C2+I 4 Gy13,398-14.863 +f 2 1+122*0.02+1 Z 1+02+0 122 1 3 1 02+0 122+1 4 102+0*122+1 4 1+C9+p++1 2 14412+1*C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+02+1+02+1 4 1+0241*122*1 4 EO^m or -0 Ira on ro3434_3412.298.16.558 +1 2 1+C2+0+C2*1 2 1+C2+O+CZ+1 3 1+C2+0*C2a1 4 1*C2*0+C2+1 4 1*C2+0+C2+1 4Custom 11,391-12.010 *1 2 1*C2H+122+I 2 1+122+HC2+1 3 1*02+1+02+1 1 1*C2M*122+1 4 1+122+HC2H 4 1°t ADDED NOTE TO ANCHOR 52.118• 34.14.14 12.017-13597 I+C2+1+C2+1 2 1+C2+1+122+1 2 1+C2M*C2+1 3 1+C2+1+C2+1 4114C2-1+02+1 41 1+122+1+02+1 1 d QTY.TABLES. 14•)4.14 13,398-17.018 1*02+0+02+1 2 1+C2+0*C2+1 2 1 1+C2+0+0+1 3 1+C2+0+C2+1 4 1+C2+0+02+1 4 1Z+O+C2+1 4 i6) Custom 1L391-13.397 NotAgowed 1+C2+1*C2+1 2 1+C2+1+C2+1 2 MC2M+C2M 3 1+C2+1+C2*1 4 1*C2+1+C2+1 4 1+Q+1+C2+14 LCo eo- X.14.16 13.398.15580 1+C2+1+C2+1 2 1+C2+1+C2M 211-02-140241 3 1+C2+1+C2M 4 1+C2+1+C2+1 4 I+C2+1+C2+1 4 to m )6•)6.% 16561.19441 1+C2+0+C2+1 2 I+C2+0+C2+1 2 t+C2+0*C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0*C2+1 1 � 0 a- Custom 11.391.19597 I+C2+3+C2M 2 1+C2+31C2+1 2 1+C2+3+C2M 3 1+C2+3+C2+1 4 1+C2*3+C2+1 4 1+C2+3+C2M 4 Q 0 Q 13.398.19.110 14C2+2+C2+I 2 HC2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 7+C242+C2+1 4 t+C2+2+C2M 4 C3 ,0 O 34-34.34 19.111-24.041 1+C2+1+C2+1 2 1*C2+1+C2+1 2 1+C2+1*C2+1 3 1+02+1+02+1 4 HC2+HC2*1 4 1.122+1+C2H 4 a {n Custom 18.380-18.397 HC2+3+C2+1 2 1+C2+3-C2+1 2 t1+C2+34C241I 122+1 3 1+C2+3+C241 4 14C243+C2+1 4 1+C2+34C2+1 4 D8" 14.34.34 78.398-24.380 1+122+3*122+1 2 HC2+3+C2H 2 3 1+C2+3+C2+1 4 HC2+3+C2+1 4 1+tl434C3+1 4 Z �Custom 24.381-30.380 1+C2+2+C2+1 2 1+C2+2*C241 2 0241 3 1+C2+2+C2+1 4100-2+C22+114,14 03+2+03+1 4 z,.! ®1e 120" X-K-% '• -30.380 1*C2+3+C2+1 2 1+C2+3+C2+1 2 I*C2+3*C2+1 3 1+C2+3+C2*1 4114(2- I t+129+3403*I 4 LL1 Anchor Group Anchor Group 0 J 36.114' 34-34.34 17.381•71.391 1+122+0+122+1 2 HC2FO+C2M P. 1+122+0+02+1 3 1+02+0+02+1 4 1+122+0+02+1 1 1+C2+O+C2M 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1402+0+0241 3 1+C2+0+C2+1 4 1402+0+C2+1 4 1+C2+O+02+1 4 1�.�JJy.• p r co 38" 34-34-34 12506-12.308 1+122+U+C2M 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 I+C2+0+C2+1 4 1+C2+O+C2+1 4 I+C2+04C2+1 4 1+C.2+O+C2M 2 1+C2+0+C2+1 2 1+C2+O+C241 3 1+C2+0+122+1 1 1*122+0+02+1 4 1+C2+0+02+1 4 Z v tJ W 0 i 14.14.11 11,391-13.397 HC2+0+02+i 2 1+C2+0+C2+1 2 I+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2*0*C2+1 4 1*C2+0+C2+1 4 1+C2+0+C2+1 2 I+C2+0+1:2+1 2 1+C2*0*C2+1 3 1+C2+0+C2+1 4 HC2+O+C2+1 4 Hf2+0+C2+1 4 J 45-118' 13.398-14.11113 1+C2+0+C2+1 2 1+02+O+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 HC2+O+C2+1 4 1+C2+O+C2+1 2 I+C2+0+C2+1 2 1+C2+0+C241 3 1+C2404C241 4 t+C240+C2+1 4 1+C2+G+C2+1 4 J 34_K_34 N r- 475/4" 34•)4.16 11.391-12.297 14122+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 3 1+122+1402+1 4 t+C2+1+C2+1 4 1+C2+1+122+1 4 1+02+1*C2+1 2 1+C2+1aC2*1 2 1+C2M+C2+1 3 1+C2+1+C2+1 4 1-C2+1-C2+1 4 I+C2*1*C2M 4 W =..qS 14`)4•}1 12.298-15.558 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 I+C2+0*C.l+t 4 1+C2+0*C2+1 4 1+C2+O-C2+1 4 HC2+0+C2+1 2 1*C24wC2+1 2 7+C2+1102+1 3 1+C2+0+02+1 4 1+C2+O+C2+1 4 I+C2+0+c2+1 4 Q Q C1lstnm 11.391.12.016 1+C2+1+C2+1 2 1+C2M+C2M 2 1+C2+1+C2+1 3 1+C2+14 C2+1 4 1*CZ+140241 4 1+C2+14C2+1 4 1+r•2+I+C2M Z HC2+HC2+1 2 HC2M*C2+1 3 HC2M+C2*1 4 1+C2+I+C2+1 4 1+C2+1+C2+1 4 d I- Z 52-If8" Y-1.11 12.017-13.397 1+C2+1+C2+1 2 1402+1402+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 I+C2+1+C2+1 4 1+C2*1+C2+1 211+02+1+C2+1.2 1+C2+1+C2+1 3 7+C2+t+C2*1 4111-112-1+00 4 1+02+14C2+1141 N O y 34.34• 13.398.17.010 1+C2+O+C2+1 2 1+02+0113211 2 I+C2+O+C2+1 3 1*C2+0402+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4 HC2+O+C2+1 2 1+CZ+O+C2+1 2 1+C2+0+C241 3 1+C2+0+C2+1 4 1*C240+C2+1 4 1+C2+O+C2+1 4 = s•- Custom 11,391.13.397 1+C2+1+C2+1 2 1+C2+t+C2+t 2 1+C2+HC2+•1 3 1402+1+02+1 4 1aC2+1+C241 4 1+C2+1+C2+1 4 1+C2-1+C2+1 2 1+C2*1+C2+I 2 1+C20*0241 3 1+C2+HC2*1 4 t+C2+1+C2+1 4 1+C2M+C2+1 4 () 0' ' 80' 34-14.11 13598.15.380 NC2*11102+1 2 I+122+1*122+1 2 11102*1+122+1 9 1+02+1+C2+1 4 1+02+1+C2+1 4 1+C2+1+C2*1 4 1*C2+1+C2+1 2 1*C2+HC2H 2 1+C2+14C2+1 3 1+C2+1+C2*1 4 1*C2+HC2N 4 7+C2M+C2+1 4 _ _ , 34-34-34 15.381-19.641 t+C2.0+C2+1 2 I+C2+0+0241 2 1402+D*C2+1 3 14C2+R+C2+1 4 1+C2+0+C2+1 4 I+03+0+03+1 4 1+C2+0+C2+1 2 I+C2+0+02+1 2 1+412+0+02*1 3 1+C2+g*C2+1 4 4*C2+6+C2+1 4 1+C2+040241 4 I IA •.� w� i Custom 11.391.13.397 1+C2+3*C2+1 2 1+C2434C2+1 2 I+C2*3+C2+1 3 I+C2+3+C2+1 4 1+02+3+C2+1 4 1+C2+3+02+1 4 1*C2434C4M 2 t+C2+3+C2+1 2 1+C2*3+C2+1 3 1+C2+3+C2+t 4 1+C2+3+02*1 4 1+C2*3+C2M 4 j 76' )6•)1•)6 13.398-19.110 1+C2+2*C2+1 2 1+C2+2*C2+1 2 1+C2+2*C2+1 3 I+C2+2+02M 4 I+C2+2+C2+1 4 I+C3+2+413+1 4 1+C2+2*C2*1 2 1+C2+2+C2+1 2 1+C2+24C2+1 311,0212-0211 4 11C212IC211 4 HC2+2*122+1 1 `I1111117111If1 I 14.14.14 19.711•21.011 1+C2M*122*1 2 1+02+1+122+1 2 1*C2+1+C2+1 3 1402+1+C2+1 4 1+C2+1+0241 4 1403+1+C3+1 4 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2*1 3 1+C2+1*C2+1 4 t+C2*1•C2+1 4 1+02+1+02+1 4 `7�1,� NY LYN,y ,�Q,,.,, ,P / l+ Custom 19.300-19.397 1+122+3*122+1 2 1+C2+3+C2*1 2 1iC2+3+C2+1 3 1+C2+3*C2+1 4 1+C2+3+C2*1 4 14123+3+C3+1 4 1+C2+3+02+1 2 1+C2+3+C2+1 2 1+122+9+C2M 3 1+C2+3+122+1 4 7+02+3+122+1 4 HC2+3+C2+1 4 �� �ICEN,9,,' Oa" 19588.21,360 1*0249+0214 2 1+122*3+122+1 2 1+02+3102+1 3 HC2+3+02+1 /1+02+3+122+1 4 1+123*3+123+1 4 1+122+3+122+1 2 1+122+3+02+1 2 1+122*3+122+1 3�-C:213+122+1 4 1+122+7*122+1 4114C243-C2+114111 X-34.34 7t No,Oa70® Custom 24.361.30.360 I+C2+2+122+1 2 1+C2+2*C2+I 2 1+C2+2+C2M 9 1+C2+2*C2N 4 1+C2+2+C2+1 4 1*03+2+123+1 4 1+122+2+C2+1 2 1+122+2+122*1 2 HC2+2+C2+1 3 2+2+C2+1 4 1+122+2*122+1 4 1+C2+2+122+1 4120' %-1.14 •` -30.360 1+122+3+02+1 2 1+02+3+02+1 2 1402*3*02+1 3 1+122+3+122+1 1 1402+3+122+1 4 HC3+3+03+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+34C2+1 3 2*3*122+1 4 1+C2+3tC2+1 4 1+C2+3+C2+1 4 1 Q yl '•y%- SEE TABLE 14 FOR DESIGN PRESSURE 8 ATE p' 4/ •'MIN.SASH SIZE a W1NOOW WIDTH•69�@ NOTES; Max.Anchor 04. Anchor 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3.4).8A9N 812E 18 As PERTHE �i// •�•.'+YORIDP ��`� FIGURES ON SHEETS 99, / s ••••• d�� Spacing for"Integral• Group F 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEM AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE, //////oNAL IStl 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. Fin"Installation ar 4)'114.112-1/4'AND`1/3-113.1/3'INDICATE THAT THdSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,P.E. IN THE ADJACENT COLUMN.`CUSTOM•INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE, It P.EJ188706 TABLE 20: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX O.C.SPACING SHOWN ON THE ELEVATIONS. Claim Types - Anchor Quantities torXOX Windows 10.12 Bath Bath 24'Height 37 Helght 30"H4ght 48'Haight 54•Habht 67 Haight 24'HMgM 30'Haigtlt 38'Hord 46'MJM 54'Haight !G'Haight Width I Mint Lxel ColAgun110n ME n) Hood a$ig Hatd 8 8111III III III 11F Heade Sill Head a BN hkad 8,8111 Head 8 eD Head a SYI Hold a 601 Hood 8 8111 Food 8 Sill Hood a BRI Head L 801 1 R4 Anchor Group A Anchor Group C 36.174' K-X-K 11.391•11.301 1+C2+O+C2+1 2 1.0 2+0+C2+1 2 1+C2+0+C2+1 3 1•C2+0+020 4 1+02+0+C2+1 4 1+02+DaC2o1 4 PRODUyC�T RIVI!!D 36' K•X- 12.308-12,30a 14CJ+MC2+1 2/+C2+0+C2+1 2 1+C2+0+0 0 9 1+E:l+O+C20 4 14C2+O+C2+1 4 t+C2+O+C2+t 4 �ulid/mp Con�awllh 4M Florida 11.391•13.391 1+C2+M0404 02+1 2 1+ +9+ +1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+WC2N 4 1+C3+0+C3+1 4 NOA-1No, 17.411.08 48.118" K•K-K 13.908-14.983 1+CVO+C2+1 2 1+C2+04C2+1 2 1+C2.0+ 0 3 1+C2+WC20 4 1+C2+0+C2+1 4 1-C3+0.C9+1 4 mcpirntlon Dab 00/24/2020 47.314" X•%-X 11.391-12.297 1+C2+p+C2+1 2 1+C2+04C2+1 2 1+C2+O+C2+1 3 1+2+0+2+1 4 1+C3+O+C30 01 4 1+C3+04 +1 4 - X-%-K 12.298.16.668 1+0240+2+121+02+0+C2+1 21+02+O+C2+131+C2+D+02+1 41+0:3+O+C3+141+C340+C3+14 Mlam roan o Cuwm 11.391•12018 1+C2+O+C2+1 2 14-02+0+20 2 t+q+0a62+1 3 1+C3+D•C3+1 4 1+C3+O+C3+7 4 1+:3+0+C3+1 4 62.118' X•X•K 12.017•13.397 t+C2+D+C2+1 211140240+C20 2 14C2+0+C2+1 J 1+C3+O+C3+1 4 1+C3+0+C3+1 4 1+C3+D+C3+1 4 K•K•K 13.308.17.010 1+C2+O+C2+1 2 NC2+0+02+1 2 14C2+WC2+1 3 1+C2+D+C2+1 4 1+03+0+C3+1 4 1+C3+O+C9r1 4 e ADDED NOTE TO ANCHOR .� Custom 11.381•13.3.7 1+2+2+C2+1 Z 1+C2+bC2-1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C3+2+03+1 4 QTY,TABLES. m 80' X-K-X 13.303.1&960 Not Allowed 1+C2+1+C2+1 2 1+p42+C2+1 2 1+102+2+02+1 9 1.02+2.02+1 4 1+109+2+03+1 4 1+03.2403+4 Y.-Y.-)i 15.361_19.641 1+C2+0+2+1 2 1+C2+0+C2+1'2 1+C240-C2+1 3 1+103+0+03+1 4 1+C3+D+C3+1 4 1+C4+0+C4+1 4 �i U) Custom 11.991•13.997 1+C2•PC2+1 2 1+C2+3+C20 2 1+02+3402+1 3 t4C2+9aC2+1 4 1*103+9+(2+I 4 1403+3+041+1 4 b nm 76' K-K-X 13.398.19.110 14C2+2+C20 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+2+1 4 1+C3+3+C3.1 4 1+4+344+1 4 0 K-K-K 10,111.24.641 1+C2+0+C2+1 2 I+2-D+C 2.1 2 1+08+1)+04111 3 1+C3+D+C3+1 4 1+04+0+04+1 4 1+4+0.04+1 4 O O N Custom 17.841-10.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2.3.C2+1 3 1+C3+4+C341 4 1+C3+4+C3+1 4 1+C4+4+04+1 4 rY Wr alol 86' X-K-X 10.395-24160 140243+C2+1 2 1+02+9.0241 2 1+02+3+020 3 1+0944+03+1 4 1.09.4+07.1 4 1+04+4.4+1 4 %-Y.-)i 24.361-31.641 !+(02+2.C2+12 +2+ + 2 2+C2+2+C2+2 9 2+C343+C1+ 4 240+3+C3+ 42+04 344- 4 L7 EV X-X•X 20.641-32.616 2+C2+3+02+2.a 2+02+3+102+2 2 2+02+9+02+2 3 2+C3+4+CSt 4 2+03++041+ 2+C4+4+Ol 4 - � 0 = 120' X_X-K 32b16.39.641 2+02+2+02+2 2 2+C2+3+02.2 212-C2-3+02+2 3 24C343+C3+2 4 2+04+3+04a2+04+3+4+2 4 =C� (a 140• Custom . •30.641 2+0243+C2+2 2 2+02+3+02+2 212+02+3+r2+ 9 2+C3+4+C4+ 4 2+04+4+04+1142+04+4+04+2 4 V Anchor Group 0 Anchor Group D Iz W 'aN 95.1!4' K- -K 11.391•11.391 1+C2aDaC241 2 1 1+C,2+04C2+1 2 1 1+C2+O+C2+1 3 1+024+5+1 4 1+C2+O+C2+1 4 HC2+O+C2+1 4 1.0240020 2 1+C2+O+C2+1 1 1 2+O+C2+1 3 1+f2+04C2+1 4 t+C240fC241 4 1+(2+04020 4 ra 1tl m J OO 36' K• - 12.906-12.308 t4C2+D+C2+1 2 1402+0+C247 2 1+02+0+02+1 3 1.02+042+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+102+0+C2+1 2 1+C2+0+C2+1 2 1+02+0+02+1 3 1+C2+0+C2+1 4 I+C2+O+C2+1 4 t+C2+0+02+1 4 '2! a Q. L X-K-X 11.361-13.397 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+0241 3 1+C2+0+C2+1 4 1+C3+0+CJ+14 1+C3+0+03+1 4 1+024-0+C2+1 21+C2+0+02+1 21+C2+0+12+13 1+C2+0+M+1 4 1+C2+O+C2M 4 1+C3+0.C3+1 4 ` O 46116' )S-X•K 19.396.14,683 1+C2+O+C2+1 2 1+C2+0rC2+1 2 1+C2+O+C2+1 3 1+02r04C2+t 4 1+02+0+C2+1 4 1+0+0+03+1 4 1+C2+O+C2.1 2 1+C2+o+C2.1 2 1+C2+0•C2+1 3 1+C2+O+C2+1 4 1+0240+C20 4 1+03+0.03+1 4 F J . 47.314' X-K-X 11.391•12.207 1+02+042+1 2 1+C2+0+C2+1 2 1+02+0+C7N 3 1+C2+0+02+t 4 1+C3+O+C3+1 4 I+C1+D+C3+1 4 1+C2+0+02+1 2 1+C2+0+C2+1 2 1+C2+0402+1 3 1+C2+0+C2+1 4 1+C3+0+M+1 4 1+03+0+C3+1 4 oay 12208.15.668 1+C2+0+C2+t 2 1+C2+0+C241 2 1+C2+0.02+1 3 1+C2+0+C2+1 4 1+03+0+103+1 4 1+0340+03+1 4 1+2+0+020 2 1+02+0+020 2 1+02+0+02+1 3 1+(2+0+2+1 4 1+C3+0+041+1 4 1+C3+0f C3+1 4 N Custom 11.391.12,016 1+C2+0+C20 2 1+C2+0+C2+1 2 I+MtD+C241 3 1+C3+0+C3+1 4 1+03+0+C3+1 4 1+2+OM3+1 4 1+C2404C2+1 2 1+C2+0+C2+1 2 1+Z+D+C2.1 3 1+0+0+03+1 4 1+C3+D+C3+1 4 1+103+04090 4 F- 62.116• X•K-X 12017.13,307 1+C2+0+0241 2,1+02+0402+1 2 1+C2+0+C2+1 3 1+C3+0+03+1 4 I+C34+03+1 4 1+C7+0+03+1 4 1+C2+O+C2+1 2 1+C2+D+C'2+1 2 t+C2+04C2+1 3.1+03+0403+1 4 1+C3+0+02+1 4 1+CJ+0+0:30 4 Z •K 13,996.17.016 1+C2+0aC241 2 1+C2+0+C2+1 2 1+C2+0+C2+1 9 1+C3+O+C9+1 411-030040341 4 1+C3+O+C3+1 4 1+C2+O+C2+1 2 1+C2+O+C20 2 140240+02+1 3 1+C2+6aC2+1 4 1+0'J+0+02+1 4 1+CS+002+1 4 i � 0 Custom 11.301•13,307 1+C2+2+C2+1 2 14C2+2+C2+1 2 t+C242+M+1 3 14-M+2+02+1 4 1+CA+2+C3+t 4 1+CZ+2+�0 4 1+c2+2+02+1 2 1+C2+2+C2+1 2 1+C2+2402+1 3 1+C 2+2+C2+1 4 t+09.2400 4 1+C3+2+C9+1 4 C� _ 0 r ear X-K-X 13.398.16,360 1+02+2+C20 2 1+C2+2+C20 2 1+C2.2+C20 3 1+C2+2+C2+1 4 1+C1+2+C3+1 4 1+C342+C341 4 1+C2+14C20 2 1+C2+1+C2+1 2 14020+C2+1 9 1+02+1+C2+1 4 1aC3+1+f70 4 1+103+1+041+I 4 U 12 ;•+,r0 K• 18.361.10.6(1 1.C2+D+C2+1 2 1.02+0+20 2 1+02+0a02.1 3 t+C3+0+03+1 4 1+09+043+1 4 1+04+DKX+l 4 1+C240+C2+1 2 1+02+0+(2+1 2 1+2+O+C2+1 9 1+C2+0+C3+1 4 1+03+0+04141 4 1.4+0+04+1 4 0 Custom 11.391-13.307 1+C2+3+C2+1 2 1+C2a3+C2+1 2 1+0+3aC i 3 1+102+9+02+1 4 1+C3+3+0341 4 1+03+3+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+02+3+C2+1 9 I+C2+3+2+1 4 1+C3+3+C3+1 4 1+:3+3402+1 4 = _ TV X•X•X 13.308.10,110 i*(2+2+.7+1 2 1+2+3402+1 2 1+C2434C20 3 14C3+3+03+1 4 HC3N+C3+1 4 HG+3+04+1 4 1+C2+2+C2+1 2 I+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+03+1 4 1+0342+03+1 4 1+04+2+040 4 o I ouo eo X•Y,•X 19,111.24.641 142+0+13241 2 1.102+0+C2+1 2 1+C3+O+C3+1 3 14041•0+C3+1 4 1+4+044;1 4 1+4+0440 4h 2+1 2 1+C240+C2+1 2 1+C3+0+C3+1 3 1403+0+C3+1 4 1+04+0+04+1 4 1+04+0+04+1 4 \`11 Custom 17.841-19.397 1+101+3+02+1 2 1+02+94020 2 1+02+4+02.1 3 1+[A+i+090 4 1+q+44-03+4 1404+4+0441 42+1 2 14C2+3+tl+1 2 1+02+3.02+1 3 1+C9+4+C3+1 4 1+103+4401+1 4 1+0444+04+1 4 `���QNY LYItIN OM X-K-X 10,308-24.360 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3,1+C3+4+03+1 4 1+C1+4+C3+1 4 1+04+4+040 4 +1 2 1+102+3+02+1 2 fa02+34020 3 1+C3+3+C3+1 4 1+03+3.0+1 4 t+04+3+04+1 4 ...... LICENy��'• ��r - - 24.361•31.641 2.02+2+C2+2 2 2+C2434C2+ 2 2+02+0+C2*2 3 2+C3+3+C3+ 4 24C7+9+C9• 4 2+04.3+4+ 42+1 Z 1+C2a2+C20 2 1+C242+C20 J 1+CJ+2+C3+1 4 1+03+2+f7+1 4 1+4+2440 4 X K-X 29.641.32,618 +02+3aC2.2 2 24C2+S+C2. 2 24C2+4+C2+2 3 2+C3+4+C3+ 4 2+C1+4+C3+ 4 2+04.4+4+ 42+ 2 2aC2+3+C2+2 2 2+C2+3+C2+2 3 2.CJ+4+W+2 4 2+043+4+q4 4 2.40+442 4 `tt No,C787WS 120" - X•X)1 32.616.39.641 3.02+2 2 2.0243402+ 2 2+C2.3+2+2 3 2+C3+4+C34 4 244+4+4+ 42+06+4+106+ 42+ 2 2+C2+3+C2+2 2 2+0243.02+2 3 2aG1N.C9+2 4 2+04+3+4+2 4 2+4+3+04+2 4147 custom .39,841 2+C2+34C2+2 2 2+C2+3+C2+2 2 2+02+4+02+2 32.07+4+C34 4 2+441+04+ 4 2+06+4+C6+ 42+ 2 2+2.3+C242 22402.3+02+2 3 2+03+410142 4 2+441+4+2 4 2+4+4+4+2 4 :�O ! ��. NOTES: BEE TABLE 18 FOR DESIGN PRESSURE � '•,. R 7E •' 1)FRAME DIMENSIONS ARE BUCK WIDTH HEIGHT EE SHEETS 3-4). GLASS TYPES 10.12814.18 •'MIN.SASH SIZE=MMQyV2DTH-60.72 ASH IZEIS AAS PER THE ROUNDUP SHEEI HETS %T AVAILABSE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. � ON ?`` MAY NOT BE USED WITH 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. FIN FRAMES OR INTEGRAL 4)•1/4.1!2-1/4'AND'1/d-1/3.1/3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,P.E. •FIN FCIN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT 140 STANDARD BASH CONFIGURATIONS FALL WITHIN THE RANGE. P,E.0 68708 TABLE 27: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX O.C.SPACING SHOWN ON THE ELEVATIONS. Daae , Anchor Quantities forXOX1Nlnclows 14.19 Bash Sash 24'He1pN I 3('Height I 38-FAOI I 48'MBISM 64'wlpnt 63•Hoipid 24'H 09M W Haight I 38'PAW 48'H4W I 64"He 67 HeIgM Conlpumtlan Ram M) Head 8 5111 N III Hiad 8 SNI FNad 8 all Hod 8 819 Had 8 SIR Hoed 8 Sill 1 H.M 8 SNI Heed 8 SIII Hud 8 SIN Hood 8 6111 Hand 8 SIR Head 8 SIH Relnf.Ls1el RI III I III NI Anchor Croup A Anchor Grafi C 351!4' K 11.391•11.391 1+c2+0+C2+1 2 1+02+0+r2+1 2 1+C2+04C2+1 3 1+C2+0402+1 4 i+C2+0.C2+1 1+02+0+02+1 4 PRODUCT REVISED Je' •)S 12.300.12.300 1+02+D.D241 2 1+CZ*D+C2+1 2 1+C2+o.C2+1 3 1*C2+0+C2+1 4 1+C2+C+C2+1 4 1+03,0+pal 4 u tdelm.9 nD with the Florida 11.391•13.997 1+C2+0+02+1 2 1+02+0+02+1 2 1+02+O+p+1 3 1+p+0+C3+,1 4 Hp+0+p+1 4 1+04+0+04+1 4 NOA-No. Cou 45-vr r4at-N■. 17-0411.09 19.30e-14.1163 1+C2+D+C2+1 2 1+C2.0.C2+1 2 1+C2+0.02.1 3 1+03+0+03+1 4 1+p404C9+1 4 1+0340+03-1 4 11■pir■tlon Date 09124/2020 - - 47.3l4• X-YA-1F, 11.301-12.297 1+02+D+C2a1 2 t+C2+0+C2+1 2 1+=+O -1 3 1*p*0+C3*1 4 1+C3+0+p+1 4 1+04+03.04+1 4 -'- )S-)S-)S my ILM-15.558 1*C2+0+02+1 2I+C2+O+C2+1 21+C2+0+C2+1 3 1+CS+O+p.1 41*Q+O+C3+1 41+03+D+p+1 4 Ml Custom 11.391-12.018 1+C24O+C2+1 2 14C2+0+C2+1 2 1.01+0+03+1 3 1*03+0+03+1 40-04+0404+1 4 1+04+D+G+1 4 MI■m ■ ro uc on o 62.110' X-%-16 12017.13.397 140240+C2+1 2.1+0+0+C2+1 2 1+0340*p-1 3 1+03+0+0 41 4 1+04+0*04+1 4.1+C4+0+04+1.4. K•)S-)'i 1A399.17A18 1+02+0.2241 Z 1+C2+D4C2+1 Z oma+p-1 3 1+03+0+0301 4 1+04+0+01+1 4 1+G*0*G*1 4 FADyD,8'D'NOTE TO ANCHOR Custom 11,391•13.397 1+0242402+1 2 1+C2+2+02+1 2 1+02+2+02+1 3 1+C3+2+pr1 4 I+p+2+03+1 4 1,04+2+04+1 4 ABLES. 13,398.15A80 NOtAlowed 14CZ*1+C2+t 2 1+C242+C2a1 Z 14C2+2+C2+1 3 1+C3+2+0+1 4 1+p+2+03-1 4 1+04+2*CI+1 4 , • -K 15.301•19.641 1+CA0+C2+1 2 1*M*0+C2+1 2 1*p+0ap+1 3 1+04+O+C4+1 4 1+04+0+04+1 4 I+CB+O+CB+1 4 W) S m Custom 11.301-13.397 1+Cb2+C2+1 Z 1+C2434C2-1 Z 1+C2+3+C2+1 3 1+C3*3+C3+1 4 1+04+3+04+1 4 1+04+3404+1 4 to .ADN 76' X.)J-)4 13.396.19.110 1+0202+C2+1 2 1+C2+2+CZ-1 2 1+02+S+C2N 3 1+C3+14C3+1 4.1+04+3+04+1 4 1*C4+3+04+1 4 �- 15- 10,111.24.541 1+C2+0+C2+1 2 140+043+1 2 1*CJ+O*C3+1 3 1+04+0+04+1 4 1+05+0*CB+1 4 I+C6*0+C6+1 4 � C 1 Custom 17.641-19.397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+02+1 J 1+C3+4+p+1 4 1+C4*4404+14 1+04+4+04+1 4 0 00• X-35-y+ 10.300.24.300 t+C2+3*C2*1 2 1+C2*8+C2+1 Z 1aC2+3+C2+1 3 1+04+4+04+1 4 1+04+4+04+1 4 1+04+3+04+1 4 }O Ln �• Y1 D(1 24,301.31.641 1*02+2+02+1 2 2+C2+2+(7+ 2 2+C2+2+C2* 3 2*04+3+04+ 4 2+04*3404+ 4 1+C4.2+04+1 4 L7 7 = 120' �'X'Y' 20.841•32.816 2+C2*3+02+2 2 2*C2+34C2+2 2 2+C2+5+C2a 3 2+04+4+04+2 4 2+04+4404+ 4 2+04+3+04+ 4 O r- X•34-Y. NO-.BIN' •98.641 2+02+2402*2 2 2+02+3+17+2 2 2402+1+02, 3 2,04.1+04+2 4 2+04+3+04* 4 2+04+3+04+ 4 li "O1 g 140' Cuatom . -30.641 2+02+3+02+2 2 2+02+3402+2 2 2+C2+3*C24 3 2*C4+4*G+2 4 2+04.4+G• 4 2004+1404 4 LLl''• y Anchor Group B Anchor Group 0 Z J � n,ad 35.114' )1-%- 11.391-111.391 t+C2+9+C2+1 2 1+C2+G+C2+1 2 1+C240+C2+1 3 1+c2+0+C2+1 4 1+C2+0+C2-1 4 I+C2+04C2+t 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+04C2+1 4 1+C2+0+C2+1 4 rp J co 38' 15-34•X 12709.12700 1+C2+O4C2-1 Z 5,02.0402+1 2 I4C2+0+02-1 1 1+17+0402-1 4 1+C2+0+C•2+1 4 1+03+0+C3+1 4 14C2+0+02+1 2 14C2+D+C2+1 2 1+C2+0+C2+1 3 1+02+0+C2-1 4 1+C2404C2+1 4 1+C3+0+C3*1 4 a . Y.-M-y* 11.391•13.397 1+C2+0+C2+1 2 1+C2+0*C2+1 2 14C240+C241 3 1+C7+0+C3+1 4 1+CS40+C3+1 4 1+04+0+04+1 4 1+C2+0+C2+1 2 1+02+0+C2+1 2 1+C2+0+C2+1 3 1+03+04CS+1 4 t+C3+O+C3-1 4 1+04+0+04+1 4 o Z }~ W LL 45.158' K-K-K 11388•14.861 1+C2+04C2+1 2 1+C2+0.C2+1 2 1*C2+0+C2+1 3 1.03+O+C3+1 4 1+C3+0+C3+1 4 1+C3+0+03+1 4 1+C2+D+C2+1 2 1+C2+0+02+1 2 1+C2+O+C2+1 3 1+C3+04C3+1 4 1+C3+0+C3+1 4 1+C3+0+p+1 4 �-•- 0 J tD n�4, X-31-y. 11.391-12.297 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1403+0+C3+1 4 1+C3+0+03+1 4 1+04+0+04-1 4 1+C240+C2+1 2 1+C2+0+C2+1 2 t+C2+0+C2+1 311+03+D+03+1 4 Np+0+07+1 411+04+0+04+1 4 F- Q Y,-%-Y. 12298.15.558 1+C2•0+C2-1 2 1+C2+O+02+1 2 1+C2+0+C2+1 3 1+C3+0+C8+1 4 1+C3+0+C3+t 4 1+C3+D+C3+1 4 1+C240+C2+1 2 1+C2+0+C2a1 2 1+C2+0+C2+1 3 1+C3+O+C3+1 4 1+03+0+C3+1 4 1+C3+0+03+1 4 Lo Qz ieDY5 Custom 11.381-17.018 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C3+0+03+1 3 1+C3+0+p+1 4 1+04+O4G+1 4 1+04+0+C4+1 4 1+C2+0+02+1 2 14C240+C7*1 7.1+03+0+03+1 3 1+C3+0+Ml 4 1+0440+04+1 4 1+04+0+04+1 4 55 62.118' 14-K-Y IZO17-13.397 1+C2+0+C2+1 2 I+C2+0+C20 2 1+03+0+C3+1 3 1+p+0+C3+1 4 1+04+0+04+1 4 1404+O+G+1 4 1+C2+0+C2+1 2 1+p+0+C2*1 2 t+p+0+03+1 3 1+03+0+03+1 4 1+G+O+GM 4 1+G+0+C4+1 4 d 1- Yr•Ya- 13.798.17.018 1*p+04C241 2 1+02+0+02-1 2 1+03+040341 J lap+O+p-1 4 1+04+0+04+1 4 1+04+0+04+1 141+C2+2+C2+1 CZ+D+C2+1 2 1+C2+O+C241 2 1+03r0+p*1 3 1+03+0+C3+1 4 1+0440+04+1 4 1+04+0+04+1 4 N Custom 11.381.13.397 1+C2+2+02+1 2 1+02+2+C2+1 2 1+C2+2+C2+1 3 1+p42+C3+1 4 1+03+24C3+1 4 1+04+2+04+1 C2+2+C2+1 2 1•C2+2+C2+1 2 1+C2+2+C2+1 3 1+03+2403+1 4 1+03a2+C9+1 4 1+04+2+04+1 4 .- 00' 14-)5.14 13.3D5.15.380 1+C2+24C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 5 1+0342+C3+1 4 1+C3+2+C3+1 4 1+04+2+C4+1 C2+1+C2+1 2 1+C2*1+C2+1 2 1+C2-1aC2*1 3 1+pa1*p+t 4 1+03*1+03+1 4 1+04+1+0441 4 V a 15-K-3S 16.381-19.841 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+0404C3+1 3 1+04+0+04+1 411+04+0+C4+1 4 1*p+C+C6+t C24p+C2+1 2 1+C2+0+02+1 2 1+O1*D+p-1 3 1.04+0+04+1 4.9000+04-1 4 1+CS+D+C6+1 4 _ Cuslom 11.391-13,307 1*C2.3*02+1 2 1+02+3+C2+1 2 1+C2+34C2+1 311-03+340+1 4 1+C4+3+04+1 4 1+04+3+04+1 CZ+1+C2+1 2 1+02+2+C2+1 2 1+C2+3+02+1 3 1+C3+3+C3+1 41904+34001 4 1+C4*1*C4+1 4 = SSS 76, X•K-K iJ.308•10.110 1+02+2402+1 2 1+02+3+02+1 2 1+02+3+02+1 3 1403+3+03+1 4 1+G+3+C4+1 4 404+3,04+1 02+2+0241 2 1+02+240241 2 lap+2+02+1 J Np+2+0341 4 t+04+2,04+1 4 1+04,2+G+1 4 °r+!1 •Daaq rs e %-%-X 18,111 24.841 1+C2+0+C2+1 2 1+p+0+C3+1 2 1+C3+Gap+1 311+04+0+04+1 4 NCS+0+C6+1 4 14C54D+C5+1 C24D+C2+1 2 1+0340+03,1 2 1+C3+0+03+1 8 1.04+0+04+1 4 905*0+03+1 4 1+C6+O+C6+1 4 `111 11171 Custom 17.041-19.387 1+C2+3+C2+1 7.1+C2+3+C2+1 2 1+02+4+0241 3 1+C3+4+C3+1 4 1+0/+4+04+1 4 1+04+4MA+1 C'2*3+C241 7.1+0241+02,1 Z 1+02,3402-1 3 1403+4403+1 4 1+G*4*GN 4 1+0441+04+i 4 `����NY,�yNHtii Ai ' 96' M-K-14 19.30.24.3GO 141741402+1 Z 1,0241+02+1 2 1+0241402+1 1 1*G+4*G+1 4 1+0444+04+1 4 1+04+3+G-1 2 1+C241+02+1 2 14CZ+3+C2+1 3 1+04+3+G+1 4 1+0+3+04-1 4 1404+3,04+1 4 `INN ��,'' VCENSF'•X('24.301•31.641 2+C2+24C2+4 2 2+C2+3+02+2 2 2+C2+3+C2.2 3 2+04+3+04+2 4 2+04+3+04+ 4 1+04+2+04+1 C2+2*C2+1 2 1aC2*2*CZ+1 2 NC2+2402+1 1 I+G+2+04+1 4 1+04+2404+1 4 1404*2404-1 4 13Y,X-y+ 20.041•32,515 +C2+34C2+2 2 2+C2+3+02+2 2 2+C2+4+C24 3 2404+4+0442 4 2+04+4.04+2 4 2+04+4+04+ C2+3+C2+ 2 2+02,3402,2 22.02+7+02, 32+04+4,04, 4 2*G+404+2 4 2+01*3404+2 4 =* NO.88706 120' •K 32.816.39.641 2+02+3+C2+2 2 2+02,7,02+2 22*(2+S4C2+2 3 2+04+4*C4+Z 4 2+04+4+04+2 4 2+04+3*04+ +2 414V Custom -30.641 2+17+3+02+2 2 2+C2+3+C2+ 2 2aC2+440242 J 2+04+4+04+ 42+04+4+0442 4 2+0447+04+ C2+S+C2* 22402+34042,2 Z 2402+3+02* 8 2+0441+04+ 4 2+04+4+04+2 4 2aCA+3+044 4 70 : NOTCO: 8EE TABLE 10 FOR DESIGN PRESSURE -0 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3.4). ��� �ORIDA.. WINDOW WIDTH•60.72 SASH SIZE IS AS PER THE FIGURES ON)FOR SIZES NOT SHOWN.ROUND YE THENEXTNEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. '111s�0NAG�NG�t`, M. GLASST BE USED 814.18 "MIN,SASH SIZE 11 1 MAY NOT 0E USED WITH 2 9)SEE SHEET B FOR A GUIDE TO USING THESE TABLES, 111 I I 1111 J•CHANNEL OR INTEGRAL 4)'174.1/2.174•AND•113.113.113'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A LYNN MILLER,P.E. •FIN FRAMES IN THE ADJACENT COLUMN.'CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P13,068706 TABLE 28: Bill of Material 3.600' 62' 9.600" --�{ 9.600" A Port III Description Mab7rlal ��, �, I ��_ ,082. I �Ir- .tte2° I _ -�� +- .DB2' 1 020121 Frame Head,Sig end Jambe- ige el PVC 0 0 i 2 820122 Frertw Heed,Sill and Jambs-F tmgo PVC 3 820123 Frame Head,Sill erxl Jambe-Fin PVC 1 620122 Fremo Heed,SIO and Jambs-Ey7 1 val Leo PVC 2,446• 2.446" ❑ 2.446' fl 2.M6' 13 820172 Ant4Ltlt Insert/7dm Cover PVC IIIL_-_JIIRII�JIII 14 620131 Fixed twad g Rag PVC 7 C] i O -71-14 O 18 820186 Tack tL'•It 808318 At _ 18 620120 Sash Rall(Sidra,Top&Bottom) PVC 17 020100 Motorail 0063 T6 Al •625' J-CHANNEL •626' FLANGE FRAME FIN FRAME EQUAL LEO FRAME 10 I =ISO Pull Reil Interlock 6083 TO AI1.976 0 FRAME HEAD,BILL r O HEAD,BILL& 1,378 3 HEAD SILL& 4 HEAD,SILL& 20 T 620144 Pull Rail Interlock Cowr PVC r &JAMBS I! JAMBS JAMBS JAMBS 21 620160 Light Suh FaInlorconwnt 6083 T6 AI 22 620161 Standard sub R•Inbrcrrn•nt 6063 78 AI 1,872° -� 1.641' Z3 620162 HO Sash Relnbrcanwnt 600.7 T6 At ',4371 24 620153 Standard Meeting Pull Ralnbrcemont 600.5 T6 At 1,607' { e _ 28 820164 HD Mut Reil Relnbrcenvint 6006 TS Al 1,630. 2,176" -� 20 620166 H.D.Noah,Roller Meaft Rall RoIntoretm•nt 6006 T8 AI 772" �6� 0 0 1.020° 1.376" 880 II 471' 27 710X114PPA 010 x 1-1/4'PH.PH SDS Monorall Screw 410 SB 28 61644 Wratharrtrlp,.1871 x.2701 Fin Pie 086' 080• �+- 070 oeo^ 20 61710 We•thrre ,,1871 x.220' File 1.2311 I+- 1.000' 311 y8 x T Ph.PH BOB(Interlock MountL UFT RAIL Strew 410 SS 19 &TRANTIIM COVER RT "1 METING RAIL 16 INSERT '8 SASH RAIL FIXED TRACK1a INTELIFT ROCK U ItRERLOCI( COVER -LI 7Wl2PPA 88 x 34/2'Ph.PH SMS(Fbt•d Mootlrg Reil Screw) 410 SS 32 71669SP Meeting Rall Scmw Support Plate 6083 TS At 99 720210 Woop Holo CowPVC ,300• �-}. .918' -�I}"�•070',C60 1 ,.I 1.700" 34 720187 Installation Screw Hole PI PVC 864° 170 u II ` _ 37 720197 Auto Lock C Steel o 760 764• 776' .776' 38 720100 SweepLack Cut Mna I VV�__ 39 720108 Auto look CowrAwambly Cut Zinc .026' -� .035, -.++-7 -^1 14'86° �+ •060" 40 08 x 1.1/8'Ph.FH SOS(Auto and Sweep Lock Screw) Be LAMI 10 ROLLED EXTRUDED LIGHT SASH STANDARD 41 720200 Auto and Sweep Lack Keeper Cast 21no \,`�BEADING O SCREEN FRAME 91 SCREEN FRAME O REINFORCEMENT 22 SASH FORCEMENT 42 76X34PPA 08 x 3/4'PH.PH SDS(Keeper Screw) SB 43 7612FPTX 00x1/2'FPHTek RelnbrcementSarew SS 070' 1182' -� I+- .280' 44 LBedsOla Top Comer Key Nylon 14 , VTL 070^46 Leadstlle Bottom Comer Key Nylon T'lt 1'184 �fI1I+- �ff��-��4B Lookstile Topom Com r Nylon 070 .797' 1.041' 1.22 47 Lookstila Botlorn Comer Key Nylon 'elmTT'' L ILI �� -•73a 1_ILJ�'-�'-LJ�'�--' .1e4' L .074' 48 720204 Wheel n r 150' -Fi 1.331' r- 1.340" I+- -►{ 1.340' F-- 72 820136 tJtml.I.O.Beed PVC T . HD BASH I STANDARD HD MEETING HO IIR MEETING PRODUCT REVISED 74 Beckbadd ng,OE 7700 or Dow 781 Silfrxxra 23 REINFORCEMENT 24 MEETING RAIL 26 HAIL 28 RAIL 17 MONORAIL u aomPt Inp with the Florida 75 71684/8 Sett Block /81 x 2x 1/B' 85*A 5 dum. EPDM REINFORCEMENT REINFORCEMENT REINFORCEMENT NOA-N0�o• NOA No, 17.0411.08 60 61011 Roi-'termed Sarson Alum \\\ rx� R„{� : DoW axplr•tlon 0•t• 912412020 B1 61012 bktrWedBorernFrame Alum �•\��,ONY,�Y%4 ,,,,� JR 03/27/17 NOtl7ANaE9THS9NEET. Dy 62 Extruded Boman S edea Bar Alum ;�' VICENSF'•,C MI•m • ro ua n ro 83 4TO42W Scmon Comer Key With Pull w Raurarr Pull Ring PVC � �� 64 47041 WICKOLB llicreonComarfty No Pull RIAS PVC `*e Na•X708 86 7CASPM Tarolon s erg BB v's *' WINDOW EXTRUSIONS&BOM J ROSOWSKI Be 818113048 ScreonCloth Fihergleas a���;'1 t�� 7o7oTECHNOL00YDItNE Parer 87 61636161614' .140"Somon Spline Machine/Hend Rolled Vinyl :� TE 78101 A<ORIDP �� N VENICE FL 34276 ND �SAO••, ••�N ` (0411 COPYRIGNIrelo77.oTrNaa.rAir ra HORIZONTAL ROLLER-LM 06115/15 _-7E-9' //r NAI- �\ S .t 'NT aaNf r Ora•(nP No. Rrn 1)ITEMS 06.12,18,36,3e,49.71&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL, A.{4t•M MILL�kR,P.E.. HR-5510 NTS 17 OF 18 M D-HR5510-01 B 2)PVC BY ENER01 WINDOW AND DOOR PROFILES,LTD„TO BE LABELED FOR HAMA EXTRUDER CODE, PEJi6B706 CERT.OF AUTR 0211296 TABSASH LE 20: ` 1B ASSEMBLY Egress Lock BIN of Materiel MITERED FRAME WITH `� t INTERIOR AND EXTERIOR DETAILS N Pelt Do gpdon MsteHsl FRAME WELDS 100 707024 MWlI•PdM Look or Grt Dna t0 ® 1D7 73340 Operator mountin Plate 51" 1e 102 7201E Muk1polml Lock Keeper Alurrtlnum 31 I 48 ATTACHED TO 103 720214 Muhl nt Lock Oulds Nylon 92 EXTERIOR BASH RAIL 104 220217.221 11s By Lon h VideoStomas to 1 �} 105 71024X'12HFX#10 x 112,HH MIS Stslnions stow 72 X4 108 7EXIFPAX x 1"Ph,FH 8MB E!dnlas Steel 107 70X76FPflC FM x 314"Ph,FH SDS 8lelnho Stssl 18 � 17 ATTACHEDTO 109 30 FRAME JAMB 27 1e EGRESS LOCK 37 DETAILS 40 88 !O OAS 42 104 87t. �, OPT.AUTO LOCI( 85 \` PRODUCT REVISED 20 ATTACHED TO ss compl Ingg with tlu Florida FRAME JAMB Building CaW 105 NOA-No. 17-0411.05 Expiration Date 09/2412020 42101 by _V 18 ® 14 70 Mlam ■' ro ua control 82 `�• ' OPT. 72 .,\ 102 \ 1 ��\ 35 X4 \ti 40 41 --� OPT.SWEEP LOCK ATTACHED TO FRAME JAMD I BO OR Bt 18 S 1070 TEOHNIOLDRI MITERED FRAME WITHN.VENICE. FL %276 1 INTERIOR AND EXTERIOR 700 (041)-00-1500 FRAME WC•LDS 11 1 1 1 n CERT,OF AM, #29200 SCREEN ASSEMBLYJR 03/27/17 NocHAnoseTlllsuiceT. DETAILS ' ftwaso W. V610+ a.rldao B3 3 47 OR 84 68705 *' to EXTERIOR Dro.0 EXPLODED WINDOW VIEW J ROSOWSKI ASSEMBLY �'.o". �O...... G��?��� HORIZONTAL ROLLER-LM 05/15/15 � NOTES; DETAILS �. ��,d ll EN\� 1)GLASS AND SOME PARTSIOPTtONS NOT SHOWN ON DRAWING FOR CLARITY. Irrl'NIAI- 11� Scala; + WnWep No. Ran 2)J•01ANNEL FRAME SHOWN,PART 01,OTHER FRAME TYPES APPLY. A.LYNfV 1NILL��t,RE HR-5510 NTS 18 OF 18 MD-HR5510-01 B 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS Bb. P.E.058705 f i HLE COPY MIAMFa FILE ILd�� '' MMI IA -DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street Room 208 BOARD AND CODE ADNIIMSTRATION DIVISION T(786)315-2540 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/ecunomv 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(AHD). 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 AEIJ(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. i 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"SH-5500"PVC Single Hung Window—L.ALL APPROVAL DOCUMENT:Drawing No.AID-SH5500-01 titled"Single Hung Window Installation LM",sheets 1 through 13 of 13,dated 05/15/15,with revision B dated 06/06/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Section. j NUSSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, 'state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida; and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0714.03 and 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.17-0630.05 MIAM14DADECOUNTY Expiration Date: July 30„2020 Approval Date: November 30,j2017 f 1/211/1/e7 Page 1 i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.15-0519.05) 2. Drawing No. MD-SH5500-01 titled"Single Hung Window Installation- LkVP', sheets 1 through 13 of 13, dated 05/15/15, with revision B dated 06/06/17, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static-Air Pressure Test,Loading per FBC,TAS 202-;94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,DuraseaP spacer system, Super Spacer®NXT 11,1 spacer system and XL EdgeT-111 spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., -Test Reports No. FTL-8717, YITA968 and YrL-8970, dated 11/1'16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NDA No. 16-0714.03) 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)Forced Entry Test,per.FBC 2411.3.2.1,and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,TestReport Nol FTL-7964,dated 11/15/14,signed and sealed by Idalmis Ortega,P.E. (Submitted under NDA No. 15-0519.05) 3. Test reports on: 1).Uniform Static Air Pressure Test,Loading per FBC TAS 202-14 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No YfL-7966,dated 08/21/14,signed and sealed by Idalmis Ortega,P.E. (Submitted under NDA No. 15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 50' Edition (1014),dated 05/15/15 and 08/29/17,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No. 1 Manueler P.E. Product Contro iner NOA No.17-0630.05 Expiration Date: July 30,12020 Approval Date: November 30,12017 E-1 i PGT Industries,Inc. i NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i C. CALCULATIONS(Coh-M-UED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(FFR). E. MATERIAL CERTIFICATIONS(coir-mvm) i 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifol®Uttraclear,Clear and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their? "SentryGlasO(Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions for Windows and Doo&'.dated 08/10/17,expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors' dated 09/15/16,expiring on 04/1;6/20. 5. Notice of Acceptance No.16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their"Performance Core Rigid PVC Exterior Extrusions for Wiindowis and Doors"dated 09/15/16,expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance,complying with FBC 5th Edition(2014)and FBC 6th Edition(2017),dated June 22,2017,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest,dated June 22,2017,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. - I 3. Proposal issued by Product Control,dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section. (Submitted under NOA No.15-0519.05) 4. Proposal No. 16-0125 issued by the Product Control Section,dated March 09,2Q,16, signed by Ishaq Chanda,P.E. (Submitted under previous NOA No. 16-0714.03) G. OTB ERS 1. Notice of Acceptance No. 16-0714.03,issued to PGT Industries,Inc.for their Se7es "5500"PVC Single Hung Window-L.M.I. approved on 08/18/16 andfiring on 07/30/20. Man�6 -OC ''P.E. Product Cominer NOA 30.05 Expiration Date: July 30,2020 Approval Date: November 30,E 2017 E-2 i ANCHORAGE ANCHORAGE EXAMPLE DE910N PRESSURE RATINO IMPACT RATING EXAMPLE FOR 28.118'MAX.O.C. 21 � FOR AR.. RADIUS-TOP 84'MAX•BUCK WIDTH MAX,O.C. HEADER(SIM.FOR ALL VARIES PER REINFORCEMENT LARGE&SMALL MI831LE HEADER(SIM. 12•MAX.FROM 30, 1T MAX / / INDOW TYPES) LEVEL,SEE SHEETS 8.7 IMPACT RESISTANT WINDOW TYPES) FRAME SEAM S.SEE—-- _,_,— IMAX.O.C. 1 82.1/8"MAX,BUCK WIDTH FOR ALL / '� SHEETS �`_ _ 10"MAX.FROM _ SEE SHEETS r 1-1/4° A,SEE!-._. 12°MAX. / FRAME SEAM D,BEE _. r B&9 1 B.SEE -30'MAX.O.C. ►�+_12•MAX SHEET 3 FIXED VISIBLE SHEETS LIGHTWIDTH �- ---���— BHEET4 __ B,SEE ,�-30-MAX.O.C.- _12•MAK. C.SEE r'-•- A,SEE l 1P•ry1pX, SHEETS BHEET4 SHEET 3i _ ! FIXED .� EQUALLY VISIBLE �- A.SEE - � 12` EQUALLY I / 17.7/8•MAX`O.C. SPACED LIGHT 17-718-MAX,O.C. SHEET 3 ANCHORS PER HEIGHT SPACED TABLES&11 - EQUALLY 17.7/8"MAX.O.C. -- ANCHORS PER / / 91.78" SPACED 84, TABLES 9.11MAX, ANCHORSPER 0 82, O BUCK O / a4, 0 BUCK TABLES S•11 / HEIGHT HEIGHT —� MAX - -�-" --- -�� �_- 10•MAX.O.C. BUCK - � AB SHOWN X 10"MAX,O.C. HEIGHT X 4 BUCK 10'MAX,O.C. x L� - HEIGHT X_ MAX.) 7; - •_._._ _._._._ •-'- - '-- _LT / 13.314°MAX.O.C. �• ._._--- ._..._._._._ ,. EQUALLY 13.314°MAX.D.C. EQUALLY BASH 19.914"MAX,O.C. EQUALLY SPAVISIBLE 1SPACED1 SPACED SEE ANCHORS CCER �� I - ANCHORS PER LIGHT - iJ— ANCHORS PER SHEETS / TABLES 9.11 / A l TABLES 0.11 / HEIGHT Al TABLES 0.11 I A 8&B 0-11"MAX, -- 6-1/2'MAX 8.11'MAX, _ __ NO ANCHORS AT GILL •-• SEE SILL WEEP- B ---• NO ANCHORS AT SILL SEE SILL WEEP- B BEE BILL WEER D -•- 1.1/4" —� SEE SILL WEEP- B 84"MAX.BUCK WIDTH - NOTC.DETAIL=, SASH VISIBLE NOTCH DETAILS, 84"MAX.BNU UCK WIDTH -��NOTCH DETAILS, �--NOTCH DETAILS, SHEETS LIGHT WIDTH SHEETS SHEETS BHEET4 ELEVATION FOR TYP.EQUAL LEO FRAME ELEVATION FOR TYP.FLANGE FRAME SHOWN FOR TYP,FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THRBUGH THE NAIL-FIN 78'HEIGHT BEE TABLBS 4-11 (SIMILAR ANCHOR DIMENBIONB FOR OTHER CONFIOl1RATIONB), GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). GENERAL NOTES.................. 1 Z)SHUTTERS ARE NO REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS,FOR INSULATED GLASS INSTALLATIONS ABOVE 30'INTHE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. ELEVATIONS......................................................... 1 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS,MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, FRAME,GLASS&ANCHOR OPTIONS.................2 ASTM CBO CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. NSTALLATION,FLANGE&EQUAL LEGVBOX.....3 4)ALL WOOD BUCKS LESS THAN 141• I THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD SUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS NSTALLATION,INTEGRAL FIN&J-CHANNEL...4 DEPICTED AS 2X ARE 1.1/2•THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN GLAZING DETAILS................................................5 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). DESIGN PRESSURES............ 8.7 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INST.ANCHORS ANCHOR QUANTITIES......................................... 8.10 SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. EXTRUSION PROFILES........................................11 8)114°MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ASSEMBLY&PARTS LIST................................... 12.13 7)DESIGN PRESSURES: CODES/STANDARDS USED: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. •2017 FLORIDA BUILDING CODE(FSC),8TH EDITION B,POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TOTHE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN -ASTM E130D.09 USED IN THE DESIGN OF THIS PRODUCT,THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION PRODUCT R1:VIBFD DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. -ALUMINUM DESIGN MANUAL,ADM-2015 IS CmIllyiltg with the Fkadh 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. •AISI SIM12 Uufldiob Lbd• 10)REFERENCES:TEST REPORTS FTL-7964&7866;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&BRONZEILIGHTER •}USC 360.10 ACCCPtwa•D1e I7• O.05 SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSUAF&PA NDS&ALUMINUMI AL n o Date ?(YID 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. `�\ LyN ,, R•H•len: By USER INSTRUCTIONS: NIS UPDATED TO FBC 2017.-JR- MI�III eeo Lo 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. � 06/06/17 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. _*; No.6B7� 9)KNOWING YOUR GLAZING OPTION(TABLE I�WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN * D•eoNpflon: emm ' PRESSURE FROM TABLES 4-8,IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW ('f 1070 TECHNOLOGY DRIVE GENERAL NOTES 81 ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP 1, ® ? N.VENICE,FL 9427& ittH, 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9.11.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR b1 YOUR OPENING1 CONDITION FROM TABLES 2 OR 3.AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. moi, r[ORIO�.•''���� (941}490.10007160? HUNG WINDOW INSTALLATION-LM 06/15/15 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION, �iS+�ONA� �� wN It di1, ; INSTALLATION NOTEAESION PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J•CHANNEL,FLANGE, A.LYNN I�I�IEP.E, �' � SH-5500 NTS 1 OF 13 M D-SH5500-01 B INTEGRAL FIN OR EQUALLEGSOX), P.E.M58708 CERT.OFAUTH,N29M TABLE I:ALLOWABLE GLASS TYPES Qio �4, aton Preaalre Frame 6I4M From Fraena TYPI Description(Listed from E1tMdor b Interior) Table r sheet• Types Options Conllpa apogee InsnllaYon Options that may be uad 5 718'Laminated I.Q.:110"A Exterior Cap+7118"Air Space+Slit"Laminated Liles of 116'A Glass with.090•PVB Interlayer5 6 (ase Ftp D) (Ms Table f) (Ma Ftp A) (Ma FIV C) 8 718'Laminated LO.:tt8'T Exterior Cap+7116'Air Space+51181 Lamtnstsd:(2)Utes of 116'A Glass with,090'FIVE plata 6 6 ,,..Into 2X Wood Frama/Suakatdp-sheet 3,option l 7 718'Laminated I.O.:3116•A Extoller Cap+318"Air$pace+6118"Laminated;(2)Utes of 118•A Gisaa wain.090'PVB Intedaya 6 6 Flange Equai Ute, Square/Rect" Through the 6anN..,,Into Concrate/CMU-sheet 3, on 2 5-1S OdoYPra(ew Arch-Top 6 B 718'Laminated I.O.:3116'T Extortor Cap+9t6•Air Space t 5118"Laminated;(2)UMa of t1S'A Otese with,090`PVB kuedayer 4 6 6 { ) 6 College Radtw Top of tinewindow:-:. •,,,t IX SuckstriInto Cafc»ta/CMU-shat 3,option 3 B 7/8•Laminated 1.0,:U6"A Exterior Cap+7118'Atr cs+5116'Laminated;R)Ula of 118'H Qlaa w8h.OW SG Intedayor 7 7 Into Metal•sheet 3,option 4 10 716 Laminated I.Q.:1t8'T Exterior Cap+7116"Air Space+5116"Laminated:(2)Uta of 118'H Glass with.090"SG Inteda er 7 7 Into 2X Wood FromdBuckstdp,sheet 3,option 1 H Qfa La 11 Sox I EquN4Re, Square/Pact., Through the Same....Into ConcMdCMU-sheet 3,tiglian 2 VV Laminated 1,0.:9/181 A Exterior +318'Air Space+5116"LamlLaminated: Uta of 116• aa with.0911 SG htsds sr 7 7 E4uN4eg 5-16 OrkUProMWt Arch-Tip d Th 12 716'Laminated I.Q.;3116'T Extoller Cap+316"Air Space+51111"Laminated:(2)Was of IIW H Glass with.0110"SO Inteda er 7 7 (04) 8 Cettpe d the window..,,,, ..,,through 1X Buckdri into OonaMelCMU-shad 9, an 3 13 7/e•Laminated LO.:1/51 A Extortor Ca +5116"Air Space+7110'Laminated;(2)Uta of 3118'A Glass with.osi r'SO i er p 7 ,hfo MNN into < U 7/8 Laminated 1.0,:110"T Exterior Cap+6116'Air$ ce+7116•Laminated; 2 Was of 3118"A Glass wkh.096'SO Intodsyer 8 7 Through the ,..,Into 2X Woad Fra111alBuckattlp-shed 4,option 6 16 718'Laminated LO.:3110'A Exterior Cap+114•Air Space+7116"Lamina(ad;(2)Liles of 3116"A Glass with.OW SQ IMadayer 7 7 JChanry Equi, SquantRaat."kdsptsl In.,.... ...,Into Metal-sheet 4 opgon 7 18 716'Laminated I.O.:3116'T Exterior Cep+114"Air Space+7116"Laminated:(2)Utes of 3118"A Glass with.090'SO lntedayer 7 7 (01) 5.8 OdsUProyle w AraMTop 8 d coup RadesTap Through the two....Into ZX Wood FramalBuokstrip-shed 4,option 8 dtho window...... ....Into Metal-$hem 4,option 5 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 6,7,0,It fitouglt the into??(Woad FramdBuakstd shod 4, MIn.Edge Mln. 615 MAY�BE USED IN EgUN Elle, $quare/ReoL, p- option 5 Group Anchor Substrata I)Ntanw Ernbsdment' THE HVHZ ABOVE 30'. htagrel Fln 5-8 Odal/Prodew Arch-Top 6 Integral bre,.. Into McIN.shed 4,option 7 6 Cottage Rsdiw Top Through the Same....into 2X Wood Freme/Suckatdp-&had 4,option 6 1110 SMSP.T.Southam ns(SG=0.65) I d the wintbw...... ...,Into Meth•sheet 4,option e Steri,A30• 318` 0.050' 'MIN.OF 3 (steel,18­8 S.S. Slav Stud,AM OL 33• 315' 0.0461•(18 Ga.) THREADS or 410 S.S.) BEYOND THE FIGURE A:FRAME CONFIGURATIONS FIGURE 6:FRAME TYPES A Aluminum,6063'T5' 3/5" 0.050• METAL ( "A'=ANNEALED P:T 90uttam Pine(SG=0.55) 7/16' 1.318' SUBSTRATE, 0 � H'-HEAT STRENGTHENED `./ T-TEMPERED 31181 steel UlUacon Concrete(rNn.2.85IN 1• 1.3/8' .d/ 4P PVB"=.090"TROSIFOL®PVB "UNGAOUTED y� U routed tM.tU, AST2-lrr 1-1t4• CMU'VALUES BY KURARAY AMERICA,INC. #12 SMS P.T.Southam PIM( ails• }�/g" MAY BE USED "SG'-.080"SENTRYGLAS® Stool,A35• 318' 0.050' FOR GROUTED J CHANNEL INTEGRAL FIN INTERLAYER BY KURARAY (steel,18.6 S.S. CMU O V9 0 in AMERICA,INC. or 410 S.S.) Steel Stud,A663 Or.33• 318• 0.0161"{l8 Gs,) APPLICATIONS.S Aluminum,P ne(S B 316' 01063" EQUAL-LITE ORIEL COTTAGE 114'steel Uttreoan P.T.8outttsm Ina(Sit.=O,b6) }.W8' 114"steel Cretelhx P.T.Southam Pine(BG=0,55) 1" 13/5• FIGURE C:FRAME SHAPES 114"steel Apple Gator P.T Southam Pine(9t3=0.55) 1• 1315' =0 it -*.BUCK WIDTH ­q BUCK WIDTH BUCK WIDTH f r- FLANGE BOX OR EOUA4LEG }t4"steel Uitracon Concrete(min.2,85 ksl) 1. 14V41 -- - C Unprouhd e O ,. 6l) •112" -114" Material Min.F Min,Fu 14 nteeiCrete6ax Concrete n.33 al 1" 1+314 f// f/ g oma' 92ksi 120 kei 14'cleat U treooh Concrete(min.2,85 ksl Z 1.914• 10 0 Screw 60 kat 96 ksl 114"steel CmtaMx concrete(Min.3.35 kei 2 4" MOS ore 90 kat 110 kei O nproutstl CMU,(A$ C4>D) 7l4 �// �v y Elea wOstarG 6 kat 96 kat 114'steel Agpre-Data Grouted g2 6Tm Csi� •a" Y� Yf Elco UltmCart4 165 kat 177 kat �REOTANOULAR RADIUS-TOP ARCH-TOP 41O SS Elco CrateFlsAD 127,4 kat 189.7 kat WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY BE USED 6063• Aluminum7676-1 at BL ALLOWABLEANCHORS GH E F BYINSCRIBING THE SHAPE iN,ABLOCK AND OBTAINING DESIGN PRESSURES A38 eel 3 56 N PRODUCTNBVI319D Min,Edge Yin, AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS(WO. 33 Siad stall 33 kat s ce camptCogwilbdarFkrMe C1ta1p Anchor Substrate Smpmt ac l Maanos Embedment' A�PI„nm Na 17• E 2-11 x.131"Gammon Noll P.T.Badhatn Pine{SQ=.65) 318• 2.7/1s' LYN I I Dxea BilsEs M`�i! ANCHORS RE-GROUPED. By 2.112" 1pa Rlrhar*Pooling T.ng Nell P. $oulhsm Pine(SG-.65) 318" 2.7116" �� .�`�,.• P.T.Southern Iona($4-.55) V2" 13/a" • Mmm Daae Prodoel *10 This head SMS Alumlmlm,5089 T6' 3/B" O.0511" No,66785 -JR-08!08117 (steel,16.8 s.s. =* `*S a 410 6.8.) Sled Stud,Gr,33' 3V0.0451'(18 Ga.) F Steel,A30- 318. O.05D' = 1070TEg1NL7l00Yt1RNE GLApsaaeoSSIANCHORS/FRAME OPTIONS J ROSOWSKI P.T.Southern Pins(SG-.65) 6V16" 1318" THREAD 9 �. ' � N.VENICE.R34278 t7129MS THREADS i ••' o Atumlrr=4 6083-T5• 3t8" 0.063" BEYONOTi1E 's AZORIO*•.•'��` (941}IaD 1600 titler �a,110s.s j Steel stud,Or.33' &a" 005p" suesTRATE. ��`'SS�aNA1.Etk ro7r ' SINGLE HUNG WINDOW INSTALLATION-LM 05115115 Steel,AW 31B' 0.050" 1tr 1114 AtL100naaEtFJNlD Orowlrgwo rtow, A.LYN�I ILLE11 P.I- SH-5500 NTS 1912"OF 13 MD-SH5500-01 9 PEN 58705 DEPT.OFAUTH.a99206 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX INSTALLATION DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 EDGE DISTANCE SEE NOTE 2,THIS SHEET. ! EMBEDMENT ANCHOREDTHROUGH EMBEDMENT FRAME INTO ZX WOOD 1/4'MAX SHIM 19 1/4'MAX SHIM —�I h�-- FRAME OR BUCKSTRIP. �— -7— I I • + SEE NOTE 2,THIS SHEET. _ L7 EMBEDMENT T SASH VISIBLE 17 EDGE _ EDGE " 18 LIGHT WIDTH — DISTANCE FLANGE FRAME �t DISTANCE ••� _ SHOWN 44 BALANCE TYP.ANCHOR TYPE VARIES --t1/4'MAX TYP.ANCHOR TYPE. 42 WITH SASH -• — _ - — TYPE, —. SHIM EMBEDMENTAND WEIGHT O- u EMBEDMENT C1_ TYP.ANCHOR TYPE, EDGE —AND EDGE J EMBEDMENT AND EDGE DISTANCE PER N- C DISTANCE PER O DISTANCE PER SUBSTRATE, SUBSTRATE, •• ., EDGE SUBSTRATE, SEE TABLE 2,SHEET 2, SEE TABLE 2,SHEET 2, EXTERIOR DISTANCE SEE TABLE 2, 87 SHEET 2. T- o FIXED VISIBLE 4 FIXED 19 2�1 OPT.SASH TOP FLANGE — LIGHT WIDTH EQUAL VISIBLE � J LIFT RAIL FRAME 2 BUCK WIDTH _ILEGISOX LIGHT : NOTES: SHOWN FRAME FOR ALL WINDOWS HEIGHT SHOWN ANCHOR + 1 ®3,65• HORIZONTAL SECTION A-A J_ 48 '� 21 FROM END AND AT 11)USE CENTER. ANCHORS LISTED ON TABLE 2, 22 FOR WINDOWS SHEET 2,FOLLOW EMBEDMENT AND 72 OVER 36'WIDE: EDGE DISTANCE LIMITS.ANY DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD, 0 ADD ADDITIONAL MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2. 46 48 47 O SCREWS®13,3/3" IN USED ON ANY SIDE OF TTION OPTION HE MAY 14 36 FROM END, FOR WINDOWS WITH WINDOW. 1/4•MAX. o SHIM 010 OR 012 STEEL _ 1/4.MAX BOTTOM LOCKS: BUCK 60 D 18 ADD ADDITIONAL 2)MASONRY ANCHORS MAYBE �L SELF-DRILLING SHIM HEIGHT SCREWS®0-310• USED INTO WOOD AS PER TABLE 2, SMS(G6),SEE 95 FROM END. THAN 1 117 TH LL CK AREO BEOD BUCKS TABLE 2, (� 30SHEET 2. SASH CONSIDERED 1X INSTALLATIONS.IX EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS 13 DEPICTED AS 2X ARE 1.12'THICK USE EITHER OR GREATER,IX AND 2X BUCKS !—1 OPT. SS 85 LATCH OR (WHEN USED)SHALL BE DESIGNED L� BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL INTERIOR B1 31 30 'TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME LEGIBOX WEEP �' LOCATION:S-W DESIGN AND INSTALLATION IS THE SHOWN FRAME _ NOTCHES AT 80 FROM SASH END. RESPONSIBILITY OF THE ENGINEER _ SHOWN o EACH END. OR ARCHITECT OF RECORD. EXTERIOR S 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 OPTION 4 PRODUCT IIEVIsen 67� OPENING)IS MEASURED FROM m wgiyl:M*I1L Ste FiNMX BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH UtdIdine Coda EQUAL-LEGISOX ,�1 1/4'MAX SHIM FRAME INTO METAL FRAME INTO METAL Aceepinnao Na b FRAME SHOWN O u 1111111+1 . Ga i 1 nDa+c ,27'X 1.26' T} `��\``'��O'�}CENSF ��,( � Alam aJu I'rodncc N1�, WEEPHOLE •'^,'•' I NO ANCHORS •'' �`- w/coVER® 3B < FLANGE OR REQUIRED IN VISIBLE LIGHT FORMULAS *,• N0.58705 2.37'FROM �• EQUAL-LEG WIDTH - -a EACH END. FRAME SILLS SSASH;BUCK WIDTH.6-112' �iQ DawrfPU°m �� f SFIXEDLITE:BUCKWIDTH-4.310• •,, C l ' to7oTecHNOLo01rDRIVE FLANGE&EQUAL-LEG/BOX FRAMES JROSOWSKI • 9T TE OF (V; N.VENICE,FL 34276 TMb, Gab: HEIGHTIEQUAL•LITEI �i�lCs•• ORID7; \?�� (741}4641300 VERTICAL SECTION B-B BUCK HEIGHT2-3.16116• •, sjONAL''NGS• 00 R�}�1S0a11T SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ror004DU1"r1lum S.ff„/!/aa.6 scab: CERT.OF AUTH. OroMnp Yk. Mr. A.LYNN MILLER,P.E. Aum~�� SH-5500 NTS 3 OF 13 MD-SH5500-01 B' • P.E4 30705 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT WOOD FRAME OR SUCKSTRIP.SEE INTO 2X WOOD FRAME OR ANCHORED THROUGH INTEGRAL i--- EMBEDMENT NOTE 2,THIS SHEET, BUCKSTRIP.SEE NOTE 2,THIS SHEET, EDGE DISTANCE FIN INTO 2X WOOD FRAME OR ink BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 1/4'MAXSHIM I/V MAX SHIM SHEET. 16 TYP.ANCHOR TYPE, J-CHANNIEL EMBEDMENT ANO EDGE SASH VISIBLE 17 FRAME LIGHT WIDTH DISTANCE PER SUBSTRATE, SHOWN SEE TABLE 2,SHEET 2. o —L (SCREW SHOWN) 44 BALANCE TYPE VARIES EMBEDMENT IWMAX SHIM 42 WITH SASH TYRANCHORTYPE, DI WEIGHT 54 30 EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, In 11111 frill O SEE TABLE 3,SHEET 2. 18 (NAIL SHOWN) EXTERIOR TYP,ANCHOR TYPE, p. INTEGRAL 'ANDEDGE FIXED VISIBLE 3 FIN DISTANCE PER SUBSTRATE, FIXED 2D OPT,SASH TOP J-CHANNELI LIGHT WIDTH FRAME SEE TABLE 3,SHEET 2. VISIBLE LIFT RAIL FRAME SHOWN (NAIL SHOWN) LIGHT HEIGHT FOR ALL WINDOWS: NOTES: SHOWN I ANCHOR 3.65- 4 48 FROM END AND AT 1)USE ONLY BUCK WIDTH 2 4CENTER.- SUBSMTE-APPROPRIATE HORIZONTAL SECTION C-C 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2 A 3 1111 72 Q%XR_WWlDE: OF SHEET 2.FOLLOW EMBEDMENT ACE APPROVED MULLION,FBC COMPLIANT ALLIMMUMISTEEL FRAMING OR ST EL STUD. ADD ADDITIONAL AND EDGE DISTANCE L 1/4'MAX, Y, E LIMITS.ANY MAYBE VERTICAL 14 45 46 47 SCREWS G16-3V INSTALLATION OPTION SHOWN MAY SHIM OR HORIZONTAL.SEE SUBSTRATE PROPERTIES.TABLES 2&3.SHEET 2. 305 FROM END. BE USED ON ANY SIDE OF THE BUCK FOR WINDOWS WINDOW. HEIGHT IS ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE #100R#12STEEL 114"MAX.M SCREWS Q 8.31ir USED INTO WOOD AS PER TABLE 2, SELF-DRILLING SHIM FROM END, SHEET,2.ALL WOOD BUCKS LESS EMS(GS),SEE THAN I-lir THICK ARE TO BE TABLES 2&3, H EA BASH CONSIDERED IX INSTALLATIONS. SHEET2, E7471X WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT USE EITHER LATCH(SHOWN) SUBSTRATE.WOOD BUCKS 16 DEPICTED AS 2X ARE 1.117 THICK OPT. 06 OR BOTTOM LOCK(SHEET3� OR GREATER.IX AND 2X SUCKS (2)1" 81 65 63 TESTED UNIT (WHEN USED)SHALL BE DESIGNED 30 LOCATION:" INTERIOR S' TO PROPERLY TRANSFER LOADS FIN ANDIOR WEEP FROM SASH END. TO THE STRUCTURE,WOOD BUCK FLANGE REMOVED DESIGN AND INSTALLATION IS THE IN-FIELD NOTCHESAT (ago RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN EACH END. NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN REQUIRED IN FRAME 70 SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION THROUGH FRAME, (ALSO REFERRED TO AS DAYLIGHT OPTION 7 1c, OPTION 8 OPENING)IS MEASURED FROM PAODUCTREVIS 10- INTEGRAAL F1 1W MAX BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL Its cat"plylyka with dk$ftma FRAME SHOWN _FSHIM %,%it t It IIIj,,,INTEG FIN INTO METAL (INTEGRAL FINIFLANGE REMOVED) Ouilding Code Accap 'y 0"I I.rrvJv .1 If .2rxi.2rwEEpHcLE 0........ to WICOVER 6 2 all %IC E Mtge 308 0 A4iaml ado FROM EACH END. VISIBLE LIGHT FORMULAS TYP,ANCHOR TYPE z N0188705 EMBEDMENT AND EOG EDGE DISTANCE WIDTH GE E DISTANCE PER SUBST9TE, @SASH:BUCK WIDTH.6-1121 IF SEE TABLE 3,SHEET 2, --j EMBEDMENT @ FIXED LITE:BUCK WIDTH-4-n" % a z Ion CHANNEL&INTEGRAL FIN FRAMES 'JRO'SOWSKI (SCREWSHOWN) TATE 0 TECHNOLOGY 0- N.VENICE,FL 3WO HEIGHT co (EQUAL-LITE) kORION • Mai INSTALL�TIO?�QFTION 5 VERTICAL SECTION D-D BUCK HEIGHTtlt-3-iltyiltl ....... SINGLE HUNG WINDOW INSTALLATION-LM 1'05/16/16 ANCHORED THROUGH INTEGRAL FIN 0,1'% INTO 2X WOOD FRAME OR BUCK. m 1100, ro71N TI1W.6iC. Sa*wVodi&500 NTS 4 OF 13 "MD-S STRIP,SEE NOTE 2,THIS SHEET, A.LYNN MILLER,P.E. AU.1110MIEW-WO mal P.EA68705 CERT.CFAUTH.02112110- SH-6 "H45500.01=11 �{ 718•NOM. �- -+{ 718"NOM. 718'NOW �•�- -�I 7/8"NOM: -► 7/0•NOM. �--• 5116"A/A PVB I 5/18'A/A PVB I I 5/18"A/A PVB I I 5/18"A/A PVB 5/16"H/H SG 7118"AIRSPACE 7118"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 7118"AIR SPACE 1f8"A_GLASS 1/8"T GLASS--\ 3/16"A GLASS- 3118'T GLASS 1/8"A GLASS a EXTERIOR a EXTERIOR EXTERIOR a EXTERIOR a EXTERIOR 76.78 70-78 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 7/8"NO718•NOM. 718'NOM. -+{ 7/8"NOM. -1 718'NOM. 5/16"H/H SG 5/18"H/H SG 5/16"H/H SG 7/18"AIA SG 7118"AIA SG 7/18"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 5/16"AIR SPACE- 5/18"AIR SPACE 1/8"T GLASS 3118"A GLASS 3116"T GLASS118"A GLASS 118"T GLASS �EXTERIOg a EXTERIOR a ERIO <:1EXTERIOR EXTERIOR B•T) 70.78 78.78 70.7) 0.78 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 -e►I 718"NOM. 71B"NOM, �-• 7118"AIA SG I 7/16'AIA So 112 NOM,GLASS GLASS TYPES D THROUGH 114"AIR SPACE 1/4•AIR SPACE— 78 7g BITE TP. '16 MAY NOT BE USED 3/16"A CLAS$ 3/18•T GLASS WITH J-CHANNEL OR �t-, 72 74 INTEGRAL FIN FRAMES a EXTERIOR E RIO ' ' GLASS TYPE9.8,7,9,11,13 e•7B— 76.78 31 815 MAY N TBE USED IN EXTERIOR 76 THE HVHZ ABOVE W. m wmplyi8wishtheFlorida T REVISED a GLASS TYPE 15 GLASS TYPE 16 C°m71Y I1 Accol4enou1,ilding Cud, ! 0 .16 Pb 38 30 /1111111 E pir,riar D,te .�`'pNY.,YNH ReWelon: OO :���,•' �10EN���(��� MI 11 ade Product *: No.58705 • '". GLAZING NOTES: - •• *- Oexrlplbn: orown By. TYP.GLAZING DETAIL m•=EATSSTTRENGTHENED ��`:� l L I� � 1070TECHNOLOOY mm GLAZING DETAILS J ROSOWSKI T=TEMPERED ® %O Si TE OF :•(V�` N.VENICE,FL 34276 'PVB'_,0g0"TROSIFOL PVB BY KURARAY AMERICA,INC. ';� Tttle: fie' •SO••.080•SENTRYG6eBYKURARAYAMERICA,INC, ���`'S•'' �RIOP,.•'•��'�� I�+N�'+� SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. /11111111+1 ` N7�7ot7 tla L ENS` �ro°r°rl�i�°67��6 Se /7dudW: SoaN; snewh Dr6rlrq N,. Ber. A.LYNNMLLER,P.E, SH-5500 NTS 5 OF 13 MD-SH6500-01 B P.EJ 68705 CERT•OF A+1T7+•N4)4N FILE 8! ABLE 4: ABLE 6: eW1.n•rn ■ WUTyp. DtaionPm9Wm,load 1 D..d7H.tro.n 9.bH10d Dpl�1►rwum'h■m 011..77". DNIpnpIt59um,bsin' 7161 . P..a Wham arw on) nm. M 0.1 LI +1-50.0 117 H.0Sh.o u.5 3.703. +05.01.70.0 23.0 1 E@Wlr 11.7101 16.o -mo 15.0 -Ta0 a1.L l..I FAIrA Low; RI Fal tll 9bdtwr a wh■h. Sl.tl.d C.0.0. 14.617.15.17 .06.0 .70.0 16.0 .7010 P3 For■3.I1d0..nd■.h■h. 9 Eq.Hlb 11.597.14,015 .67.0 •70 18D -m0 SEE TABLE B,SHEET 8 FOR 5101173 W ROAwT 11617.It= .5019 -ma .5619 .7010 SEE TABLE 10,SHEET 0 FOR ANCHOR GROUP AND QUANTITY. Ttlw 27611.232a 15.0 •7o .651D dao ANCHOR GROUP AND QUANTITY, 31.4.d Wisp 21965.71510 Kao •70.0 W.0 dao 37.075 EO9tl1. 17617-9.067 Kao •7.0 .5,.0 •m0 e1.MPbww 14017.17.516 MMO •mo K5.0 -7010 c ahmsst 11.377-N.61ff Kao •m0 -Me -m0 -- - - - ------ Ttllrl 27.593-01.911 Kao -m0 K6.0 -m0 - - ---- "----- Qrbm Sts 2M517.27.M +MSD •7.0 .65.0 -m0 - ---- SIaIMCWDr. 23.517.00.51a Kao -m0 15D •70.0 HEADER •• E441" 21817.23.611 Kao •mo .686 •Tao 'HEADER ebr,erd PtlrM. 17.517-'m.6ID .50 -mo .m0 •7010 23 LtnlWn846 "Lail. 1&0 -mo 115.0 •m0 23 ehWlrt 11677.14.616 +5010 •m0 .96.0 •m0 TYIM1 31.613.35,9111.4&0 -me .05.0 •m0 -- e1rldw Caa49■ X517-31.510 •m0 .65JO •70,0 E4rHW 21517.201618 •m0 16b •710 0 MEETING RAIL 46 ambndPwr 17.517.20,715 a/o K6o -me O MEETING RAIL QslomeD. 14817.17.518 •me Kab •70.0 26 1a.bm at. 17617.14.514 -me K5D •m0 27 @WWI 11.371.12,616 •m0 +mo -m0 119MR10 Tani 33.2o1•eTb3s -mo .0619 .7an e.wrdCatq. 76517.5777 •m0 1115,0 -mo II 23 ID Ea1■wr Ab17.71e0 •mo .166 .7019 29 U JAMB 495015 O.bmOt■ 201617.23.6101 •rag Kao •Tao JAMB ac ..alits 17.a17.20eu Mao -mo Mao •70.0 LX1 SASH SASH C.1Wnet. 1010117.17.616 153.9 •mo 155.9 a0.c A1�3HEII,HT C.taneh. 170117.14.75 .5011 •mo .mo dao HEIGHT ehonrt 11A17.177e 15010 -me 16.0 •m0 T■9.tl I .90 1&o •m11 K6.0 -mo Iry Orhp 516 ,Sao •mo •05.0 -7019 cw10r 1.76 .Sao •m0 'No •70,0 23 awrdPm4•r0b1a .55A •m0 Ka0 •7010 92 Qt..as. b1e 15.0 •mo .5.0 •mo SILL O.t"Sts .616 KQD •m0 .17.0 •70.0.bm 9•. 7.515 .eaO •m0 .86.0 01.1C.1o.Us 4518 M60 •70.0 .06.0 al.0.eh07r1 3D/8 190 •70,0 .860 0166 T.b1 39.511.41bM Kao •700 .65.0 410 Q.bmet. i.81T•39.78 .0010 -m0 K7.0 •m0 EwMs. 35.517.38.818 Mao •m0 +65.0 1•760 7 Q.bm at• x617•ea.618 .8010 -70 16.01 I m0 SECTION DETAIL FOR WINDOWS WITH SWM P-bW 29.617.32.618 Mao •mo 15.0 -no SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6.7 8,191 L1.IWnSt. 25.517.29.515 .e50 •m0 .60.11 017.3 LEVEL R2 REINFORCEMENT S GLASS TYPES 5,8,7 8 8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE1.51..4 nail-25.311 .eao -mo .0510 aa.s I (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& ewt44 311.017.41,041 .no •7m9 1601 a .7611 1 APPLY TO ALL FRAME TYPES 6 CONFIGURATIONS) M a.tWntB.• Sa.77.3Bbto Iso •mo 155.9 ala CONFIGURATIONS) at.ld.aPl.4.w stila. 5 1010 •mo .m.o 0115 PRODUCT REVISED 111.701 T..tl -•41.85, .15,0 -70 .55.0 01611 63 a)mplyijv will,the Flodc[A SEE AB 0,SHEET B FOR qQUP�AND pUANTITY. Building Cods MIN.SASH HEIGHT=WIND <P!3 KaH7 50.136 A9aP.noO `.`�\a•��;0'�10ENS�c!�1j(( �' E I. Date ArAmbinu BlMmi mi c ?*QQ'? No.68706 GA NOTES; 9-1110"TECNNOLoOY mm DESIGN PRESSURE TABLES J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 8T 7B 0 [V` N.VENICE.FL 31276 ' � �ORIO�,•''���` (i/1}IOa1000 TSN? 2)FRAME DIMENSIONS ARE BUCK,SASH HEIGHT IB AS PER THE FIGURE, �i�S/ONA`�aG� � 7 SINGLE HUNG WINDOW INSTALLATION LM 05/15115, 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN I1777I 111111// ` Fa7�le1•wa SOOM: OmWlp N0. R9V: ON THE TABLE. A.LYNN MILLER,P.E. "'"°"'� SH-5500 NTS 6 OF 13 MD-SH5500-01 B P,E.a 68705 CERT.OF AUTH.IR82i0 I BLE ! 3.hR__ A L s IN co issmixg It 1 Daf�IPlPmswt.6itRt 043777 III is * blm"w is xax Oapnhaf afpA'M say Hd9e OWVdab1/1 1dh CO3 1 MMI.U•wl R.ra.O 15hrOrw 9391 116 tMt�BA Nit n w.l MnP�WmODw It.17P 0.N Wat44w alt � s Hammet.. ta40' 40. 1 52125 64 3 Ha4xalmo Is 24 at 36 40 n e212s u 23.6 Ea44N44 11,394 +7013-loo •7010•nae -70,0•limo .70,9-time 23.5 Ewai10 11394 •70.3 41&0 -TOO•114.a -MO•110.0 +70.0-110.0 •10.0•110.0 -MO MOA M.O•110.0 .7aq•110.0 Stol Coll 14.611.15,420 +704 414,0 .70.0:410,01.70.01.11001.7,18. -fiko mettluOCoal 51817-11420[*7 -110.11 +701 401 •70.0•1110 •MA-110.9+704-113.0•MO-110.0 •70.0 Mt0 •1md time m ll Most.14.514 •70,0•110.0 .70.0•110.0 .70.0-11010 .700•1740 26 EQual 11.603.14.615 AIDA •70.0-1100 »70.0•110,0 +70.0•110.0 •70.0-110.0 +70.0-110.0 •70.0-time .10.0 4100 alwdwil 11,42?-11.612 1704-t 10.0 +70.0-110,11 -MAI-111101-MA •1110 57rd.rdPrutra 11.277.11667 -1104 +R9•110.9 •740•110.4 •70.0-1110 •70.0 4110.11 x70.0-110.0 «RO.{740 .70.@-113.3 TIMI 236t7.212P +70,0-510.0 +700-110.0 .7&0•1140 •704•Itmo T.A3r 23.517.25906 -IiDO •R4-110.0 ARO-110.4 •70.0•110.0•70.0-time +no•150.0 •Mm•110.0 +701-1x.3 HEADER nwd"WISP 2D255•D.61a .70.0•1x.0 ARO•110.0 +ra0 410.0 .ra0•110.0 616mudCal 20.261.23610 -110,0 •Rp•110.0 •700-t140 4704•ilao .70.0•110.0 .70,0-110.0 +70,0 Alto -MO-110.02E 7Td11.20.26T •700 3Ito.700•1100+RO-170.0.7&0•700.11 171315 Eaalil. }1.647.29.%7 -}100 •70,0 Al40 •Rg•11703 •700-170.0 Arae-116.0 -Q0•11&0 •70.0•1}0.0 .700•4114BYMad F19..Y 14.611.17.015 •70.0•1104 •700•1140 ,70.0•1140 +RO•t10.0 m.Matd lruYw 14.117.17518 -0.0•170.0 •70.0•110.0 -70.0-110.0 •70,0-110.0 ARO-{1010 •70.3•110.011377-13316 1700-1104*me-1740.740-1070+RO-191.0iftwhd 11.70-x456 •4110 •Me M0.4.Rd-110.0 -42,0MQO •tae•1104•7704•710.0 1704 437.0 -0.6•'1610To" 27.513.11.701 •700 4104 •70,0 ia0 +R9 410 •MO 4DA Aad 27.60.1.71.211 -lima -MI)-limo -0.0-710.0 •70.0 MCA -MO-110,0+70.0 -0to .70.0 •11.0 -0.0 40.0 •• awdw 4taw ffi6t7.238M .701.1140 OLA•1100 .700 174 •Ro-time Cu>t°me¢t 2t6t7.27.612 470.0-1130•T0.0-1119 -0.6-110.0 +7700-1138 ARO•1130.Ri•ttt0 +RO•110.0+730•110.0 -70.0 41GO +m e O MEETING RAIL .70 0 +m4•time m100.NCOMP 23.e11•m,510 -7013•nolo.7&o•1139 in •110.0 •7&a-1RD •700-110.0 -0.o axe •10.0 Alto «70.0•110.0 o .Rg Mao 44 Eau/-01. 8517.sel .70,0 Afid.a +ram-1104 -to-1110 ARO 4133-me•11112 •me.110.0 •70.0-time .720-time 2T atwe.Prw.i 11.611.2aate +70,0•nae .70.9.1+ao .ram•uao•mq 4x.g lllfdMPMA- 1718»•20115 •70.0•11x9•MO-11709 -0.o All •70.0-1113 .RD-11o.o .7&0 4x.0 .70.0-time •rag•110.3 Cabm 1¢. x70r•4761e .700 4134 ,70.9-1133 •rap alto•mo•nap awomaae u.m7.1113% •700-nae •/ao 411311 •mo•11x0 •70tl•110.0 .me.0,a@ 170.0 MOA .7011•110.9 .tad•1133 ' F31F8_gH 313094 It 577-14.510 170.3 41x,3 +Allo•time+m0•107,0 •me.1020 Efmrt.d 1137/•14.515 +m.o IM Me-110,0+me•1104 -0.o-lino -0,@•110.0.70.0 410.0+70.0•x34 .70.6-lose a Q liaa1 31543.38,911 4704•110,0 .?DO 4" +Too •OLA .740 .m,d Twat 31's"aa11 •7010•110,0 •130•110.0 •70,0-limo •700-IIUD •70.0•110.0•701 410 .70.0 Ito 90.0 4113 / ,O.776.0 +OLA-tM0+Me-110.0 •700 Mm6 51Qdu0041I 2..511-tio$2 +RO-170.1.TOA-110.9 -no•1104 •70.11•1lom •70.0•1101•ma•nae +70.0•iR0 .TOA+110.0 (Q ae1ol - 2O0t7.25.516 +MO 410.0 .Me -time-0.0•limo -Me•7140 EDut1a. 206 -1516 .10.0-1100 •101•110.0 •M.0-1100 .70.0•110, .110•1100 +70.0.110.0 3013.114.3 .704•510.0 JAMB 46 A:oiswr12617 31 l0 :709•1194 +R0.110.6+Rtl•ftMO+R4.110.0 46 mud dpmm. 17.61.211616 no Mao 470.0 4!100•704•510.6 +70.0•1546-0.0-1100.7&d-11700.Jia 1100 704 110.0 ba Visit. /_E 7.2706 1`13 BASH a.mmes xair•v.6e o•1139 470.3 Mao -0.o alto +me 4140 ouramatte 14.517.17.515 -o,o 4130 .70,0•110,6-no Mao •70,0•113.3 -0.o•110.0 •m.o.11to .?O,o•limo •70,0-time HEIGHT 47.14.616 no.tikm.70,0-time+730 4100 -no 4940 77013700¢. ttait•i4.516 +7014•tiQD+Tao-nal •ran-110.4 +701.1110 1110-lima•m.O-1110 .m.o 4100 +OLA•510.3 SECTION DETAIL FOR mftd 11,171.12.5% .70,3 M04 .700-like .Me•11010 +710 I'll snood 11.311.12415 +Tao AIGO -0.O 41am•mo•lime +7313 410,0 -7313•110,0.Too•110.0 +70,0-110.0 .70.0 •113.3 Tow 33m1.3tt16 +704.1100 .70,0 -we -Me 93A .7413 -we T�Saf 33701.37636 •101-1110 .?to.nag •Alp-Imp too•limo -0.O•1%.11.m.a 4D,a .ra0 139 .Tao 0a0 WINDOWS WITH ntwa.aal 26sv-33a17 .Tot-time •ro.a•ilmo +740•nae no Alto alerobleCON. 2aa»•3290? -0.o 41mo •7010•Iloe .730 Ansa -TOLD•nolo 1104•11mo.Ma 4194 N0.0•110,0 470.0•tura LEVEL R3 REINFORCEMENT 28 EgUift 23.6i7•25ei0 •70.0•11,0 Amp 4119 +704 Mme.Ro like $ tluait. 2ma -no 11 •70,0•imp .OLA•11110 -Mo-limit -0.O-11oe -70O•110.0+0,a 4x,0 -0.o.1134 »70.0-Ilo,o ml,dod P.A mW.M.516 .Allo-110.0 M..O time +70,a atae .me.nae m auMma¢. 20.517.23.816 .70,0-time +Tap-110.0 .70,9-Ilam •Imo•11311 •mo•110,0•700-time -no time .70.1-time &GLASS TYPES 9-16 Blw.rd(MOAirr 17.61/•20.6% +70,0-110.0 +70.11-110,0 .Too-110.0 .me•1la0 16'167 dwdd PKI 11,517.20616 -MO 410A -0.0•110.0 •m.o-time •70.0-lima •70.0-time.70.0.lx,0 »100-110,0 .70.0-tie SILL (REINFORCEMENTS SHOWN 134.70394 xa17•IT.dta +704-1x3.m.0.-»aa•mo-7133 Amp-nap aramea. taatr•776x -0.o 313.3 +Toa•1130 .Allo Matl 4744•110.0 +tam-1110 +Tat Maa •10 MOA +706•110.0 INFiGURESABOVEAPPLY Gulam b¢. x.61T-x.611 +70.0 Mao .ram•nae -04 410.0.700 3700 0urame¢. 11317-x611 -MO•11&,6 •7700-1110 -MD 410.0 .740-0,D.. 4133.nae -0.o•nam -0.o-110,0 »7013 Ana@ 70 ALL CONFIGURATIONS) ABOVE www 11,3»-11516 .OLA 410.6-no-110.0.10A alta.700•1130 ab im itIol12314 .1114-1115 •R4-nto+700-1104 +736-1110+700 Alto.Too.nam .OLA M0,D no-time Tow 35,60.41.164 .70,0•nae .70,0 110.0 •700 711aO .700 time TWNM 2ta1T-4t.1a •R6•nae •Mo•11&0 4704 All •741•1110 .70.0-time-0.0.tito .70.0-lite •7&o-%i7 stldisdOl 3140.361iu +m.p-014 +00 7711-04 740.0 .Ro.1140 51.M MCai.0 311.517.35.51$ •70.0 17&9 +RO 414,0.RO IM •Tam Mao -?to•1144•»e 4130 -no-1013+OLA-%te taWldM 24,1.70.0 414,0 .70,0 .1133 •7311•1130 170.0 •119.3 Eql 20.617.31111 710-110,1 -km•113.9 .ram-time -0.1 410.0 .70.0.1136 .11.0.110.0 170.3•%71 •70.0•%t/ cat 87 Wdm 707. id.rd " :3.311.236% •1010-time .70.0 Mp1 •700•1130 •mg tike 51w.HPfa.la 2381?•21656 •710-lima .ras•1140 .704-110.0 •las.las .70.0-ltd.7to•lad -010 410.0 M.41-1012 2allil-A6% •700-714.0 ARO-lite •Ro•IIAO +70.0•1710 52 Cltr-no MaiT•73.ite -no-like 4Too time •70.6•110.0 .Ro At" +Ro 4x1-0.0•110.0 +70,0•1104-en#•%T.0 oeben 8¢e 17,a17.24516 -?Do•11&0 +700•110.0 *70.01.110.0-*MO 41U C99em0M 17.517.30610 •70.0-110.0 •730 M60 •70.0•1710 -0.0•110.0 -MO•1164-0.0•1160 -010•110.0 •700•x1.1 12.bm eta 7331.11.3% 170.0-1x,0 370.1•116,4+OLA-510.0 .Alp-1 130 Cwtama¢s x617./7.616 +MO-110.0 •70.0 TOO.76.0•110.6 -60•tali•R@-7421 not-seas +OLA•loam.R9•104,6 CAtam 64. 13.01-14.610 .70.0 MILD +700•110.0 ARO 1.110.0 -MO •110.0 Cudam Og. 73,017.14.611 •71-0•110,0 -M2•nolo •Tom•%510 •10.0-%O.? M.0 47.1 -0.0 -44.4 -0e 44.4 .70,0 44.4 10-0441 ii.m4•t3.oto +70A.11370.70,0.time-Ml.700-11a0 BhadOd 11,164•x.016 no•510.0+740•110.0-011 92.5 .701 170 'MO 133 7740 0Ktl.o-riff-O.O 40.2 ^� •70 • e •1100 .704.1100 +700 -11010 Tdlof m,617•N,644 •70,0-time •70,0-1104 •70.0•1101 +70.0 AICA ARO-time -70.0•110.0 .70.0•101.0 •10.0 4do Cu-a" 34,6'7.3aa� 70,0.110.0 m�U 110. 0¢. 0 .700•1704.70.0.110.0.Rtl-1/40 cell Baa 31,6T7.394it •710•110A •760-1110 -MO-1x4'MO Attam•70.0-tiQ0•7&0•11&0 +70,0•1017•70.0 40.3 m tbl.m aw 32617-R5f8 m •m .m. •110.9 •10.0•110.11 .Ro•110.0 Ea.". 111.317.30815 -0,0•110.0 .M.0•110.0 •70.0-110.01.70.0-110.0 .700-1160-0.0•1101 •700 4004+MO -05.0 7•J8.5 + .0.7-710.0 +70.4•110.0 +70.0•4160 •R9-110.0 75 Cut/am WN 3t37.35.6t4 •700-1100 •730.1410 .710•1149 +710•11CO +soo-1104 •70.0+1130 +Mm.%emy+mo •9.2 @I.Mrd P.J. 2¢617.12.613 •70.0 •1104 •70,0•110,0 .70.0•1104 •mit•11110 mMdaM 7!7A 22,017-J2.110 •70.0-110.0 •730-Hae •OLA•110.0 .704-1104 -0,0•110.0 +70,0-102.1 •70.0•x1.6 H0.0 15,1 Cudmaail. 26677.22.411 ARO 410.0 +70.0-110.0 +70.0-1130 +RD•110.0 CAlam ea. 23.517.20.615 •70.0-}104 -04•1100 •704-%7.2 -010-1024 •TO,d -4IA *70,0 40.4 •70,0 iL4 •70.0 -08.1 6ivNu lid%.75,6% +OLA•1x,0 .70.6-110.0+700-710.0+RD 41x4 3194,10 20.30-Pa.81d •M'0.-110.0 •70.0•110.9•70.0-167,6 -0.0 -00.5 Ara@ -0011 •70.0 921 .ro.0 124 •70,0 -024 Ea1wx1. 36a11•a.6a 1704•110.3 470.3-lino•mo-nam .Ro•nae EauW6. 3337.41.544 •70.0•nap -70.0 4709 •m.o•time •no-110,3 •RD•113.0 173.0 400.1 -70.0 -0707 -70.0 11.1 13U+88TYPE99THR000t1 M CAio0t9tr. 33017-35.6% +700-1100 +x70-nag.70.0-77x0+mm-170,6 24 CUiam 942. 35.617-sasi6 •70.0-Sim.•Ra-1x9 ARO•7072 470.1•1021 .700 it4 -7016 •0..4 •160 96.1 •RA -0113 16 MAYNOTBE USED WITH aWdrd Pb. illu•OL1.6% •mo 470.9 170.3•110.3 •ram•nae .mo.11700 m.na.rd Plm44l 23311 max •ram•110.0 +mo-nae •70.0•1035 -04 -4za •Rd -0as -o.d -0011 +ram 930 +R.d -0313 d-0CHANNEL OR INTEGRAL PRODUCTREVISED a1a6 714441 -.41844 +700 4x4 .Allo alta -119•1130 .mm•t7aa 11» T6M41 4113% -0.0 MOA •R.o1-140.01*RD 4,013 .7&o 971 MO 0.2 •ram 93.1 -me i0.@ +Rd 0.4 •FIN FRAMES uaQnmli75ng rithBeaFlglida SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. 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' cccoccoc©ccocccococooccc©ccoa©ccccaccccccacccaacaoo� 8 cooco©cc000ccccccccoocccccccccccccccccooccocccc©cco��. . - cc©00000©cccocccccoc0000cccccoccccccccccccocccococo 0 - cccocco©oocococcocccccc©ccccocccccococcccacccaac000 oococccflaccccoeccocccocQccoccdccoccc000cc©Qc©cccccQ�OB : 0000cccccccccccccccccocccoccocccccccccccccoc©ooc©cc o ccooccoc000ccccccocccc0000c000cccc000ccccaocoaacooa ' : ca©0000©occcc0000cocccccccoococc0000ccac©oc©00000cm m0 - cococo©ccc©ccccccccccoococcccecccccccccocccccccc©cco� m m o 0 o m m o m o m o o m o m m o 0 0 0 000000000000000000000000000000000000800000000000000BB000000000� MGM� ��000000000000000000aoonnon000nnonoo©n0000©non00000n00000000nnono � r 000on0000nn000Ro aoaaanoannonnaaannnoanonoaananaannannanaaanonaonannanaanoanHoo �a+�n000n000noonona000000 onnnaaoanann0000nnoanooaono ��nno©onn000nonnnannan000anaannnnnnnaannonno nnonoannoona0000nonnn ���oaoonoaanonaanaaoaoaaa000aoonnnoaanoaaaoan nnoaoaaananoaonanonna ® W,=nm nananaaaonaannaononooaoonnaanonaaanann ann000aanonnannaaaonn G7oOOaDOaOoo000000naano a000DODDnODD©o�ono�on ooOOO�oOOOO000OaOOHIoo ��naoannannnnanooannann�noaaannnannonanoaaon onnnaaaonnanannnnaann m�000nnonnoonnonnonnnoo noononnnnonnnnnnnoon W=Mnoaaonso nnon0000000000nnnnnn oaoo �on000aannann onaoaoonnoanannnoonnnonannnannonnaanoaan �on0000000 oon0000000non00000aoannnnanaonoon00000a0000n000n000no canoaaoaaonoonnoannaan nnooaoannaaannanaaoan nnaannoaoannaaannnnoo �T^ ooaoon000n00000000aan000aaoononoononnnn000 nn0000000noov000000no rnoononooaoonnaonnnoonnonononoaonoononnanon nnon000a0000nnn000nnn ��000000na00000na0000nonoononoon00000000aoon n00000000000000000000 nOOnOO nOonOn Dan nOa noo nOO nnO�OO nOOana�OO OOa�nO nOO nOO aOOn0000a 0a� ��ana anO OnOOna Oaa Oan nna OnOOna aan OnOanoO©D OHO anO Oaf OOO nno OOOODOOaO T7Lann aaO ooa nna ana ann aaO OannnO Oao oaf oaanno anO OnO Ong ono ono Onn�lna ono ��OOODaOODaooaaoDaaDaao�oOO000�OOD000�ooOODOnnaannnaa�nOa�O �aooO aaaaaoaaannannnnnonnn aooaaoannnnannaannnonanoanaannnnnannnonnno �r�0000000000nanoaoon000 000nnononnoonn000n000 n000na0000nonon000000 ��aaaaaa aaaana aOO aOO aOO aOO ana nooanaona ono aOO noo nnO aOO noD anonoa aOO O�OOa aD�na�n�n inn nO�nO©a�O ODO inn nnnDOD nnn nnO DaO nOO aaO nnn OnnOnn nnn ' p�annOnOaaODDaanOOnnaanOE]OOnaOaOaanaaannOOOOOaOaaOODnDD13OnoaaaOOO mn00000000000n000n000noon000noon0000aonaano nnon0000000000n00000n �nnnaanoaaannannaannannooanaoanoannaaaaaagnnnnonnoaannanannnnnoon ��000000000nnan00000000000nnoon0000000000000 000000000n00000n000no aaaanoaannnanaaanaaannannaaanaanannaanaRan onaoaaoaannnnnnnan©nnn nnnnnonnann000annnoon onon00000000000n000n o000000n0000non0000no �a�nooanoaaaaoaanaannannna0000nnnannaaanoaann noaaaonoannnanonnannn ���000nno©ononnonnnonnnn 000nno©0000nnnnonnonnnnnnoono©nnn©oo©000no o�naoaoaaaanaanaananaannaoaannaoaonaaaaaaoannaaaaaaanNORnanaanaaaaan ��on000a000noonoonnonon nnannnnonnaonnaananan o0000000n0000a0000nnn MUM aaoonaaonaaaaaoonoaanooaaaaaaaaanaaoaaaaaa a©aanoannnanannanannn nnn000000nooannnanano nnoonnannannnnaanaoon o000000nan000n000aann . ��anaanaa©nanannaanaaananoaaoannannanaaoaaan ananaoannaaoaanonannn nno nun nonnonnnooaooa©©aonnoan000n000n0000n 000n0000aonoaonno©noo OaO DDD ansaDa aDa ODD ODD ono ono ono DDD Onaana DDD aDO OaO ODD a�O Onnanaaon �aooaonoonnooaooaaoono 000000annanna©aanaaaoanoanoonoannon0000aoo ���oonaooaooanaonnannannan00000noaooanaanaannanoaooaanannoon000ann m aaaan aonaanaaaaaa©aaaonaanaaoaaaaanaonaaaaaa©anoonaooannonaaanaaaanon �a�aaaaonaanaaaaaaaa©aao aaaaoaaaaaaoaaaaaaaanaaonaaaanaannaa �a�naon©000nnnanaaanoono on000nnoonnnnoa0000a0000nnnnannnnnn0000nno aaoaaoaannaaaaaaaanan annaao©aaaanaoaaoaaana©onaaaanaanaaaaanaao nnoonnnnnoonananannnn nnonnoannnannnanaanonnnannnon0000nn0000noo ��aaoaanaaaaoaaoaaaaaa©�aaaaoaaaoa©aaaa©aoaaanaaaoannaanaaaaaaaaa m��000a0000©000000000000 00000000000000000000000000000anoonnoon000 ��aaaaaaaaanaanaaaaaaan aanaaanoaannaannaaaaa naanaananoaaaanaaanaa ©��0000na000a00000a0000n annaooa000n000aaoaaan onnonaanoao©annanoaoo r nooaooannannonoon000nnooaoaa©000naooanooan onoannanoannoonannoon m®�aaoaaoaaooaaoaa000aoo ooaoaoaaaaaonaaaan000 aaoaanoanaan000an0000 TABLE 11: A1loiotoumttla•Mqua•o for A.N.00*15 AAttiral%o Amtoow7o "Tn7oujh41mtW lnst,24116n WW44 1 40'"01 14'7af I as w aM1•VIM arWA I 4v"Is I 4rWOm•vt•vm. be wn4 5 2v 4 1SY Wp1 ]r W 4aWM I 4VWIN IN-VV �GLASS TYPES B THROUGH ,ru 11112, 1111 ,rw saw sne srM Balm mMTw.. 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X61/•X611 1 3 1 / i 7 1 ] / ] 1 a ] t / 3 1 / 3 1 a 1 1 7 7 4 ] 7 4 J 3 4 4 3 D 4 1 8 1 4 1 a 1 t 7 1 1 7 1 3 ! t i II { i i 4 3 7 46IItMi m6N-X N 1 3 4 4 4 3 a 4 a 2 { J 4 a a 1 a 3 t 3 t a 3 Y a 3 R 4 2 ➢ 4 ! 3 t 1 0 4 4 4 a t ♦ a Y t i 4 a 7 { i 7 ♦ 3 E1.4414 %617•♦1.OM ] 4 1 i { i 4 a 4 a a { e 3 i 1 t 3 4 Y 4 4 2 4 8 i 4 4 a 4 a a 4 6 7 3 i i 4 7 ! t a 3 t a ] ♦ 3 3 4 a i J i M mwm t4,. Xill•XO% t 7 1 1 3 3 / t ] 4 4 3 t 1 1 1 4 7 4 4 2 f• 4 7 4 6 / 6 0 1 ♦ 6 4 1 7 1 1 3 4 4 i a 4 1 ? 4 7 1 1 / a ♦ 1 1 tvt2al Nalw i3Mi-36aN a a 1 i 4, i ♦ i 3 t ! Y 1 4 7 4 4 3 t { 1 3 t t 4 2 3 1 ♦ a 6 6 f 1 3 1 a i o f 3 t { a 2 ♦ 3 2 / S 2 { 1 i O1.A TYMII '•.HSM 1 1 1 1 a 7 4 4 7 / 1 2 1 4 3 1 • a ♦ 6 3 / { 1 4 4 9 4 / 7 4 / 2 1 0 a To 3 a a 1 4 4 1 1 4 7 1 4 7 4 4 3 / 1 ? 1 4 7 4 { 7 1RODUCTRDVISE3) SEE TAB E9 7 d S,SHEET 7 FOR OESIGN PRESSURES WHEN U81N4 THIS TABLE, m cmnld7ire widY um fk0b "MIN,SASH HEIGHT-WINDOW BUCK HEIGHT-50,138 Building Cudo 11111 111 3/2 Acu611tunO6'Ne N,�10100 8xpr41i6nDna 1a�71`A NI; nl ado uct * No.58705 t NOTES: � '•,• I�-.:'4 107oTECHNOLOGYDRn ANCHOR QUANTITY TABLE ROSOWSKI � STATEkt N.VENIICE.FL 34279 1)FRAME DIMENSIONS ARE BUCK,"MR"-MEETING RAIL moi, s'.FlOR10^..•'G�2`� (W1}450.1800 mm: Diu:2)FORSiZESNOTSHOWN,RWNO UP TO THE NEXT AVAILABLE31 WIDTH ORHEiGHT01MENSIGNSHOWNONTHETABLE, ��'3SjOlYAL 11 1 1 11111�• ��� 1176A SINGLE HUNG WiNDOW INSTALLATION-LM 45/115/15 11R•Ir, 3)REFER 70 TABLES 2,SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. A.LYNN 3aILLER,AE. SS 'NTS NTS• 10 OF 13 Oav1r1p MD-.S•fPw,H5500-01 B P.EJF 55705 CERT,OF AL1T3L MJli785 IN 3.500' 3.600' 3.500' 3.600' .062' --�r- .062' .082' -�-f­ .062' c 1,483' 1.483' Q� 1.483' 1.483' .070' -��- 713 1.184' r- �� Q .716' .070' �C7 .610 �(�(� 1 1 1 to AI_ t� o _L �{Vl�•��'- _[. '�6� J•CHANNEL FRAME '828. O FLANGE FRAME FIN FRAME 4 EQUAL LEO FRAME ILIOHT SABH HD SASH 1,976° HEADIJAMB l:/HEADIJAMB 1.376'[;IEAD/JAMB HEAD/JAMB C�R 1.185,EINFORCEMENT 28 REINFORCEMENT 3483' 070' 1.182' �-- 3.483• 3.483' �' .070• 3.483' -� nn -4- .O .082• O� 062' -►IH- .08T r91, 1_38' 1,041• p 1 L IlllllJJJ�1,40'-�J "' 137 2444' J✓ 2.444• 2.414• y ANDA �+- -a_� 1.340° / 2'444• STANDARD ��� MEETING RAIL 27 ND NFORCMEETING RAIL 28 REINFORCEMENT REINFORCEMENT U o t� QO ,625* J4HANN FIN ' OEL .625' FLANGE 9iOrFRAME EQUALLED FRAME SILL OFRAME SILL SILL FRAME SILL 1.87Y ++ 1.641• +{ ' 1.215' 2.100° {� 1.472• 1.585• 1.830" 1.3 6. 2.176' I I '086" o o .065' 1.378' 974' I �� IL1i. 1 .035' .355' 5�'�171 .060' 471' .590' .050' 347•.070'I��jJ��T������JJJ T`IFI%037• 1000' � BALANCE? SASHSTOPI LIFTRAIL LIFT RAIL BEVELED BEVELED 14 MEETING RAIL 18 SASH RAIL 17 COVER 18 SCREW COVER 19 INTERLOCK 20 INTERLOCK COVER 21 INTERLOCK INTERLOCKCOVER PRODUCT REVISED ui complying with Ilw Flot+du BInlJing Lnt10 .yt ``111111 1IIl�� Accawptmcu Nor W� RevisIont f',A vnloo Douo .318• -+{ ,300. A� '•�10ENSF M�(/ ,884' .176• I `t1�`+. htFsnf L'ut'+gl^� o ,764' ,760• '*, No,88705• �-J *- .038' -oz5' -y-- �%TE � to7oTECHNOLOGYDRIVB WINDOW EXTRUSIONS J ROSOWSKI (,^�LAMI10 EXTRUDED ROLLED .1� �l 81 'Os,,.!�ORID�..•'••���� N.VENICE.FL 34278 : 0 BEADING SCREENFRAME SCREEN FRAME DaW s/ N�'ll, x°41}4°' SINGLE HUNG WINDOW INSTALLATION-LM 05/15/16 �i1J1lVA11%%0�� Iti1r�o NLIrON1/1181Y1V® ��MaWN: sCol<t t: OmNnp Na Rp: A.LYNN MILLER.P.E. SH-5500 NTS 11 OF 13 MD-SH5500-01 9 P.E,58705 CERT.OF RUTH,91111" IN M SILICONE HOT-MELT BUTYL TABLE 12; TABLE 12,CONT.: STRUCTURAL i Bill of Material Bill of Material,con! STRUCTURAL . SILICONE 3118"NOM. N part 0 Description Material N Part N Desedptlon Materiel POLYISOBUTYLENE 114"NOMFOAM WITH DESICCAM WITH ung raroe o ac sm ea DESICCANT 2 820102 Single FNrta Frame Head 6 Jambs-F PVC 48 72019869 Sweep Lock Gst Arc EXT.0 GLAs9 EXT.GLASS 3 620103 Single Hung Frame Head 6 Jamba-Fln PVC 47 72DISMS jAuto Look Cover Aseembly Get ne 4 620104 St le Hung Frame Head 6 Jamba-Equal Box PVC 48 78 180PTX 08 x 1-1/8Ph.FH SDS(Auto and Sweep Loch Screw) 93 5 620105 S WDH Flame SIII-J-Channel PVC 49 720200 jAuto and Sweep Lock Keeper Cat Ano 6 620106 8 DH Frame 5111-Flange PVC 50r7F 4PPA x 314"PH.PH SDS(K r Screw 58 INT.GLASS INT.GLASS 7 _ 620107 SH/DH Frame 5111-Fin PVC 611 UR Beveled Tilt Latch Comer Key PVC 8 620108 SHIDH Frame SIII-Equal LeyBox PVC 622 UR PWI Rall Tilt Latch Comer Key PVC KODISPACE SUPER _ 14 820131 Fined Meeting Rail PVC 53PHFL a6 x 314°Ph.FH SDS(Comer Key Screw) SS 7e 4SG TPS SPACER®NXT'" 16 620129 Sash Reil(Skies,Top 6 Bottom) PVC 64163 TIO Latch PVC 17 620134 Balance Cover PVC 55184 Tilt Latch Retainer PVC 18 620133 Sash StcVScrewCOver PVC 56207 T 711t Latch Spring Ss ALUMINUM 19 620156 PWI Rail Interlock 6005 T5 AI 57188 Plastic Tilt Latch Finger Pull PVC REINFORCEMENT pOLY180 DESICCANT FILL AREA 2D 620144 PWI Rall Interlock Cover PVC 58192 Metal 11h loch Finger Pull Cast Ano BUTYLENE 6116°NOM. 21 820157 Beveled Interlock 6005 T5 All 59180 PW Bar Caner Key PVC 5/18"NOM. SEAL 22 620145 Beveled Interlock Caen PVC 80206 Piwt Bar S8 BUTYL 8 SILICONE SEAL 23 620150 ht 3ah Relniacement 6053 T6 Al 83191 Sash Pull Handle Get Ano DESICCANT ROLL-FSTAINLESS ST Eo 26 620152 HD Sash Reinforcement 6063 TB B4184 Sash PWI Handle With Latch Assembly Gst Ano FOAM STAINLESS STEE 28 820163 Standard Meeting Reil Reinforcement 6005 T8 Al 851FPT M8 x 314"Ph.FH 909(Pull Handle Screw) SS EXT.GLASS 27 1 6201154 HD Meeting Rail Relnlbrcemenl 8005 T5 AI 66 420188 lBottorn Latch Strike Plate cost Zinc EXT.GLASS 301 61644 iWeathintfilp,,187"x.270•Fin Pile 6L71646N 8588 N8 x 518"Ph.FHS S Strike Plate Screw 99 31 60300 Weatherstrip,,90°X.3 Foam Bulb lex PVC 720135 LamI.G.Bead PVC 32 6 719 eathenMp,•167°x.220"PdyPile 74 Back bedding,OE or Dow 791 Sillcone INT.GLASS INT.GLASS 33 61825 Wea''Istd P ,.220"Flro 76 Seth Block 718°x x 118•,85+/•5 dura. --FP—DM DURASEAL`& XL EDGE'n' 36 73l(1MTTT W x 1"Ph.PH DS(Intadook mounting Screw) so1012 Extruded Sarson Frame Alum 7e 39 8N3THPX NB x 3°P ,PH 6 (Meeting Screw) 410 88 811011 Roll-Formed Screen Frame Alum SPACER SPACER 37 71689SP Msaling Roll Sorow upport Plate 6083 82OLS Soman Comer K br Extruded Frame 4 VC 38 720210 W Hole Cover PV 83 4 Screen Comer Key With Pull Ring X 2 40 7 Constant Force Balance 84 47041 Screen Comer Key without PWI Ring X2 PVC 41 N8 x 314"Ph.FH SMS(Con.Face Balance So row SS 86 7CA Enslon 8 ng 5S 42 Spiral Balance Be 8187 Screen Cloth Fiher0as 205 ISPI11111 Balance bms Nylon 87 61635/6181 .140"Screen Spline(MachIneftrid Rolled V 1 44 78M 14FPAX 108 x 1-1/4"Ph.PH SMS(Spiral Balance Screw 410 98 I PartM Description Material 1`i200UC1'RHVl3W ns complying wtlk rte Fladdn O�1!dl%Cudc 76 Kommeding 4SG TPS Spacer System � _-I -Oh3�•cg 77 Quanex Super Spacer nXr with Hot Melt Butyl See thisSheet IN . pNp .78 Quanex Duroseei SpacerMetedels \ � y,;i sole Ptt duct 79 Cardinal XL EdgeSpacer R NC ST REPOR S:FT-8717,M8 8 8970 ?*i NO-68705 DIMI W. S!` PUT (}' imTEcmmoSYDRw BILL OF MATERIAL(BOM) J ROSOWSKI. O STATE OF (v: N.VENICE,FL 3427E m6e: �OgIDp,• 2� (941)4641600 Dab. NOTES: rS� ""'•'• NG\`�\ SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 -- �i,,�NAl1�r.`` ul warrsnsrex® Sx-luo°et`, smr' aowro No, xw 1)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR MMA EXTRUDER CODE. A.LYNN MILLER,KE SH-5500 NTS 12 OF 13 M D-SH5500-01 B 2)ITEMS M 0-13,15,24,28,29,34.39,61,62,68-71,a 73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL P,E.M fie7c6 CERT•OF AUTH•02120E O OPT.SWEEP LOCK O 48 qg OPT.AUTO LOCK 78 47 20 � 67 OR 58 � IB 61 OR 82 B6 O o 45 1 55 OPT.PULL RAIL22 82 ORO 19 INTERLOCK& /`- COVER (66 I I Be 87 _ •o ���lll P '••� � .,, i 38 `,`•,� OPT. 1 BEVELED MITERED FRAME WITH 21 INTERLOCK t\` INTERIOR AND EXTERIOR 18 &COVER FRAME WELDS \® 54 72X4 �• 83 18 ��,`• 72 X4 I � '• ,\ 8o OR�81� 44 14EgToeA+ece ............ `" SCREEN \, A04H-•••-' 49 OPT,PULL HANDLE ASSEMBLY tT 64 WITH LATCH DETAILS 4140 CONSTANT FORCE `�� �@ 1B �OR 83 ` y` OR BALANCE •.`.^. �"�/ ---•- OPT.PULL 40 ORO 42 43 SPIRAL'BALANCE HANDLE \ 63 87 ,•\�� 1 18 - f �'\ SASH MITERED FRAME WITH INTERIOR AND EXTERIOR 31 ASSEMBLY FRAME WELDS se gg DETAILS /// � %• ``� EXTERIOR, 83 59 •� -----••`-.-------•— -•� �_ 63 aePy "MrAying th the Florida 5 S �gCHE •.\'-•-...._- •�.... .L'1NCE :' 9ollding Croo� AeCep 7- g FRAME \,..`` ` �` DNV LYN ����� _ - RevWm: 1xpirntaulhteaj vOro ASSEMBLY d' `. ��,• N ° \ }CEN'yF'' imnl doProdtxi Co DETAILS '.\` \.. =*•' No.88787 '* .�er: ' iMTECHNOLOorDRIVE EXPLODED ASSEMBLY J ROSOWSKI NOTES: EXTERIOR \ �� F'( � N.VENICE,FL 34116 1)SOW PARTWOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. � 5+ •':��°Ri0 �•''•����� (a41}46D•1�0 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 2)J-CHANNEL FRAME SHOWN,PARTS M 1&6,OTHER FRAME TYPES APPLY, ��vS/ANAL`ENG\` pM1Apo�17 9)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 8&7, A.LYNN�ILL�R�P P.E. 4tLrooMtf IMAERM 7 �01Xfl1 N0' Rev. 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. RE.M58708 CERT.OFAUTH.YZ92G6 SH-5500 NTS 1"130E 13 MD-SH5500.01 B