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HomeMy WebLinkAboutProduct Approval (2) REVMWEDD FOR CODE OOMFLMN E M IAM I•DADE ST. L M E COUNTY MIAMI-DADE COUNTY o � ( PRODUCT CONTROL SECTION RE DEPARTMENT OF REGULATORY AND ECONOMIC SO `CES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 ���� COPY 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"DR 5410"PVC Horizontal Rolling Window—N.I. APPROVAL DOCUMENT:Drawing No.MD-HR5410-01 titled"Horizontal Roller-NI", sheets 1 through 15 of 15,dated 05115115,with revision B dated 03/27/17,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. MISSILE IMPACT RATING:None 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#16-0714.18 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 Jorge M.Plasencia,P.E. NOA No. 17-0411.09 ruaru�,�wH couN7Y Expiration Date: September 24,2020 J t.� Approval Date: August 31,2017 Pagel PGT Industries,Inc. j NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I I A. DRAWINGS I. Manufacturer's die drawings and sections. (Submitted under NOA No.15-0903.11) j 2. Drawing No_ MD-HR5410-01 titled "Horizontal Roller - NI", sheets 1 through 15 of 15, dated 05115115, with revision B dated 03/27/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. I j B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 I 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 1 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,Durasealo spacer system, Super Spacer°NXTrm spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 16-0714.18) 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. FTL-8072, dated 02/03/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0903.11) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition(2014) dated 08/28/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No. 15-0903.11) 2. Glazing complies with ASTM E1300-09 I D.' QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources R). I f Jorge M.Plasencia,P.E. Product Control Unit-Supervisor NOA No.17-0411.09 Expiration Date: September 24,2020 Approval Date: August 31,2017 E-1 i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. 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. 2. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 04/16/20. 3. 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 09/1516, expiring on 04/16/20. F. STATEMENTS L Statement letter of conformance, complying with FBC-51h Edition(2014) and FBC- 6th Edition(2017), dated 08/02h7, 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 03/09/16, signed by Ishaq Chanda,P.E: (Submitted under previous NOA No. 16-0714.18) 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.15-0903.11) G. OTHERS 1. Notice of Acceptance No. 16-0714.18, issued to PGT Industries,Inc. for their Series "HR-5410"PVC Horizontal Rolling Window-N.I., approved on 09/01/16 and i expiring on 09/24/20. I i i r' Jorge M.Plasencia,P.E. roduct Control Unit Supervisor NOA No.17-0411.09 Expiration Date: September 24,2020 Approval Date: August 31,2017 E-2 DESIGN PRESSURE RATING I IMPACT RATING VARIES PER REINFORCEMENT NOT RATED FOR 2S ANCHORS,SEE CLUSTER DETAILS SHEET 5 I{.� 12-3/4"MAX.O.C. r 1-1 BEE SHEETS D SEE LEVEL,SEE SHEET38E IMPACT RESIST B°MAX I�-�- I -,r-B,SEE I - I g-13 2D ANCHORS 15.85" LLL��� 18.94'MAX.O.C. SHEETS 1 1 -�SHEET4 CLUSTER DETAIS SHEEF5 "�^I _ _ 8"M/UCO.C. I �--�B.SEE SHEETS A SEE�— .� X. SHEETS 10"MAX. _t C.SEE SHEEf4� 1 E.SEE -- ----! —y� 1 A C SHEET 3' E EQUALLY / / I MAX. MAX 1 / a / I BMAX UCK EQUALLY / , / MAX ANCHORSPER BUCK 1 SPACED 63' TABLES 13.10 / / HEIGHT / I HEIGHT ANCHORS PER I BUCK T SEE T / / I TABLES 17-19 � / / t I � HEIGHT SHEETS J j 9-13 I 15.61" O X O X X O X MAX,o.c. _ e-MAX 8•MAK SEESILL SEE SILL t - - DETAILS. v 4'O.C. I 3'MAX W DETAILS, 4°O.C. 3'MAX WEEPHOLE� 4°O.C.BETWEEN B 3°MAX. SHEETS BETWEEN -+I L� SHEET4 LEErPHOLES DETAILS, WEEPHOLES EEPHOLES SHEETS 75°MAX BUCK WIDTH 7S MAX BUCK WIDTH 740'MAX BUCK WIDTH ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL SHOWN AS XOX CONFIGURATION SHOWN AS OX CONFIGURATION FRAME SHOWN AS OX CONFIGURATION ANCHORED THROUGH THE NAIL-FIN coDEs/ST•AI4DARDs USED: •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION GENERAL NOTES:SERIES 5410 NON-IMPACT RESISTANT HORIZONTAL ROLLER •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION -ASTM E1300-09 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). •ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. -ALUMINUM DESIGN MANUAL,ADM-2015 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY.USE ONLY MIAMI-DADE COUNTY APPROVED MASONRYANCHORS,MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 •AISI S100-12 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. •RISC 360.10 4)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS ' 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 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS GENERAL NOTES..._.....___...._...1 SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. ELEVATIONS...._................•..........1 6)1/4°MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OFTRANSFERRWG APPLIED LOADS. FRAME.GLASS&ANCHOR 2 7)DESIGN PRESSURES: 6_....._._._..._._..... A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300. INSTALLATION,FLANGE& B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TESTING AND GLASS PERASTM E1300. EQUAL LEGIBOX..........__.3 C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. INSTALLATION,INTEGRAL FIN 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33.1/3y STRESS INCREASE HAS NOT BEEN USED IN &J-CHANNEL......................4 THE DESIGN OFTHIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THATCOME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS GLAZING DETAILS......____..._...5 SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. DESIGN PRESSURES...................6-8 0.13 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. .: ANCHOR QUANTIRES........_.m".'14 10)REFERENCES:TEST REPORTS FTL-8072;ELCO ULTRACON NON ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES.LTD WHITE&BRONZFJUGHTER SHADES OF CAP EXTRUSION PROFILES 8 BOM....14 COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSIIAF&PA NDS&ALUMINUM DESIGN MANUAL IASSEMBLY....................................is PRODUCT REVISED 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL as complying with the Florida USER INSTRUCTIONS: NOA Ho_,�od©17-0411.09 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. `l L // RaWeed Sy: Dote: RaWaian: Expiration Date 09/24/2020 LVAJ 2)KNOWING YOUR FRAME TYPE,WINDOW CONFIGURATION(OX,XO,XOX),SIZE,GLAZING OPTION FROM(TABLE I)AND \1 Y 7j/� JR 03/27/17 UPDATEDTOF13C 17.AD p REINFORCEMENT LEVEL,DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FORTHE WINDOW OPENING USING `�� Q�-..Y N* ,i NOTATEA ce Q e EI TABLES 6.12(SHEETS 6-8).IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING '��;:'1,10EN '- �� ReWmd W. Dade: Rer6lan: MIamF-D de Pmduct Control OBTAINED IN STEP 1.USE INDEX TABLE 6 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. _tn� 3)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET 2 ACCORDING TO THE INSTALLATION NO 58705 CONDITIONS. *; ' 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 13-19(SHEETS 9-13).VERIFYTHE ANCHOR/SUBSTRATE WILL MEET _ *_ ® a Dartp8on: Ormvn 8Y REQUIREMENTS FOR YOUR OPENINGS CONDITION FROM TABLES 2 OR 3.AND THAT AU_MIN.REQUIREMENTS FROM THIS --0: '•] ,Q'" GENERAL NOTES&ELEVATION J ROSOWSKI SHEET-SET ARE MET. 'A' T:••L(J 1070 TECHNOLOGY DRIVE pda. 5)INSTALL AS PER SHEET 3 FOR FLANGEIEQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FIWJ CHANNEL INSTALLATION. i0T-'., WE <fi N VENICE,FL 34275 Ne' USE TABLE 40N SHEEi2T0 FIND THE APPROPRIATE DETAILS, ��� •'•:`10RID?;.•' \?� M41}480.1600 HORIZONTAL ROLLER NI 05/15/15 NOTE DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, NAL COP1" ALLFZPmaws.w®,INC. IE scrw/ldoaer: soere: sheer DraWng Ma. Rer. INTEGRAL FIN OR EQUAL LEGIBOX),SEE FIGURE B ON SHEET 2 t[.7LHy1+JgfµER)�.E. CERT,OF AUTH.&29298 HR-5410 NTS 1 OF 15 MD-HR5410-01 B P.EtO58705 TABLE 1:ALLOWABLE GLASS TYPES TABLE 4:INDEX OF INSTALLATION METHODS PER FRAME TYPE Glass Description(Listed from Exterior to Interior) - Fmme Clan Inskdla6on Type types Options9ubatreb Option Detail Sheet 1 3!4°I.G.:1/8"A Exterior Ca Exterior Cap GLASS TYPES 1&3 MAY (see Fg B) (sae TeWe 1)_ Condtnons P+1/2•Air Space+1/8•A Ex NOT BE USED IN THE 2 3/4•I.G.:1/6"T Exterior Cep+1/2"Air Space+1/8'T Exterior Cap HVHZ ABOVE W. Through the ....into 2XWmd FmmeMuckstrfp-shed 4,option 5 3 3/4"I.G.:3/16•A Exterior Cep+318"Alr Space+3116•A Extedor Cap J-Channel oteg�f ...:mton--•-• Mdai-sheet 4,option 8 4 314"I.G.I 31161 T Exterior Cep+318"Air Space+3/16'T Exterior Cap RI) 1-4 Through the frame _..Into 2X Wood Frame/Bwksbip-shed 4,option 6 SEE SHEET 6,TABLE 5 FOR GLAZINGIDESIGN PRESSURE/ANCHORAGE INDEX. Material Mln.Fr Min.F" of the window...... ,,,.into Metal-sheet 4,option 7 Steel Screw 92 ksl 120 ksi into 2X Wmd FmmeBuckstrip-shoot 3,option 1 18-8 screw 60 ksi 95 ksl Flanas 1-4 Through the frame....into ConcmtWCMU-shod 3,option 2 410 Screw 90 kel 110 kst �) of the window..... ....Mmgh 1X Buckstdp Into CommtefCMU-sheet 3,option 3 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME Eloo Aggro-GatorO 57 ksi 96 ksl ....into Metal-sheet 3,option4 Eico lAbaCan® 155 ksi 177 kal Through the ....Into 2XWmd Frame/8uckstnp-shed 4,option 5 Min.Edge Min. 410 SS Elco CrateFlexO 127.4 kel 1B9.7 ksi BOfi3-TS Aluminum integral Integral fin...... ....into Metal-shoot 4.option 8 Group Anchor Substrate Distance EmbedmenN 18 ksi 22 ksl #3)((AG) 1-4 Through the fierce ....into 2X Wmd FrameBucksmp-shed 4,option 6 P.T.Sout Pine(SG=0,55) 716' 1-318" A36 Steel 38 kai 58 ke1 ofthe window...... •••,into Mats]-Sne614,option 7 #10 SMS' Steel,A36• 3/8. 0.050" Gr.33 6test Stud 33 Kai 45 ksi ....Into 2XWood FfamerBuckship-sheet 3,option 1 (steel,18-B S.S. Box/ Steel Stud,A653 Gr.33' 3/8'. O.Q451"(18 Ga.) Through the frame ....into CmcretelCTtU-shed 3,option 2 of 410 S.S.) •MIN.OF 3 EqueFl.eg 1-4 of the window...... ..,.through iXlle/Cm rip Into ConcmtefCMU-sheet 3,option 3 A Aluminum,6063-T5• 3!B" 0.050° (44) P.T.Southern Pine(SG=0.55) 7115' 13/8• THREADS BEYONDYOND into Metal-sheet 3,option 4 3/16•steel Ultracon Concrete(min.2.85 ksi) 1" 1.3/8" SUBSTRATE Ungrouted CMU,(ASTM C-90) 2-1/2' 1414• P.T.Southern Pine(SG=0.55) 9/16" 1-3/8" 'UNGROUTED CMU"VALUES #12 SMS B (Steel,ISM S.S. Steel,A36• 3/8" 0.050" MAYBE USED FOR FIGURE B:FRAME TYPES Steel Stud,A653 Gr.33• 318" 0.0451•(18 Ga.) GROUTED CMU Or 410 S.S.) APPLICATIONS. Aluminum,6063-TS• 3/8° 0.063" Q� Concrete(min.2.85Rai) 1' 13/4° 1/4•steel Ultracon �U �p C Ungrouted CMU,(ASTM G90) 2-1/2' 1-1/4' INSTALLATION NOTES,SEE SHEETS 3&4 FOR ILLUSTRATIONS: 11 1/4"steel Creteflex Concrete(min.3.35 ksi) 1• 1-/4" 1/4"steel Ultracon Concrete(min.2.85 ksi) 2-1/2" 1-W, 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON BOX L- 114'steel Ultrecon P.T.Southern Pine(SG=0.55) 1' 1.9/8' TABLES 2&3,THIS SHEET.FOLLOW EMBEDMENT AND EDGE FLANGE EOLEG 1/4"steel Creteflex Concrete min.3.35 kSl 2-1/2' 1-3/4" DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAYBE ( ) USED ON ANY SIDE OF THE WINDOW. D 1/4'steel Creteflex Ungrouted CMU,(ASTM 0-90) 2-1/2' 1-1/4" o P.T.Southern Plne(SG=0.55) 1° 1�B" 2)MASONRY ANCHORS MAYBE USED THAN WOOD"T PER TABLE 11V steel Aggre-Gator Concfeto(min.3.275 ksi) 1-112" 1�B' 2,THIS SHEET.ALL WOOD BUCKS LESS THAN BUCTHICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE o 0 1/4•steel Aggre-Gator P.T.Southern Pine SG=O. 1• -wtr I OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD / Grouted CMU,(ASTM C-90) 2' 2" BUCKS DEPICTED AS 2XARE I-1/T THICK OR GREATER.IX AND 2X 1 0 �0 BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INTEGRAL INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR J-CHANNEL FIN ARCHITECT OF RECORD. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADINC, PRODUCT REVISED TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN a o as complying with the Florida 4)SEE SHEET 16 FOR OPTIONAL EGRESS LOCK DETAILS. Building Code Group Anchor Substrate Min.Edge MID' NOA-No. 17-0411.09 p Distance Embedment' \t t I l l r f l r Expiration Date 09/24/2020 `�� Y N � Revtred fay: Dorn: ReWeron: E 2-1/2'x.131'Common Nall P.T.Southern Pine(S(=0.55) 3/8• 2-7/16' �� oN......N,y� ��, NO CHANC�STHIS SHEET. 2-112'Ring-shank RoofingNail P.T.Southern Pine SG-0.55 318' 2-7/16° •'•�10EN l JR 03/27/17 By ( ) Mlom Da5WIproouct Control P.T.Southern Pine(SG=0.55) 1/2• 1-/8" `,: '•.'p Raised er Date: Rm*t-: #10 Tnlsshead SMS 318• 0 _*: No.58705 (steel,18-8 S.S. Aluminum,6063-T5' .050" _ *- or 410 S.S.) Steel Stud,Gr.33• 3r8• 0.0451'(18 Go.) =.0 G = a Dew fptron: Dro.n By' F steel,A36' 31B• o.0M. =ID '•. 3 �� GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI MIN.OF3 't7 i TE Z T� �` P.T.Southern Pine(sG=0.55) 9116' 1�18' THR %T 7070 TECHNOLOGY DRIVE prate:(steel.IBA S.S. Steel Stud, 33• 318' 0.050" METAL THE ''ASS'/pNA1.��G`?` covtoam�ivrdN.VENICE, rrmmstwcs,eaa HORIZONTAL ROLLER-NI 05/15/15 or 410 S.S.) SUBSTRATE. rll1I sI i11\\ RiOHre It£aERrtD Snd odI swfe: Sheet 38• IOrosfry No. Steel,A 31W 0.0.50" ALYNN Mg1ER P.E CERT.OF AUTH.329288 HR-5410_ NTS 2 OF 15 MD-HR5410-01 B P.E.e 58705 INSTALLATION DETAILS FOR FLANGE AND EQUAL-LEG FRAMES INSTALLATION OPTION 3 nP.aNQHDR nPE. INSTALLATION 21 ORODR 23 ANCHORED THROUGH FRAME AND IX INSTALLATION EMBEDMENT AND EDGE OPTION 4 SEE INSTALLATION NOTES SHEET 2. BUCKS7RIP INTO CONCRETE/CMU. OPTION 1 DISTANCE PER SUBSTRATE, ANCHORED THROUGH (SEE SHEETS 6S) SEE NOTE 2,SHEET 2. ANCHORED THROUGH EDGE DISTANCE SEE TABLE 2,SHEET 2 FRAME tN70 METAL TYPICAL FOR ALL FRAME INT02X WOOD 'XO"OR'OX'SASH 1/4"MAX SHIM EMBEDMENT FRAME OR BU HIFET . —�{ 1/4'MAX SHIM 19 16 30 16 29 SEE NOTE 2,SHEET 2. I 13 28 EDGE FLANGE EMBEDMENT #10 OR#12 STEEL f� 20 40 OPESASH Q DISTANCE FRAME SM5(G5),SEE 1-1— 37-39 SHOWN 0 TABLE 2,SHEET 2. I 2 28 2 �1/4'MAX SHIM FIXED47 =3I 1� ElQ .. EMBEDMENTAND ANCHOR TYP 18 LITE VISIBLE I _. . EDGE DISTANCE PER o T LIGHT WIDTH SUBSTRATE.SEE 73 , a❑ TABLE 2.SHEET 2. a a Q IrII DADE APPROVED MULLION, [�D 1� VISIBLE o J� 8 42 87 •• E Y9 FBC COMPLIANT ALUMINUM/STEEL FRAMING FLANGE LIGHT WIDTH EXTERIOR OR STEEL STUD.MAY BE FRAME 73 14 I-I 4 EQUAL VISIBLE VERTICAL OR HORIZONTAL SHOWN 24 OR 25 OR 26 V �G (1)AT MID-SPAN OF INTERLOCK LIGHT FIEITE SEE SUBSTRATE PROPERTIES, (SEE SHEETS 6-8)TYPICAL FOR A SHOWN 43 (1)3-12"FROM EACH SASH HEIGHT TABLE 2,SHEET 2 'XO"OR"OX"FIXED MEETING RNL CORNER AND(1)AT CENTER OF BUCK WIDTH SASH STILESIRAILS HORIZONTAL SECTION A-A(OX) 22 OR 23 BUCK 28 30 16 19 16 (SEE SHEETS 7-8)TYPICAL ' HEIGHT EXTERIOR T 28 OPERABLE 20 OPERABLE 43 FORALL^XOX"SASH T o SASH SASH e VISIBLE 37-39 21 ROOR 23 LIGHT OPERABLE (SEE SHEETS 6-8) HEIGHT SASH E TYPICAL FORj, Q�L.i 41 - ALL SASH -__-- .16 o FIXED o VISIBLE LITE Z VISIBLE 45 45 47 LIGHT WIDTH r� LIGHT WIDTH 29 FLANGE 81 L FRAME o o I� O WEEP OPT. 29 15 SHOWN [J[ 87 85 �L_� �L_ NOTCHES 80 t=0 ' 42 0 3/4'X 1/4" EXTERIOR 1-1/4'X 1/4" 25 OR 26 --►- LIGHT WIDTH �-- 73 14 R 4 4 I 2 (SEE SHEETS 6-8)TYPICOORALL V "XOX'FIXED MEETING RAIL 1/4"MAX BUCK WIDTH PRODUCT REVISED SHIM HORIZONTAL SECTION E-E(XOX) ESA as complying with the Florida ❑ FRAME ME Building Code INSTALLATION AS PER SECTION A-A ABOVE SHOWN NOA-No. 17-0411.09 EQUAL LEG —1� 41111 t I l I FRAMESHOWN { t ``�� Q�Y••.NN i�i' Revised By: Gate: Rn; F�cPlratlonDato 09/24/2020 INSTALLATION EMBEDMENT?\• .yQENSFI�� JR 03/27/17 NoaANcesTHss�ET' Mmrnl-uadpProductcontra OPTION 2 771 R&d-.d Ely. °°fa' Rawsiw.' ANCHORED THROUGH * N0.58705 FRAME DIRECTLY INTO Drawn BY CONCRETEICMU. EDGE --0 ® D�P�n! TYP.ANCHOR TYPE, DISTANCE VISIBLE LIGHT FORMULAS = 3 3I f�• �; FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI EQUAL-LITE XO&OX %��'•. AT RF �� 1070 TECHNOLOGY DRIVE EMBEDMENT AND EDGE VERTICAL ) D,;I DISTANCE PER SUBSTRATE, WIDTH:BUCK WIDTH/2-41/4° �i�lS •AZORIOP.•'' N.VENICE.FL 34275 T SEE TABLE 2,SHEET2. SECTION B-B HEIGHT:BUCK HEIGHT-7-114^ �'��S�ONAL (941)48Da, o60�,� ,A,�,o.,� HORIZONTAL ROLLER-NI 05/15/15 7 f f f I I I 1\\\\ Au worts rrDMU eo Sa7as/d/adaL• Saa/a' Sheol: f7rawfng No. Rer. A LYNN MILLER P.E CERT. taz9zee HR-5410 NTS 3 OF 15 MD-HR5410-01 B PA 6B706 INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION ANCHORED THROUGH FRAME INTO 2X OPTION 7 21 O 22 OR 23 WOOD FRAME OR BUCKSTRIP.SEE INSTALLATION OPTION 5 ANCHORED THROUGH FRAME SEE INSTALLATION NOTES SHEET 2 (SEE SHEETS 6.8) NOTE 2,SHEET 2. ANCHORED THROUGH INTO METAL(INTEGRAL TYPICAL FOR ALL EMBEDMENT INTEGRAL FIN INTO 2X �- EMBEDMENT 1 FIN/FLANGE REMOVED) "XO"OR"OX"SASH WOOD FRAME OR BUCK- L 18 29 • STRIP.SEE NOTE Z, EDGE � � 114"NIAK SHIM 19 16 30 2g EDGE SHEET2. DISTANCE 13 20 40 OPERABLE 43 DISTANCE J-CHANNEL #10 OR#12 STEEL SASH o FRAME SHOWN O 1 EMS(G5),SEE 37-39 - 1 TABLE 2,SHEET 2. a Iu�I 28 TYRANCHORTYPE, —IL_I❑ 1 - EMBEDMENT AND 1 T1l4"MAX SHIM �� ❑ FU(ED 41 'L a EDGE DISTANCE PER TYP.ANCHOR TYPE, FIN AND/OR LITE VISIBLE SUBSTRATE,SEE '❑ �J EMBEDMENT AND EDGE FLANGE MAY BE - -�i LIGHT WIDTH �❑ SCREW SHOWN) DISTANCE PER SUBSTRATE, REMOVED IN-FIELD �I nn, 73 SEE TABLE 3,SHEET 2. � o �I FIN a � 85 13 B7 � FRAME DADE APPROVEDEICCOM WON, D VISIBLE 42 EXTERIOR 0 SHOWN 29 FBC COMPLIANT LIGHT WIDTH ALUMINUMISTEEL FRAMING 73 24 R 25 OR 26 14 >/ 3 VISIBLE OR STEEL STUD.MAY SEE SHEETS 6-8)TYPICAL FOR ALL FU(ED VERTICAL OR HORIZONTAL. L. ( LIGHT LITE SEE SUBSTRATE PROPERTIES. "XO"OR"OX"FIXED MEETING RAIL HEIGHT BUCK WIDTH INSTALLATION TABLES 2 d 3,SHEET 2. HORIZONTAL SECTION C-C(OX) 22 OR 23 OPTION 8 (SEE SHEETS 7-8) ANCHORED THROUGH TYPICAL FOR FIN INTO METAL ! 28 29 30. 16 19 16 ALL"XOI (FLANGE MAY BE REMOVED) BUCK EXTERIOR T OPERABLE 40 20 OPERABLE 43 SASH HEIGHT T IL -j SASH o SASH Q #10 OR 912 STEEL VISIBLE f'-1 ffi� 37 -`�I SMS o� TABLE 2,SEE 21 OROOR 23 LIGHT OPERABLE QU ' 0 TABLE 2,SHEET Z. (SEE SHEETS 6-8) HEIGHT SASH I� 28 it VVV TYPICALFOR ❑ LJ I Q f " 41 FDO=D ALL SASH 16 VISIBLE I _o LITE o _ VISIBLE (�— f�❑ 88 WIDTH LIG 0 45 47 LIGHT TTT�� r HT WIDTH OF.. 80 81 C_ F FRAME WEEP 87 85 _J L� ' NOTCHES 29 ] 29 SHOWN 0 ---- Q 3!4"XlW 25 R 26 VISIBLE 73 14b2 IXfERIOR OOHANNEL 1.1/4•X 1/4' u 3 (SEE SHEETS 8-8)TYPICAL FOR ALL LIGHT WIDTH ID1 FRAME 15 "XOX"FIXED MEETING RAIL SHOWN 33 ❑ I BUCK WIDTH - 3 1!4•MAX HORIZONTAL SECTION F-F(XOX) a complying with thEFlorida o p SHIM (1)AT MID-SPAN OF INTERLOCK Building Code O(1)AT MI FROM EACH SASH INSTALLATION AS PER SECTION D-D ABOVE NOA-No. 17-0411.09 IN FRAME T 43 CORNER AND 1)AT CENTER OF 11111111f/! SHOWN T SASH STILESIRAILS �\\1���N•IGEY NIV �i, RJR "127/17 RNO CHANGE THIS sl,eec Expiration onto 09l24l2020 TYP.ANCHOR TYPE, ` �••, F•._ EMBEDMENT AND EDGE DISTANCE Q: ` Revised BY: Date: R.Ak.; NIIamFDad#''roduet Con rol EDGE DISTANCE PER N0,58705 / SUBSTRATE,SEE SEE *, TABLE 3,SHEET 2. —ri EMBEDMENT - Q Drawn By:_ Desglption: VISIBLE LIGHT FORMULAS = 0 1. �= J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI VERTICAL =o • �+' INSTALLATION OPTION 5 (EQUAL-LITE,XO&O)) '-� kr 1070 TECHNOLOGY DRIVE ANCHORED THROUGH INTEGRAL FIN SECTION D-DWIDTH: %� '•:c�ORID?`••' \�� N.VENICE,FL S4Z75 77tW INT02X WOOD FRAME OR BUCK- HEIGHT:T:SUCK HEIGHT TH �71/4" � ONAL E � (�10-160° HORIZONTAL ROLLER-NI 05/15/15 STRIP.SEE NOTE 2,SHEET 2. frf llll1111� COPYHIGVFZITPGTINN=TSS,NG A LYNN AiiLLER,P.E ALL H� Sarirs/AioNh rmriny Rer. P.E.' 6BTD3 CERT. Sasle: Shaet: D#29296 HR-5410 NTS 4 OF 15 MD-HR5410-01lYo. B 1 i � SILICONE STRUCTURAL 1/4"NOM. POLYIS08UTYLENE WITH DESICCANT ' KODISPACE E T.GLASS 7B 4SG TPS 3/4"NOM. 314"NOM, 12"NOM.GLA85 76-79 BITE 11, INT.GLAss 1/8"A GLASS 1/8"T GLASS 73 74 1/2"AIR SPACE 1/2"AIR SPACE EXTERIOR a 1/8"A GLASS 1/8'T GLASS a 28 HOT-MELT BUM ' STRUCTURAL a EXTERIOR a EXTERIOR 10 SILICONE 29 ( 75 FOAM 3116'NOM. WITH T8-79 76-79 29 DESICCANT Q SUPER EXT.GLASS SPACERU NXT Tm 33 ❑� GLASS TYPE 1 GLASS TYPE 2 INT.GLASS , TYP.GLAZING DETAIL ALUMINUM REINFORCEMENT 3/4'NOM. �-•� --►{ 3/4"NOM. �+--• 5/16"NOM. BCCANT 8 DESICCANT 3/16"A GLASS 3/16"T GLASS - - FOAM ODURASEALD 3/8"AIRSPACE 3/8"AIRSPACE EXT.GLASS S % 3/18"T GLASSPACER _ <3 EXTERIOR a EXTERIOR INT.GLASS 7&79 7&79 POLYISO• DESICCANT FILL AREA BUTYLENEVINT.GLASS 5/16"NOM. SEAL GLASS TYPE 3 GLASS TYPE 4 LICONE SEAL ROLL-FORMED STAINLESS STEEL PRODUyCnTgREVISED XL EDGE •A ANNEALEDGLAZING • BuCdi^g Clodewith the Florida EXT.GLASSSPACER 'P=TEMPERED NOANo. 17-0411.09 �� NLYNAV7Relied B. Datm Rvtskm Fspiration Date 09/24/2020 CENSF � JR 03/27/17NOCHANOESTHI95HEET.Q.. 611ami-Dad roduct GOntrol Revfead By Date; Rorrelan: 1}• No.58705 Part# Description Material _ *= - ® DesuipNw�: Drarn ay. 76 Kommerling4SGTPSSpacerSystam � 1 ,'�� GLAZING DETAILS J ROSOWSKI 77 Quanex Super Spacer nXr with Hot Melt Butyl See this %�c�•• sFth2E F ; tV�; 1070 TECHNOLOGY DRIVE Sheet 10f �iC�S•'.,[O�DP, \\�� N VENICE,FL34275 r'b°' Dab: 78 Quanex Duraseal Spacer Materials S'/ �1G,.` (891}480-1600 HORIZONTAL ROLLER WINDOW-NI 05/15/15 �7rr�NAL E+ �� CQP-MYROalvr0rRm1A7R=,arG 79 Cardinal X-Edge Spacer rr11ll+++ ` ALL Rlnxra sES� sedm/lfadetr scale s rno.e9 Na, Rer REFERENCE TEST REPORTS:FTL-8717.8968&8970 A.LYNN MILLER,P,E. CERT.OFAM.9=98 HR-5410 NTS 1 5 OF 15 MD-HR5410-01 S P.EN 58705 1 TABLE 5: TABLE 6: TABLE 7: ! Index to An Design Pressure and AnchorQuantity Tables GlassTyPes Design Ibsflt2 forXOorOXWindows GlassTYP63 Design bse for XO or OX Windows 1-4 g ( ) 1-4 i9 (1 ) Mu. Glass Raid Design Pmesure Ancharpuaniky ReIM Letel Window Suck Height Reht Lew[ Window Buck Height Mac, Cenci% Width HIM. Type Laiel R7 30' 36' 4- 54' R2 30' sw 48' 54' 25-10 +65.0 -100.0 +65.0 -100.0 +85.0 400,0 +65.0 -100.0 25.1/T +65.0 -130.0 +65.0 -130.0 +65.0 -13D.0 +65.0 -130.0 TaGa D Pe tl Ta # Pepe p c 54" 1 e 8 13 13 a 7W +65•0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 s 28' +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 485.0 -130.0 75^ 54' 1 2 7 6 14 9 .}� 3W +65.0 -100.0 +85.0 -100.0 +65.0 -942 +65.0 -81.6 36' +65.0 -130.0 465.0 -130.0 +65.0 -116.6 +65.0 -109.6 ` XO ST 3 10 7 15 10 m 42^ +65.0 AD0.0 +65.0 -100.0 +65.0 -83.9 +65.0 .72.4 m 42' +65.0 -130.0 +65.0 -130.0 +65.0 -91.7 +65.0 -82.4 OX fiP' 2 7 6 14 9 48' +65.0 -100.0 +65.0 .100.0 +65.0 -76.5 +65.0 65.6 48^ +65.0 -130.0 +65.0 •129.4 +65.0 .85.9 +65.0 -72.6 76" 63' 2.4 3 10 7 15 10• 60' +65.0 -100.0 +65.0 -100.0 +65.0 •66.8 +16.5 -515 60' +65.0 -130.0 +65.0 -114.8 +85.0 63.5 +65.0, -71.8 7T 4 11 8 18 10 '$ 75' +65.0 -100,0 +65.0 -94.9 *60.3 60.3 *60,0 .0.0 75' +65.0 -109.5 +65.0 -94.9 +65.0 -72.9 +65.01 65.5' 120^ 163• 1 3 a 7 17 11 SEE TABLE 13 FOR ANCHORAGE +651-70 FOR GLASS TYPES 2-4 SEE TABLE 14 FOR ANCHORAGE XDX 140' Or 2.4 3 9 7 18 12 4 12 6 1 18 1 13 O . HEADER HEADER I•�- 4'MAX O.C. Q SECTION DETAIL SECTION DETAIL 21 FOR WINDOWS WITH D 21 FOR WINDOWS WITH a O LEVEL R1 REINFORCEMENT LEVEL R2 REINFORCEMENT 5-ANCHOR (REINFORCEMENTS SHOWN SASH (REINFORCEMENTS SHOWN SASH / IN FIGURES APPLY TO ALL HEIGHT CLUSTER DETAIL IN FIGURES APPLYTO ALL HEIGHT FRAME TYPES& FRAME TYPES 8 CONFIGURATIONS) 21 CONFIGURATIONS) B 21 4•MAX.O.C. FXIEROR u SILL RR SILL 4-ANCHOR a o CLUSTER DETAIL SASH WIDTH SASH WIDTH MEETING RAIL 0 o e MEETING RAIL 4•MAX O.C. ---►1 r- 13 3 a 24 25 21 21 21 21 JAMB E 011 JAMB PxrEPns a PRODUCT REVISED 3 ANCHOR 15 p p Building pt ing with the Florida CLUSTER DETAIL \`71411IIlit//7 NOA-No. od 17-04'11.09 NOTES: Q Revised Sy: Datw Ravislon: Expiration Date 09/24/2020 1)USE THESE TABLES OR ALL WINDOWS ���•��,.••"•'•-••.,7ZJ��i� NO CHANGES THiSSHEET. INSTALLED THROUGHTHE FRAMEORINTEGRAL FIN, �• LICENSE•.,�� JR 03/27/17 By Q';• rAlam a roduct Contro 8'MAX.O.C. 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK - •. Revised BY: Data: RaW.Tm: 4'MIN.O.C. HEIGHT(SEE SHEETS 3.4).SASH SIZE IS AS PER THE 7M• NO.55705 3)OR SIZES NOT SHOWN,ROUND UP TO THE NEXT •"-D: ••* Drown 8y: AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN '� t, m DeacripDon: oNrHErABLE. 'so,�•• s 30 � ''tu�; DESIGN PRESSURE TABLES J ROSOWSKI 2-ANCHOR 4)'1/4.12-1/4•AND'1/3-1/3113'INDICATE THAT �t�sS.FCORIDA,-••G�=�� �71� DRNE Title: Date: THOSE STANDARD SASH CONFIGURATIONS FALL CLUSTER DETAIL WITHIN I UIMN.CUBTOWIDTHR NGEITES INNTT EOADJACENT ��,�oNAL1EN•�� �4 �06�00,71t17I E9 Na HORIZONTAL ROLLER-NI 05/15/15 STANDARD SASH CONFIGURATIONS FALL WITHIN 'WKIBRIESERVED Sarias/Mudd: S=AL Skeet• Oroaiiry Na RA: THE RANGE A LYNN MILLER,P.E CERT.OFAUTH.929298 HR-5410 NTS 6 OF 15 MD-HR5410-01 B P.EJI58705 TABLE 8: Glass Type TABLE 10: 1 Sash Sash Design Pressure(ibslfe)for XOX Windows Glass Types Rant awl Co dgura ion Width 1.4 Design Pressure(lbstftt)forXO or OX Windows Range On) Window Buck Height Relm.Laval Window Buck Height R3 10• 36' 48- 54' 1. R3 30' 36' 48' S4" 63" 35-1/4' Y-Y-Y 11.391•11.391 +65.0 400.0 +65.0 -100.0 +65.0 -100A +85.0 -100.0 +65.1 -93.0 25.112" +65.0 400.0 1+65.0 -100.1) +65.0 .100.0 +660 400.0 485.0 -100.0 38' Y-Y-Y 12.305.12308 +65.0 tI00.0 +65.0 -100.0 +65.0 .100.0 +85.0 -100.0 +65.0 -IGO.D 28' +65.0 .100.0 +65.0 -100,0 +65.0 A00.0 +65.0 .100.0 +65.0 -100-0 y-Y-y. 11.391-13.397 +65.0 -100.0 +65.0 •100.0 +65.0 •89.0 +no -77.9 +85.0 -69.5 Ty 45.118' 36• +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 -85.4 -Y-Y 13.396-14.683 +65.0 -100.0 +65.0 -100.0 +65.0 .100.0 +65.0 •100.0 +65.0 -96.6 4Y +85.0 -100.0 +65.0 •t00.D +65.0 A7.7 r660 �1.4 +65.0 -74.1 47�4' y-Y-y f 1.391-!.207 +66.0 -100.0 +65.0 -1 a +65.0 -85.6 +65.0 -72.2 +69.8 -59.6 �, +65.0 -100.0 +65.0 -100.0 +65.0 -85.9 +MO -72.6 +60.9 -6i0.9 Y-Y-Y 12.298-15.658 +65.0 -100,0 +65.0 -t00.D +e5.0 -87.2 +66.0 -74.9 +65.0 -85.8 6D' +65.0 -100.0 +65.0 -100.0 +65.0 -83.5 465.0 -70,8 +58.7 -56.7 Custom 11.391.12ole +65.0 -100.0 +55.0 -100.0 +85,0 •84.4 !86.0 71.8 +56.3 -66.3 76• +66.0 -100.0 +85.0 -9d.9 +66.0 728 +62B 52.8 +50.0 50.0 52-1/8' y-h% 12017-13.397 +65,0 400.0 +650 -1 DOA +65.0 -85.0 +65.0 -71.8 +56.1 58.1 SEE TABLE 15 FOR ANCHORAGE m Y-Y-Y 13.398-17.016 +65.0 -100.0 +e5.0 -100.0 +85.0 -85.4 +66,0 -72.0 468,7 58.7 Custom 11.391-13.397 +85.0 -100.D +65,0 -98.9 +65.0 -73.9 +65.0 -68.6 +65.9 -55.9 p 60' y-Y-y 13.396-15.360 465.0 -100.0 +65.0 -100.0 +65.0 -ne +65.0 -70.7 +67.6 -57.6 HEADER Y-%-Ya 15.301-10.641 +65.0 -100.0 +65,0 .100.0 +65.0 -84.5 +65.0 -71.8 +6e,3 56.3 75' y-Y,'y 17.141-19.110 +65.0 -100.0 +65.0 -89.3 +MO S68 +64.4 -81A +525 .526 Y-Y-Y 119.111-24.041 +85.0 -100.0 +65.0 .88.1 +65.0 74.5 +65,0 -67.2 1+56.1 .561 Y_Y_Y 27.641-32516 +65.0 -100.0 +65.0 -89.3 +65.0 -68.8 +61A -61.4 +525 -525 Custom 32517-39.641 +fi5.0 -400.0 +650 S1.3 +65.0 70,0 +63.0 -63.0 +53.7 53.7 SECTION DETAIL FOR WINDOWS WITH O 22 12D' +y_){_Y •• -39.641 *fis.0 -100.0 +sS.D -esa +ss.D {5.e +61.4 eta +so.o 50,0 LEVEL R3 REINFORCEMENT "MIN.SASH SIZE=WINDOW WIDTH•40.72 SEE TABLE 17 FOR ANCHORAGE TABLE 8: 2 (REINFORC IN SASH FIGURESMENTS LL APPLY TO ALL HEIGHT Gtass Types FRAME TYPES 8 2-4 Sash Sash Design Pressure Qbsif?)for XOX Windows CONFIGURATIONS)Wid O O 22 Rainf.Level ConAgurellon RarW(in) Window Buck Height RJ 130" 36' 48' 1 54' 63" 35.114" Y-Y-Y 11-391-11.391 +65.0 400.0 +65.0 .100.0 +65.0 .100.0 +85.0 -100.0 +65.0 .100.0 38, Y-Y,% 12.308-12.308 +65.0 .100.0 +65.0 -100.0 +65.0 -10D.0 .85.0 -100.0 +650 -100.0 yY_)" 4S7/8' _ 11.391-13.397 +65.0 -100.0 +65.0 A00.0 +66.0 •100.0 +e5.0 -100.0 +65.0 -97.9 � SILL Y-Y-Y 13.398-144683 +85.0 -1DO.0 +65.0 -100.0 +65.0 -100,0 +65.0 •10D.0 +65.0 -1D0.0 47.3/4° yY-y 11.391-IZ297 +65.0 -100.0 +65.0 4001) +65.0 .100.0 .85.0 .100.0 +65.0 -95.2 Ys-Y-Y 12.298-15.558 +65.0 -100.0 +95.0 .100.0 +65.0 .100.0 +85.0 -100.0 +e5.0 -91.2 Custom 11.391-12016 +MO -100.0 +66.0 •100.0 +65.0 -100.0 +65.0 -100.0 +650 -88.5 SASH WIDTH 52.1/8' y- y 112.017-13.397 +65.0 -100.0 +65.0 .100.0 +86.0 •100.0 +85.0 400.0 +65.0 -97.5 Ys-Y-Y 113.398-17.016 +65.0 -100.0 +85.0 .100.0 +65.0 -100.0 +85.0 -100.0 +65.0 •84.8 MEETING RAIL Custom 11.391-13.397 +65.0 20.0 +15.0 -100.0 +65.0 -100.0 +e5.o -94.6 +65.0 -77.0 m 60" 13.398•15.360 +65:0 -100.0 +850 -100.0 +65.0 .100.0 +65.0 .84.9 +65.0 -71.7 p Q 2b y-Y-Y 15.381•19.641 +85.0 .100.0 +65.0 -100.0 +65.0 -100.0 +65.0 52.1 1+SSG 1 •75.7 2 22 o Custom 11.391-13.397 +65.0 -100.0 +65.0 •100.0 +65.0 -94.4 +e5.0 5e.8 1+65e .68.7 JAMS Ex11r-xlon 1. y_Y-y 13.398-19.11D +65.0 -100.0 +65.0 -100,0 +65.0 .07.3 +65.0 .80.4 1+63.8 .63.0 PRODUCT REVISED Ys-Y-Y 19.111-24.641 +65.0 -100.0 +65.0 -100.0 +65.0 -94.1 +65.0 -79A +64.3 .64.3 as complying with the Florida Building Code Custom 17.641-19.397 +65.0 -100.0 +65.0 1 •90.4 1+65.0 -82.8 +65.0 -76.6 +60,9 .60.9 NOA-No. 17-0411.09 88' y-Y-Y. 19.398-24.360 tO +65,0 -97.4 +65.0 -87.8 +65.0 -74.2 +575 57.5 111111/ � Y LYN v// Revised W. Date: Rev/sion: Expiration Date 09/24/2020 Y -Y 2t.361-31.641 +e5,0 -100,0 +85.0 A5A +85.0 .69.9 +55.2 -15.2 �� �Q •.N4 /1JR 03/27/17 NO CHANGES THIS SHEET. 29,841-32616 +65,0 410.4 +65.0 .82.8 +650 .68.6 +52.7 -52.7 t • {,10ENSF'•/�l By120" Q';' •lC Revised By: Doty Revision: Miami-Da Product Controly-Y-Y 32,bfe-39.641 +66.0 -100.0 +85.0 -81.4 +65.0 65.6 +60.6 {0,5 :�No.5870s140" Custom 38.641 .85.0 .90.4 1+65.0 1 51.4 +660 .65.0 +50,0 50.0 *^. WINDOW WIDTH-60.72 SEE TABLE 18 FOR ANCHORAGE -'Q - t9 Desdiption: Drc�n By: "MIN.SASH SIZE= DESIGN PRESSURE TABLES J ROSOWSKI NOTES: �dT' TE� ••�� 1070 TECHNOLOGY DRIVE 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. �/ Tifie: Data 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4).SASH SIZE IS AS PER THE FIGURE ids-'•FtORiDA..•' ,\[�� N.VENICE,FL34275 4)1O/4-12ES NOT AND��OWN,3-1 ROU1131 ND UP TO THE THAT H09EAVAILABLE WIDTH STANDARDSASH OR HEONR IGHT DIMENSION FALLWITHIN ON THE HWIDTH RANGE ,�/ �1NA�L1 ENG`�� (B4 0,161113 HORIZONTAL ROLLER-NI 05/15/15 IN THE ADJACENT COLUMN.'CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. A.LYNN MILLER,P.E �•RIGIMI 6RVFA SeAesH R-h. Sods: Sheet f7MD No. Rer. P.E1i 56705 cFAT_oFAtrnt t�9z9s HR-5410 NTS 7 OF 15 MD-HR5410-01 B i TABLE 11: Glass Types 2-4 9 Desi nPressure I Ibslitz fora or OX Windows Reint Weal Window Buck He�M R4 36• 48" 54' 03" 1 72" 25-1/2' +65.0 -130.0 .65.0 .130.0 +d5.0 .130.0 .65.0 .130.0 +650 430.0 5 28- +65.0 430.0 +650 .130.0 +65.0 .130.0 +65.0 .130.0 .65.0 -130.0 36' +65.0 -130.0 +65.0 .130.0 +65.0 .130.0 +65.0 -130.0 +65.0 -123.3 m 4Y +6.0 A30.0 +6SO -130.0 +55.0 -130.0 .65.0 .126.6 +65.0 7108.2 0 48' +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +155.0 -114.2 +65.0 •97.1 HEADER S3 60" +65.0 .130.0 +650 -130.0 +6&0 -1126 +65.0 -94.1 +65.0 .81.7 75" +65.0 -130.0 +650 .119.3 +65.0 -104.0 +65.0 -84.2 +65.0 -70,0 SEE TABLE 16 FOR ANCHORAGE SECTION DETAIL TABLE 12: FOR WINDOWS WITH 23 Glase Types LEVEL R4 REINFORCEMENT Sash Design Pressure bs/it forXOX Windows SASH 2-4 Sash 9 (f (REINFORCEMENTS SHOWN Width IN FIGURES APPLY TO ALL HEIGHT Rein!Le1el ConA9ur.0on Range On) Window Buck Height FRAME TYPES& .R4 30" 36• 46• 54' 6.1• CONFIGURATIONS) a O 35 -11,V yi-�s-Y 11.391 11.391 +650 -130.0 65+65.0 -130.0 + .0 -130.0 115.0 -130 85..0 + 0 •130.0 23 12.308-12,308 +65.0 -110.1 +15.0 -130.0 +15.0 -130,0 +65.0 -130.0 +65.0 .130.0 45.118" %-'Y-y 11.391-13.387 +85.0 -130.0 +65.0 -130.0 +65.0 -130.0 +85.0 -130.0 +65.0 -130.0 %s%-3i 113.398-14.683 +65.0 -130.0 +65.0 .130.0 +65.0 .130.0 +65.0 .130.0 +65.0 -130.0 4714' y=h-� 11.391-12.297 +6&0 .130.0 -65.0 .130.0 +65.0- .130.0 +65.0 -130.0 .65.0 4MI? q SILL 12298-15558 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +86,0 -130.0 +85.0 -127.T Custom 11.391-17 016 +85.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -116.2 +65.0 -982 a 52-118' - -}l 12.017-13.397 +6&0 -130.D +65.0 -130.0 +65.0 -130.0 +65.0 -121.3 +65.0 -104.3 g - � 13.398-V.016 +65.0 -130.0 +65,0 -130.0 +65.0 1-130.0 +e5.0 -130.0 +65.0 -118.7 SASH WIDTH Custom 11.391-13.397 +65.0 -130.0 +65.0 .130.0 +65.0 -120.4 +65.0 -104.8 +65.0 -86.2 m 60' )i-}S-Y4 13.398-15.360 +65.0 -130.0 +BS.O -130.0 +65.0 -127.2k+65.01 -106,2 +65.0 -88.2 0 0 }$-)Ie-'/3 15.361-19.641 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 -116.4 +fi5.0 -98.5 MEETING RAIL Custom 11.391-13.397 +85.0 419.7 +65.0 -109.6 +65.0 -04.4 -86.8 +65.0 -75.2 Q 26 1. 1a398-19.110 +65.0 430.0 +65.0 -121.2 +65.0 -1022 -91.7 +65.0 .79.3 19.111-24.641 +65.0 430.0 +65.0 -13a0 +65.0 -121.1 -105.2 +65.0 -88A 23 23 0 Custom 17.641-19.397 +65.0 .100.0 +65.0 -90.4 +65.0 .82.8 -76.6 +65,0• -57.3' '�S f o 86' 4 _X/ 19.388-24.380 +65.D -106.9 +65.0 -97.4 *55.0 -87.0 -80.2 +65,0 -70.424.361-31.641 +65.0 .130.0 +65.0 .124.2 +85.0 -103.8 . -027 +6&0 -77.3 29.641-32515 +65.0 -100.0 +65.0 1 -80.4 +65.0 432.8 +85.0 -75.8 +65.0• -67.3• 120° + 32518-39.641 +65.0 -111.e +85.0 -103.0 +65.0 4)0.6 +65.0 .83,4 +65.0 -70.7 140° Custom •• -39.641 +65.0 .100.0 +ma •80.4 +65,0 828 +65.0 •75.6 +65.0• £/.3• •+65/-70 FOR GLASS TYPES 2 8 4 SEE TABLE 19 FOR ANCHORAGE - PRODUCT REVISED as WINDOW WIDTH-60.72 Building complying withthe Florida "MIN.SASH SIZE- 2 , NOA-No. 17-0411.09 `1111111/i// R.Need Ry: Gate: RertXon: Expiration Date,09124/2020 ".0....NN'�i°',� JR 03/27H7 NO CHANGES THIS SHEET. gy :.• �ICENS�c'•.l(F Miaml-Uad rotluct Control •'.� ReHeed W. Dote: Ravblon: * No,58705 • * Drove fay: _ ® DwuJption.- �o'., �31 1�;'�1 DESIGN PRESSURE TABLES J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. ��' F F = �/ 1070 TECHNOLOGY DRIVE n�: Deb: _ •'•.,CORIDA.•' N.VENICE,FL 342M -E SHEETS 3)FOR SIZES NOTIONS ARE BUCK V41DTH AND BUCK SHOW ROUND UP TO THE NEXTAVVAILAGHTBLE WIDTH OR EIGHT DIMENSIONSHOWNON THE TABLE. ��' ONAL.rGNG`�\` COPYR[ture�Par tND1ETRUM W. HORIZONTAL ROLLER-NI 05/15/15 4)•114-112-1/4'AND-113-1/3-1/3'INDIOATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH W10TH RANGE r/ll l lilt"1 µLp Sed-/Abdul: Sco1e: 5>✓e.t D+vv1=HR R°r"•IN THE ADJACENT COLUMN.'CUSTOM•INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. A•LYNN ROLLER,P.E, cERT OFAIJTH$29288 HR-5410 NTS 8 OF 15 M410-01 B PF1l6870.5 TABLE 13: Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C, Anchor I Anchor 1-4 sash Spacing for"Integral- Group E Group F 30"Height 36"Height 48"Height J22 eight 30'Height 36"Height 46°Height 54"Height Fln"installation Width 2.5" 4" Head E Head E Head a Head Head E Head E Head E Relnt Level On) m m j m m m $SIII $Sill &SIII -r l t &Sill &SIII -� &Sill &SIII R1 PRODUCT REVISED Anchor Group A Anchor Group C GUIDE TO USING ANCHOR QUANTITY TABLES as comp Ming with the Florida 25-112" 12147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 NOA-Ng e FOR OX WINDOWS(XO SIMILAR): Noa�re. 17-0411.09 28" 13,397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ANCHOR QUANTITY Expiration Date 0 912 4/2 0 2 0 x 35' 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 PERJAMB sy m42' 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 Mlam a Product Control z HEAD AND SILL ANCHOR QUANTITY: 8 48' 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 (2)ANCHORS AT THE FMD SECTION 60° 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+02+2 3 +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL ADDED NOTE TO ANCHOR +(2)ANCHORS AT THE SASH > 75' 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 TOTAL OF 7 ANCHORS AT THE HEAD AND 7 ANCHORS AT THE SILL. c QTY.TABLES. Anchor Group B Anchor Group D . SEE ELEVATION,SHEET 1 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3' 1 3 1+C2+1 2 1+CZ+1 3 1+C2+1 3 1+C2+1 3 Q r Y lb 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEETi E CLUSTER DETAILS,SHEET 6 W 36° 17.397 1+C21-1 2 1+C2+1 3 1+C2+1 3 1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 a o o 0 'r m 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+C2+1 3 f SEE ELEVATION, p o W .°I°a CD Q -q 48' 1.0 23.397 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 O X SHEEr1 C9 N I w 60" 29.397 2+C2+2 2 2+C2+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, /SEE — —/ U 4" F Js = 75' 36.897 2+C2+2 2 2+C2+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 SHEET 1 MEETING RAIL Z LL'o R S2 uYO1a ❑ SEE TABLE 6 FOR DESIGN PRESSURE REPEAT ANCHOR PATTERN AT SILL 2 itj 7 0� j TABLE 14: W— FOR XOX WINDOWS: o w °a m z eMo Glass Types Anchor Quantifies for XO or OX Windows ANCHOR QUANTITY ,�2i a Q i rn { 1-4 PER JAMB z Sash 30°Height 36'Height 48°Height 54'Height 30°He)ght 36'Height 48'Height 54"Height W LL. Width Head Head Head Head E Head E Head E Head Head HEAD AND SILL ANCHOR QuavnTY: J •O In 1+C3+2+C3+1 4 1 ANCHOR AT THE SASH J Q) Reint Le%el C) m m m m m �A t) $SIII -� &SIII .� &SIII .� &SIII &Sill -a $SIII ...a .&SIII $SIII r A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL z iaays Anchor Group A Anchor Group C +(2)ANCHORS AT THE FIXED SECTION +A.CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL J ram- 25-1/2" 12.147 1+C2+1 2 1+C2+1 31 1+C2+1 3 1+02+1 3 +(1)ANCHOR AT THE SASH F z T 28° 13.397 1+C2+1 2 1+C2+1 3 1+02+1 3 1+02+1 3 TOTAL OF IO ANCHORS AT THE HEAD AND IOANCHORS AT THE SILL. z TIES 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 O N SEE ELEVATION,SHEET 1 Z 'C 42" 20.397 NOtAIIDWed 1+C2+1 2 1+C2+1 3 j 3 1+02+1 3 U � rn m SEE ELEVATION,SHEET 1 W Z O 0 48" 23.397 1+C2+1 2 1+C2+1 3 3 t+C2+1 3 SEE ELEVATION,SHEET Q = _ a �_- 60" 29.397 2+C2+2 2 2+C2+2 3 3 2+C2+2 3 —� 75- 36.897 2+C2+2 2 2+C2+2 3 3 2+C2+2 31 SEE ELEVATION, ``1 t I I I ...... .r r AAr� Anchor Group B Anchor Group D / X / O X SHEET 1 `�.�N�1yy LYNV ,", SEE / `���.•'•�,ICENS�' 1(�25-1/2" 12.147' 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 ELEVATION, Q ; t SHEETI SEE CLUSTER 45 28' 13.397 1+C2+1 2 1+C2+1 3 1+02+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 T MEETING RAIL No.5B705 r DETAILS. >t' 36" 17.397 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 REPEAT ANCHOR PATTERN AT SILL SHEETS 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+C2+1 3 -70'• a� �� I 0�0 NOTES: = S 48' 23.397 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 1)FRAME DIMENSIONS ARE BUCK WIDTH ��� 60' 29.397 2+C2+2 2 2+C2+2 3 2+02+2. 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Max.Anchor O.C. Anchor AND BUCK IS ASP R(SEE SHEETS3d). FS. '•.OR..... ' Spacing for"Integral- Grou F SASH SIZE IS AS PER THE ON S� P , 75" 36.897 2+C2+2 2 2+C2+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 Fin"Installation 4" 2)FORSI— SHEETS zeS NOT SHOWN,ROUND UPTO AAArlllll���� SEE TABLE 7 FOR DESIGN PRESSURE THE NEXT AVAILABLE W13TH OR HEIGHT A LYNN MILLER,P.E. I MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. DIMENSION SHOWN ON THETABLE. P.E.N 58705 I TABLE 15: Glass Types Anchor Quantities forXO or OX Windows Max.AnchorO.C. 1-4 sash Spacing for"Integral- Sash Height 36"Height 48"Height 54"Heigh[ 63"Height 30'Height 36'Height 48"Height 5V Height 63"Height Fin"Installation Width Head Head Head Head Head a Head Head Head Head E Head Anchor Anchor Reinf.Level (n) &Sill &Sill &SIII W &Sill 0 &Sill m &Sill m 8 Sill Q 8 Sill m &Sill m &Sill R3 '� -i Group E Group F Anchor Group A Anchor Group C 2.5" 4" PRODUCT REVISED 251/2' 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+C2+1 4 1+C2+1 4 1+C2+1 4 D"1lding as comp Ina with the Florida odo NOTES: NOA-No. 97-0411.09 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1' 4 1+C2+1 4 1+C3+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1)FRAME DIMENSIONS ARE BUCK 36' 17.397' 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 WIDTH AND BUCK HEIGHT(SEE Expiration Date 09/24/2020 �e SHEETS 3-4).SASH SIZE IS AS PER THE m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 FIGURES ON SHEETS6.8. ay BAiaml-D)r a Product Control 48" 23.397 1+C2+1 2 1+C2+1 3 1+G2+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 2)FOR SIZES NOT SHOWN,ROUND UP 60" 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 '2+C3+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 TO THE NEXT AVAILABLE WIDTH OR m HEIGHT DIMENSION SHOWN ON THE ADDED NOTE TO ANCHOR 75" 36.897 2+C2+2 121 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C3+2 4 1 2+C2+2 121 2+C2+2 13 2+C2+2 4 2+C2+2 41 2+C2+2 4 TABLE. QTY.TABLES. Anchor Group B Anchor Group 0 3)SEE SHEETS FORA GUIDE TO USING 25-1/2" 12.147 1+C2+1 2 1+C2+1 31 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 THESErABLEs. to Y 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+C2+1 141 1+C2+1 4 1+02+1 4 4)"1/4-1/2-1/4"AND"1/3-1/3.1/3" z ip '"aa 36" 17.397 1+C2+1 2 1+C2+1 3 1+02+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 q INDICATE THAT THOSE STANDARD w SASH CONFIGURATIONS FALL WITHIN W lf) O O 42" 20.397 1+C2+1 2 1+�+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 THE SASH WIDTH RANGE INTHE � N'w C, CO p m ADJACENT COLUMN."CUSTOM" oo: "ice 0. 48" 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+C2+1 4 INDICATES THAT NO STANDARD SASH }n z}yj Q' LO v CONFIGURATIONS FALL WITHIN THE C7 N 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+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 RANGE O� a w _ 75' 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+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 Z LL N sV~ uwoa SEE TABLE 10 FOR DESIGN PRESSURE =L 0 TABLE i6: LU U o x¢ Lu _ "oN Max.Anchor O.C. I-Z �' _J DMa Glass types Anchor Quantities for XO or OX Windows o w� � m Z In Spacing for o> a 2-4 Sash 30'Height 36°Height 48"Height 54"Height 63"Height 72"Height 30"Height 36'Helghi 48"Heigh[ 54"Height 63"Height 72°Height "Integral-Fin" z a'' �' ~ W D- Relnf.Level Qin Head Head Head - Head � Head Head E Head Head E Head dth Head Head Head p � Oo &Sill , &Sill °, &Sill ' &Sill &Sill 0, &SIII f0, &SIII s°, &Sill &SIII , &Slll °, &Sill 19, &Sill ' Anchor Group F O r R4 Z iaays Anchor Group A Anchor Group C 3.1" 0�0 o Q In 25-1/2" 12.147 1+C2+1 2 1+02+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+04+1 5 Z 28' 13.397 1+G2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 5 1+C4+1 5 Q a Z zi S 36° 17.397 1+G2+1 2 1+C2+1 3 1+C4+1 4 1+C4+1 5 1+C4+1 5 0 42' 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+C4+1 4 1+04+1 5 1+C4+1 5 it U � 48" 23.397 1+C2+1 2 1+C3+1 3 1+C4+1 4 1+G4+1 5 1+C4+1 5 Q _ 60' 29.397 2+C2+2 2 2+C3+2 3 2+C4+2 4 2+C4+2 5 2+C4+2 5 and Ana sauas 75" 36.897 2+C2+2 2 2+C3+2 13111 2+C4+2 4 2+G4+2 5 2+C4+2 5 `NO, Anchor Group B Anchor Group D `.``�.Q�Y•LYN!vy��'�i� 25112" 12147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+G4+1 5 1+C2+1 2 i+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 Pa:•' OtcENSF.,��� v 28" 13.397 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+C2+1 21 1+C2+1 13 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 * No.58705 •� I 36" 17.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+04+1 4 1+C4+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 = /� -V e 7 m 42" 20.397 1+G2+1 2 1+C2+1 3 1+C3+1 4 1+04+1 4 1+C4+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C4+1 4 1+G4+1 5 1+C4+1 5 ��0 Ate) 1 C :' 48' 23.397 1+C2+.1 2 1+C3+1 3 1+C4+1 4 1+C4+1 4 1+C4+1 5 1+04+1 5 1+C2+1 2 1+C3+1 13 1+C4+1 4 1+C4+1 4 1+64+1 5 1+C4+1 5 '�F ' FtoR1oP..• ��� 60" 29.397 2+C2+2 2 2+C3+2 3 2+C4+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 3 2+C2+2 2 2+C3+2 3 2+C4+2 4 2+C4+2 4 2+G4+2 5 2+C4+2 5 'ii;ONAL�N0% 75" 36.897 2+C2+2 2 2+03+2 3 2+C4+2 4 2+G4+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C3+2 2+C4+2 4 2+C4+2 4 2+C4+2 5 2+04+2 5 rr�/illlttL� SEE TABLE 11 FOR DESIGN PRESSURE 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.E458705 j i TABLE 17: Glass Type Anchor Quantities for XOX Windows 1 Sash Sash 2V Height 3W Height 36'Height 48-Height 54-Height BY Height 24'Wight3T Height 36"Haight 41r Height 54"Height BY Height Conliguratlon Wrclth Reinf.Le1ei Range Pn) Head&Sill Head&Sill Head&Sill Head&SVI Head&SIII Head&5111 (a Head&SIg Head&Sill Head&SVI Head&Sill Head&SIV Head&Sig PRODUCT REVISED Anchor Group A Aneher Group C Building Iy1ng with the Florida 36-IW )6-}S-%. 11.391-11.391 1+02+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 q 1+C2+0+C2+1 4 1+C2+p+C2+1 4 HCZ+O+C2+1 2 1+C2+O+G2+1 2 1+C2+ptC2+1 3 1+C2+p+C2+1 4 1+C2+O+C2+1 4 1+C2+p+C2+1 4 NOA-No.Codd 17-0411.09 38' Y3-%-% 12.308-12308 1+C2+0+C2+1 2 1+C2+0+02+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 t+C2+0+C2+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4 1 1+C2+0+02+1 4 1+C3+0+C3+1 4 Expiration Data Q912412020 45•1/6" %-j4-Y 11.391-13.397 1+C2+0+C2+1 2 1+C2+Q+C2+t 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+03+1 4 i+C3+O+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+02+1 3 1+C3+D+q+1 4 1+03+0+C3+1 4 1+C3+0+C3+1 4 gy X-Y K 13.398-14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C3+0+C3+1 4 t+C3+0+C3+1 4 1+C3+0+C3+1 4 i+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+q+1 4 1+C3+0+C3+1 4 1+C3+D+C3+1 4 Miami. Product Control 47-314' Y4-}4-y 11.391-12.297 1tC1+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+02+1 3 1+CO+OHM+1 4 1+q+0+C3+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 14C2+0+C2+1 3 1+C3+0+C3+1 4 1+gtO+C3+1 4 1+C3+D+C3+1 4 12.286-15.b58 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+02+1 3 1tp+p+C3+1 4 1+p+0+q+1 4 1+C3+O+q+1 4 1+C1+O+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+q+WC3+1 q 1+p+Wq+1 4 1+q+p+q+1 4 m ADDED NOTE TO ANCHOR Custom 11.391-12.018 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+02+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+Q2+1 2 1+C2+1+C2+1 2 1tC2+1+02+1 3 t+C2+1tC2+i 4 1+C2+1+02+1 4 1+C2+1+C2+1 4 z QTY.TABLES. 52-1/6" %-%-Y, 12.017-13.397 1+C2+0+C2+1 21+C2+0+C2+1 2 1+C3+0+03+1 3 1+q+o+q+1 4 1+C3+0+C3+1 4 1+q+0+q+1 4 1+C2+0+C2+1 2 1+C2+D+C2+1 21+q+o+q+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+O+C3+1 4 m -ya-Yi 13.39B-17.018 1+C2t0+G2+1 2 1+C2+0+C2t1 2 1+q+p+C3+1 3 1+C3+0+03+1 4 1+p+0+q+1 4 1+q+0+q+1 4 t+,+.C2+1 2 1+C2+O+C2+1 2 1+C3+O+q+1 3 1+C3+O+p+1 4 1+p+p+C3+1 4 1+C3+p+C3+1 4 Y m lr) Custom 11.391-13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+02+1 3 1+C2+2+C2+1 4 i+C3+2tC3+1 4 1+C3+1+C3+1 4 1+C2+2+02+1 2 1+C2+2+C2+1 2 1+02+2+02+1 3 1+C2+1+C2+1 4 1+p+1+C3+1 4kI+C3+l1 4 Z LO •nea 3 60' '/.-}f-� 13.398-15.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 31+C3+2+q+1 4 1+C3+t+q+1 4 1+p+1+p+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 41 4 WY3-%-% IS.M-19.641 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+03+0+q+1 4 1+C2+O+C2+1 2 1+C2+0+02+1 2 1+C3+D+C3+1 3 1+C3+0+C3+1 4 1+C3+O+q+1 41 4 W 11n U� O (n75° '/.-Y'-Y4 17.141-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+02+1 3 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C3+2+03+1 4 1+C2+2+C2+1 2 1+02+2+C2+1 2 i+02+2+C2+1 3 t+C2+1+C2+1 4 1+C3+1+C3+1 41 419.111-24.841 1+C2+ptC2+1 21+p+O+C3+1 21+p+0*p+1 3 t+q+0+q+1 4 1+Cq+0+C4+1 4 1+Gi+0+CA+1 4 1+C2+O+C2+1 2 1+p+O+C3+1 2 1+p+O+C3+1 3 1+C3+O+gt1 12+C3+0+C3+2 3+p+Cgt1 41 4 r 3NLO96' '%_'%_Ya 27.641-32.516 2+C2+2+C2+2 2 2+C2+2+C2+ 2 2+C2+2+C2+232+C3+2+C3+2 4 1+03+2+C3+1 4 1+q+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+1+p+1 +1+C3+1 4 +1 4 N Custom 32.617-39.641 2+C2+O+C2+2 22+C3+D+p+22 2+C3+0+C3+232+C3+OtC3+2 4 2+C3+O+p+2 4 2+G3+0+C3+2 4 2+C2+O+C2+2 2 2+C3+0+C3+ 2 2+C3+o+C3+2 3 2+03+O+C3+24 4 J ELJ o = ub-C 120" +/,_ -39.641 2+C2+2+C2+2 2 3+C2+2+C2+ 2 2+C2+2+C2+3 3 2tC3+2+C3+2 b 2+C3+2+C3+2 q 2+p+2+p+ 4 2+C2+2+C2+2 2 2+C2+2+C2+ 2 2+C2+2+C2+ 3 2+C3+2+C3+ 3+2+q+ 4 2+C3+2+q+2 4 Z U coo c+� „ Anchor Groups Anchor GroupD r)Uo ®Q W 35-IW y-Y% 11.301-11.391 1+C2+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+D+C2+1 4 1+02+0+C2+1 2 1+C2+D+C2+1 2 1+C2+p+C2+1 3 1+C2+p+C2+1 4 1+C2+D+C2+1 4 1+C2+0+C2+1 4 F LU ro m Z 0ma 38. %-Ye-% 12.308-12.308 1+C2+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+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+02+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+03+0+03+1 4 7,� a 11.391-13.397 1+C2+0+C2+1 2 1tC2+0+C2+1 2 1+C2tO+C2+1 3 1+C3+0+p+1 4 1+C3+O+C3+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+02+D+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 �Z v F— LL 45.1/8' IN 13.398-14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+q+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 i+C2+0+C2+1 2 1+C2+0+02+1 2 1+C2+0+C2+1 3 1+C3+O+C3+1 4 1+p+OtC3+1 4 1+C3+0+C3 4 J h'/a 11.391-12.297 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+q+0+q+1 4 1+C3+0+C3+1 4 1+C2+D+02+1 2 t+C2+D*C2+1 2 1+C2+0+C2+1 3 1+C3+O+C3+1 4 1+C3+D+p+1 4 t+C3+0+C3+1 4 J 47-3i4" z -7i-Y 12298-15.558 1+C2+0+p+1 2 1+C2+0+C2+1 2 1+C2+0+C2+i 31+C3+0+C3+1 4 1+C3+o+C3+1 4 i+C3+0+C3+1 4 1+C2+0+C2+1 21+C2*O+C2+1 21+C2+p+C2+1 3 1+q+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 ® N Z t Custom 11.391-12018 1+C2+1+C2+1 2 1tC2+1+C2+1 2 1+C2+1+C2+1 3 1t(x+1+C2+1 A 1+02+1+02+1 4 t+C2+1+C2+1 4 1+C2+1+C2+1 2 d1+02+2+C2+1 2+1 2]+C2+1+C2+t 3 1+C2+1+C2+1 4 1+C2+1+C2+1 q 1+C2+1tC2+1 4 °f+ J g 52-1l8" )i-Y=-% 12.017-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+q+p+p+1 3 1+q+p+C3+1 4 1+q+0+C3+1 4 i+q+0+C3+1 q 1+G2+p+C2+i 2 C2+1 2 1+q+0+p+1 3 1+C3+D+C3+1 4 1+C3+O+C3+1 4 Nq+0+p+1 4 z a ')a-Ys-Ya 13.398-17.018 1+C2+0+C2+1 21+C2+0+C2+1 2 1+p+p+p+1 31+q+p+p+1 4 1+q+p+q+1 4 1+q+0+C3+1 4 1+C2+0+C2t1 2 C2+1 21+C3+O+q+1 3 1+ptp+C3+1 4 1+p+0+gt1 4 1+q+O+C3+1 4 •¢ Z aioag m Custom 11.391-13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+02+2+C2+1 3 1+C2+1+02+1 4 1+C3+1+C3+1 4 1+C3+1+C3+1 4 1+C2+1+C2+1 2 C2+1 2 1+C2+2+C2+1 3 1+C2+1+C2+1 4 1+C3+1+C3+1 4 1+C3+1+C3+1 460" Y4-%-Ys 13.398-15.360 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+1+p+1 4 1+q+1+C3+1 4 1+C3+1+C3+1 4 1+C2+1+C2+1 2 C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 4 1+C3+1+Ca+t 4 1+C3+1+C3+1 4Lu-Ya-% 15.361-19.641 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C3+O+C3+1 3 1+C3+D+C3+1 4 1+C3+0+C3+1 4 1+C3+0+p+1 4 1+C2+0+C2+1 2 C2+1 2 1+C3+O+C3+1 3 1+C3+O+C3+1 4 1+03+0+C3+1 4 1+C3+WC3+1 4 v Q =75' %-%% 17.141-19.110 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C3+1+C3+1 4 1+C3+1+C3+1 4 1+C2+2+C2+1 2 2+1 2 1+C2+2+C2+1 3 1+C2+1+C2+1 4 1+C3+1+C3+1 4 1+p+1+C3+1 4Y%Y. 10.111-24.641 1+C2+D+C2+1 21+C3+0+C3+1 2 1+q+0+C3+1 3 1+q+O+q+1 4 1+C4+D+C4+1 4 1+C4+0+b4+1 4 1+C2+O+C2+1 2 +t 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+o+CA+1 4 Y%Y, 27.641-32.516 2+C2+2+q+2 2 2+C2+2+C2+22 1+C2+2+C2+2 3 t+p+2+C3+1 q 1+C3+1+C3+i 41+C3+1+C3+1 4 1+C2+2tC2+1 2 +1 2 1+C2+2 C2+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 4 i+q+1+C3+1 4 ��� �Ny LYNA, Custom 32517-39.611 2+C2+O+C2+2 2 2+C3+0+q+ 2 2+p+O+C3+2 3 2+C3+O+C3+2 4 2+C3+0+C3+2 4 2+C3+p+q+2 4 2+C2+O+C2+ 2 2+C3+0+C3+2 2 2+C3+O+p+ 3 2+C3+O+C3+2 4 2+q+0+C3+2 4 2+C3+O+C3+2 4 �IGEN SF•••�` 12V %%-% -39,641 2+C2+2+q+2 2 2+C2+2+C2+2 2 2+C2+2+C2+2 3 2+C3+2+03+2 4 2+C3+2+C3+2 4 2+p+2+q+2 4 2+C2t2+C2+ 2 2+C2+2+C2+ 2 2+C2+2+C2+ 3 2+C3+2+q+ 4 2+C3+2+C3+2 4 2+C3+2+q+2 4 SEE TABLE 8 FOR DESIGN PRESSURE * No.58705 "MIN.SASH SIZE WINDOW WIDTH-40.72 2 NOTES: MaX.Anchor O.C. Anchor Anchor 1 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. S acin For"Inte ral- Group E Group F 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4).SASH SIZE IS AS PER THE FIGURE. p g g 3)FOR SIZES NOTSHOWN,ROUND UPTOTHE NEXT AVAILABLE WIDTH OR HEIGHTDIMENSION SHOWN ON THETABLE. iC� •, ORION Fin"Installation 23° 4 j' �� CONFIGURATIONS EGE � E, ARSASHCONIGURTIONSFALLWITINTHHERAGPTHEADJACENiCOLUMNCUSTOM INDICATES �OI/g .�•• !!l1111111 ! A LYNN MILLER.P.E MINIMUM ANCHOR QUANTrTIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX O.C.SPACING SHOWN ON THE ELEVATIONS. REJP 58705 I i TABLE 18: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. Glare Types Anchor Quantities forXOX Windows 2 4 Sash Sash 24"HalgM 3T Height I 36'Height 1 48"Height 1 54"Height 63'Height 24"Height SO"Height 36'Helghl 48"Height 5V Height 63'Height Configuration Wldlh Rehlt Level Range(in) Head&SN � Head&S61 � Head&S01 � Head&SIII � Head&SIR I Head&Sill 9 Head&Sill ,� Head&SRI � Head&SIIt � Head&Sll 9 H d&S81 � Head&Sill fZi Anchor Group A Anchor Group C 351/4" %-r/s 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C241 2 1+C2+0+C2+1 3 1+C2+OrC2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+G+C2+1 2 1+C2+0+C2+1 2 1+C2+04C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 PRODUCT REVISED 38" %-Y3-K 12.308-12.308 1+C2+0+C2+1 21+C2+0+C2+1 2 i+C2+0+G2+1 3 1+C2+0+C2+1 41+C2+0+C241 41+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+D+C2+1 21+C2+0+C2+1 31+C2+0+C2+1 4 1+C2+0+C2+1 41+p+p+p+1 4 as eomPlyin ewith tho Florida Building Cod 4S1/B" Y%-Y4 11.391-13.397 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+p+0+C3+1 4 1+q+0+C3+1 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+q+D+C3+1 4 1+C3+0+C3+1 4 14C4+0+C4+1 4 NOA-Ma. 17-0411.09 %-y-% 13.398-14.683 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+D+C3+1 4 1+C3+0+C3+1 4 1+C3+O+C3+1 4 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+D+C2+1 3 1+C3+0+C3+1 4 1+03+0+C3+1 4 1+C3+0+C3*1 4 Expiration Date 09/24/2020 47-3/4" y-3i-y 11.391-12297 1+C2+0+C2+1 2 1+C2+0+C2+1 2 14C2+0+C2+1 3 1+C3+O+C3+1 4 1+C3+0+C3+1 4 1+C4+O+C4+1 4 1+C2+O+C2+1 2 1+C1+O+C2+1 2 1+C2+G+C2+1 3 1+p+0+C3+1 4 1+p+0+q+1 4 1+CA+OrCA+1 4 )i-�/i-� 12298-15.558 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C+1 4 1+C3+0+C3+1 4 1+p+0+C3+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+p+0+C3+1 4 1+C3+O+C3+1 4 1+C3+0+C3+1 4 BY llliami-Q de ProductControl Custom 11,391-12016 1+C2+0+C2+1 2 1+C2+04C2+1 2 1+C3+0+C3+1 3 1+p+0+p+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+p+0+C3+1 3 1+C3+0+C3+1 4 1+04+0+C4+1 4 1+C4+0+C4+1 4 52.1/8- Y-%-% 12.017-13.M7 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 31+C3+0+C3+1 4 1+C4+D+C4+1 4 1+CA+O+C4+1 4 1+C2+04C2+1 2 1+q+0+C2+1 2 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1+C3+3+C3+t 4 1+C3+3+p+1 4 1+C3+2+C3+1 4 naa 75' -}4=/ 133B0-19.110 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+C3+3+C3+1 4 1+C3+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+CZ+1 3 1+03+2+C3+1 4 1+C3+2+C3+1 4 1+C3+2+C3+1 4 lL ui h-�-'/a 19.111-24.641 1*C2+D+C2+1 2 1+p+0+p+1 2 1+p+O+p+1 3 1+C4+0+04+1 4 1+C4+O+C4+1 4 1+CA+O+C4+1 4 1+C2+0+C2+1 2 t+q+0+p+1 2 14q+04p+1 3 1+C4+D+C4+1 4 1+C4+0+C4+1 4 1+04+O+04+1 4 > o p Q O Custom 17.641-19.397 i+C244+C2+1 2 1+C2+4+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 4 1+C3+4+C3+1 4 1+C1+3+q+1 4 1+C2+3+C2+i 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+p+3+p+1 4 1+C3+3+q+1 4 1+C3+2+q+1 4 o of a1o0 0 so" Y%r-Y 19.398-24.360 1+C2+3+C2+1 2 1+C2+4+C2+1 2 1+C2+4+C2+1 3 1+p+4+p+1 4 1+C3+4+C3+1 4 1+C3+3+C3+1 4 1+C2+2+02+1 2 1+C2+3+C2+1 2 11C2+34C2+1 3 1+C3+3+q+1 4 1+C3+3+C3+1 4 1+C3+2+C3+1 4 } N %-Y-a 24.361-31.641 2+C2+3+C2+2 2 2+C2+3+C2+ 2 2+C2+3+C2+2 3 2+C3+3+p+ 4 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+CS+1 4 1+03+2+p+1 4 t~9 Y-Yz-y 29.641-32.515 2+C2+4+C2+2 2 2+C2+4+C2+2 2 2+C2+4+C2+2 3 2+C3+4+C3+2 4 2+c3+4+C3+2 4 2+C3+3+C3+2 4 2+C2+3+C2+2 2 2+C2+3+C2+ 2 2+C2+3+C2+ 3 2+C3+3+C3+2 4 2+C3+3+C3+2 4 2+C3+2+C9+ 4 U J p u O 120' -'/z-ya 32616-39.641 2+C2+3+C2+2 2 3+C2+4+C2+3 2 3+C2+4+C2+3 3 2+C3*4+C3+ 4 2+p+3+q+2 4 2+q+2rC3+2 4 2+C2+2+C2+ 2 2+txr3rC2+2 2 2+p+3+C2+2 3 Z+C3*3+q+2 4 2+p+2rp+ 4 2+p+2+q+2 4 X W ®� 140° Custom •' -39.641 +C2+4+C2+2 2 3+C2+4+C2r3 2 2+C2+4+C2+3 3 2+C3M+C3+ 4 2+p+4+C34 4 2+p+3+p+2 4 2+C2+3+C2+ 2 2+C2+3+C2+ 2 2+C2r3+C2+2 3 2+C3+3+C3+2 4 2+p+3+p+ 4 2tq+2+q+ 4 U U O i- Anchor Group B Anchor Group D Z•%• ¢ ,�_[ Om0 35-IW ys-r/s-% 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1rC2+0+C2+1 4 1+02+D+C2+1 4 14C2+O+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+D+C2+1 4 ti � a DO r _� 38" Ya-Y-% 12308-12308 1+C2+0*C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+02+1 4 1+p+0+pN 4 1+C1+04C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 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ST, F .'.(U NOTES: SEE TABLE 9FOR DESIGN PRESSURE i��s'•.F(ORIDP,.•-'•���� i 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. ••-• M..Anchor O.C.S pacing far Anchor Anchor ••MIN.SASH SIZE_VA NDOIN WIDTH-60.72 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 34).SASH SIZE IS AS PERTHE FIGURE. 7i7 JONAL tE 11�� p B Group E Gmrp F 2 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. "Intogral-Fin"Installation 2' 3 7• 4)"1/4.1/2-1/4'AND'113.1/3.1/3'INDICATE THAT THOSE 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. P.EJA 58705 TABLE 19: MINIMUM ANCHOR QUANTITIES SHOWN. ALL ANCHORAGE MUST ALSO COMPLY WITH THE MAX.O.C.SPACING SHOWN ON THE ELEVATIONS. Glass Types Anchor Quantities for XOX Windows 2 4 Sash Sash 24'Haight 30'Height 36°Height 4W Height I 54"HalgM OW Height 24"Height 30"Height 36'Height I 48'Height 1 54'Height I 63'H019M ConAlimlion NO@h ReinC Level Renp on) Head&Si0 Head&Si0 Head&SI6 Head&Sill Head 8 811 m Head&Sill Head&Sill Head 8 SIIII'l Heed 8 SillJAI Head&SAI Head&S61 m Head 8 Sill R4 Anchor Oroap A Anchor Group C 35-1/4" 35-Y.-A 11.391-11.391 1*C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+p+C2+i 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 PRODUCT REVISED 38° ''/s-%-% 12.308-12.308 1+C2+0+C2+1 2 1+q+0+C2+1 2 1+C2+0+C2+1 3 1+q+O+p+1 4 1+q+6+pN 4 1+qt0+q+1 4 as comp w[th tho Florida Butldtng CCoodde 11.391•13.397 1+C2+0+C2+1 2 1+C2+D+C2+1 2 1+C3+0+p+1 3 1+G+0+G+1 4 1+C4+0+C4+1 4 1+G+0+C4+1 4 NOA-No. 17-0411.09 -14.683 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C3+0+C3+1 3 1+C3+O+C3+1 4 1+p+0+C3+1 4 1+C3+O+C3+1 4 Expiratlon Date 09/24/2020 47�VV 3a-Y-y 11.301-12.297 [1+C2+0+C2+1 0+C2+1 2 1+C3+0+C3+1 2 1+03+0+C3+1 3 1+G+D+C4+1 4 1+C4+0+C4+1 4 1+G+0+G+1 4 %-%-% 12298-15.558 2 1+C3+0+C3+1 2 1+p+0+C3+1 3 1+C3+o+C3t1 4 1+q+0+C3+1 4 1+C3+o+p+1 4 13Mlornt a Product Control Custom 11.391-12.016 O+C2+1 2 1+C3+O+p+1 2 1+C3+0+C3+1 3 1+G+O+C4+1 4 1+C5+O+C6+1 4 1+C5+MC5+1 452-W Y4-%-y4 12.017-13.397 0+C2+1 21+C3+O+C3+1 2 1+C3+0+C3+1 3 1+G+0+G+1 4 1+CS+D+C5+1 4 1+C5+0+C5+1 41635-35% 13.398-17.016 0+C2+1 2 1+C3+0+C3+1 2 1+C3+D+C3+1 3 1+G+0+G+1 4 1+G+D+G+1 4 1+G+0+G+1 4F-_A-D.E.NOTE TO ANCHOR custom 11.391-13.397 2+C2+1 21+C2+2+C2+1 2 lap+2+q+1 3 1+G+2+GN 4 1+G+2+G+1 41 1+G+2+G+1 4 •TABLES. m 80° %.Y-y 13.398.15.360 Not Alowed 1+C2+2+C2+1 21+C2+2+C2+1 2 1+C3+2+C3+1 3 1+G+2+G+1 41+G+2+G+1 4 1+G+2+G+1 4 ''/a-3i-ys 15.361-19.641 1+C2+D+C2+1 2 t+C3+0+C3+1 2 1+G+O+G+1 3 1+CS+O+C5+1 4 1+CS+O+CS+1 4 1+C5+O+IS+1 4 Y m Custom 11.391-13.397 1+C2+3+C2+1 21+C2+3+C2+1 21+C3+3+C3+1 31+C4+4+G+1 41+C4+3+C4+14 1+04+3+G+1 4 z Co .gab 75' y,-%-/ 13.398-19.110 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+G+3+C4+1 4 1+G+3+G+1 4 1+014 2+0,1+1 4 �t1 w r- %-%-Y. 19.111-24.641 1+C3+D+p+1 2 1+G+o+C4+1 2 1+C4+0+04+1 3 1+C5+0+C5+1 4 1+C5+0+C5+1 4 1+CS+O+C5+1 4 7 y p O 0 O Custom 17.841-19.397 k2+C2+3+C2+2 1 2 1+C2+4+C2+1 2 1+C3+4+q+1 3 1+Cs3+4+Cq+1 4 1+G+4+G+1 4 1+G+3+G+1 4 o auo0 Q 98' y-yr-°/n 19.398-24.360 1 2 1+C2+3+C2+1 2 1+C3+4+C3+1 3 1+G+4+C4+1 4 1+G+3+G+1 4 1+G+3+C4+1 4 }n Z y LD 33-%-% 24.381-31.641 2 2+C2+3+C2+2 2 2+C3+3+C3+ 3 2+G+3+G+2 4 1+C4+2+G+1 4 t+C4+2+C4+t 4 N t9 W. -y 29.641-32.615 2 2+C2+4+CZ+2 2 2+C3+4+C3+ 3 2+G+4+C4+2 4 2+CA+4+G+2 4 2+G*3+C4+ 4 r120" %-y-ya 32.516-39,641 2 2+C2+3+C2+2 2 2+C3+4+C3+2 3 2+G+3+G+2 4 2+G+3+G+2 4 2+G+2+G+2 4 Z LL C N c014U' Custom "` -39.641 2 2+C2+4+C2+2 2 2+p+4+ C4+2 412+C4+3+C4+2 41 =W 6 {n UUo 1x¢ Anchor Group B Anchor Group D Z 1' J 8Mo 35-V4" X-Y,-Y. 11.391-11.391 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+q+0+02+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+D+C2+1 2 i+C2+0+C2+1 2 1+C2+O+C2+1 3 i+C2+0+C2+1 4 1+C2+0+C2+1 4 S+C2+0+C2+1 4 n tcy M z lt) 39" -3S-Ya 12.308-12.308 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+9+C2+1 3 1+C3+U+C3+1 4 1+C3+0+q+1 4 1+C3+0+p+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+q+0+C3+1 4 i+C3+0+C3+1 4 1+C3+0+C3+1 4 Z 46.1/B" %-y-� 11.391-13.397 1+CZ+D+CZ+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C4+0+G+1 4 1+G+0+G+1 4 1+G+0+G+1 4 1aC2+0+C2+1 21+C2+0+C2+1 2 1+C3+0+C3+1 31+G+O+G+1 4 1+C4+0+G+1 4 1+G+O+G+1 4 U J Q '�-ZA 13,398.14.683 1+C2.0+02+1 2 i+C2+0.122+1 2 1+q+D+C3+1 3 1+C3+D+p+1 4 i+C3+0+C3+1 4 1+q+0+q+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C3+O+C3+1 4 1+C3+O+C3+1 4 JQ co y-3i-3a 11.391-12.297 1+C2+0+C2+1 2 1+C3+0+C3+1 2 1+C3+0+C3+1 3 1+G+0+G+1 4 1+G+0+C4+1 4 1+G+0+04+1 4 1+C2+O+C2+1 2 1+C3+O+C3+1 2 1+C3+0.C3+1 3 1+C4+O+G+1 4 1+04+O+C4++1 4 1+G+O+G+1 4 is � 4T-Y4' Z' 7 U) �/-y-Y 12.298-15.558 1+C2+p+C2+1 21+C3+O+p+1 2 1+p+0+C3+1 3 1+q+O+p+1 4 1+p+0+pt1 41+C3+0+q+1 4 1+C2+O+C2+1 21+C3+0+q+1 2 t+q+p+q+t 3 1+q+0+p+1 4 1+q+0+q+1 4 t+q+p+p+1 4 ® m at (n Custom 11.391-12.016 1+C2+0+C2+1 2 1+C3+0+C3+1 2 1+C3+0+C3+1 3 1+C4+0+G+1 4 1+C5+0+C5+1 4 1+C5r0+05+1 4 1+C2+0+C2+1 2 1+C3+0+C3+1 2 1+p+0.03+1 3 1+G+0+G+1 4 1+C5+D+C5+1 4 1+C5+O+C5+1 4 Z) Q 52.1/8" Y_X-y 12.017-13.397 1+C2+0+C2+1 21+p+0+p+1 21+C3+O+q+1 3 1+CA+O+C4+1 4 1+C5+0+C5+1 4 1+C,5+0+C5+1 4 1+C2+0+C2+1 21+C3+0+C3+1 2 1+p+O+C3+1 3 1+G+O+G+1 4 1+CS+O+C5+1 4 1+CS+D+C5+1 4 Q ~ z Z al s 13,398-17.016 1+C2+O+C2+1 2 1+C3+0+C3+1 2 1+C3+O+C3+1 3 1+C4+0+C4+1 4EI-C4+O+r,4+1+1 4 1+G+0+04+1 4 1+C2+O+C2+1 2 1+p+O+p+1 2 1+C3+O+C3+1 3 1+C4+O+C4+1 4 1+G+0+CA+1 4 1+G+D+G+1 4 u Q Q O custom 11.391-13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C3+2+p+1 3 1+C4+2+G+1 4G+1 4 1+G+2+G+1 4 1+CL+2+C2+1 2 1+C2+2+C2+1 2 1+q+2+q+1 3 1+G+2+CA+1 4 1+C4+2+C4+1 4 1+G+2+C4+1 4 O f�60' %-yi-y4 13.398-15.360 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C3+2+C3+1 3 1+C4+2+G+1 4G+1 4 1+G+2+C4+1 4 1+C2+2+C2+1 21+C2+2+C2+1 2 1+C3+2+q+1 3 1+C4+2+G+1 4 i+C4+2+G+1 4/+G+1+G+1 4 0 Q2W %-%-% 15.301-19.641 1+C2+O+C2+1 2 1+C3+0+C3+1 2 1 MA+o C4+1 3 1+CS+O+C5+1 45+1 4 1+CS+O+C5+1 4 1+C2+0+C2+1 2 1+q+0+C3+1 2 1+G+0iC4+1 3 1+C5+0+CS+1 4 t+CS+D+GS+1 4 1+C5+O+p+1 4 Custom 11.391-13.397 t+Ct+3+C2+1 2 1+C2+3+C2+1 2 1+p+4+C3+1 3 1+C4+4+CA+1 4 +1 4 1+C4+3+04+1 4 1+C2+2+C2+1 2 1+C2+3+C2+t 2 t+p+3+p+1 3 1+G+3+G+1 4 1+G+3+G+1 4 t+C4+3+G+1 4 mu75' y4-%-y 13.398•19.110 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+C4+3+G+1 4 +14 1+G+2+G+1 4 1+C 2+2+C2+1 2 1+C2+3+C2+1 2 1+G3+3+C3+1 3 1+C4+3+(4+1 4 1+G+3+G+1 4 1+G+2+G+1 4 -Ys-Ys '19.111-24.641 1+C3+0+p+1 2 1+C4+0+G+1 2 1+G+O+C4+1 3 1+CS+O+C5+1 45+1 4 1+CS+O+C5+1 4 1+C3+D+q+1 2 1+G+O+G+1 2 1+G+O+G+1 3 1+C5+O+C5+1 4 t+C5+0+C5+1 4 1+C5+D+C5+1 4 \\\ Y LY/If�Custom 17.641-19.397 1+C2+3+C2+1 2 1+C2+4+C2+1 2 t+p+4+C3+1 3 1+G+5+G+1 4 +1 4 1+C4+4+C4+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+4+q+1 3 1+G+4+C4+1 4 1+G.4+G+1 4 t+C4+3+C4+1 4 `� -�`� •••'••'••• • �ICEN9F' 96' y-%-3a 19.398-24.360 1+C2+3+C2+1 2 1+C2+4+C2 1 2 1+_ 4+C3+1 3 1+C4+4+G+1 4 1+G+4+G+1 4 1+G+3+C4+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+G+4+C40 4 1+C4+3+G+1 4 f+G+3+G+1 4 Pa;• %-Y,-Y. 24.361-31.641 2+C2+3+C2+2 2 2+C2+3+C2+2 2M2+C3+3a+IC3+2.3 2+C4+3+G+ 4 2+G+3+G+2 4 1+CA+2+C4+1 4 2+C2+2+C2+ 2 2+C2+2+C2+2 2 2+C3+3tq+2 3 2+C4+3+04+2 4 1+G+Z+GM 4 1+C4+2+G1+1 4 -�, N0.58705120' 29.841-32,615 +C2+3+C2+2 2 2+C2+4+C2+2 23 2+G+6+G+2 4 2+Cq+4+Cq+2 4 2+G+3+C4+2 4 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+q+4+q+2 3 2+C4+4+G+2 4 2+G+3+C4+ 4 2+G+3+G+2 432.516-39.641 2+C2+3+C2+2 2 2+C2+4+C2+ 23 2+G+4+C4 42+G+3+ +2 4 2+G+3+G7+2 4 2tp+3+C2+2 2 2+C2++C2+2 2 2+C3+3+C3+2 3 2+G+3+G+ 4 2+G+3+Gt+ 4 2+G+2+G+2 4 140' Custom -39.641 2+C2+3+C2+2 2 2+C2+4+C2+2 23 2+G+4+G+ d 2+G+4+G+2 4 2+G7+3+CA+2 4 2+C2+3+C2t2 2 2+C2+3+C2+2 2 2+p+4+q+ 3 2+C4+4+G+2 4 2+G+3+C4+ 4 2+G+3+C4t2 4 FAQ � � =•[(/�� NOTES:' SEE TABLE 12 FOR DESIGN PRESSURE �51•'•�<ORIOP,.•' 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. �i,S/ "•' NG\\\ 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4).SASH SIZE IS AS PER THE FIGURE, r/, 1�1\\\ Max.Anchor O.C.Spacing for '4ixhor +•MIN.SASH SIZE=WINDOW WIDTH-60.72 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. Group I.: 2 4)-1/4-1/2-1/4-AND•1r3.113-1/3°INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A.LYNN MILLER,RE "Integral FI71"Installation 2 5. IN THE ADJACENT COLUMN.'CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E.#68705 i 'ABLE 20: 8III of Material 3500" 3.500' 3.500° --I 3.500" # Pelt# Description Material .osz• �f»- .os2' I --���-- .062 1 620121 Frame Head,Sill and Jambs-FlarGeJ-Channel PVC D 2 620122 Frame Head Sill and Jambs-Flange PVC 3 620123 Frame Head,Sill and Jambs-Fin PVC �❑ q 620124 Frame Head,Sill and Jambs•Equal Leg PVC �7DPVG 2.445° 1-1 2.445 2.445' 2.44513 620131 Fixedis hsert/Ttin1 Corer 8063 8 ❑❑❑� ❑❑� a❑�❑� L�o�ff��14 620131 Fixed Meeting Rel PVC PoI [� o Q 15 620158 Track Insert AI _!L (6-J p 161 620129 Sash Rail(Sides,Top&Bottom) PVC 625 J-CHANNEL .625" FLANGE FRAME FIN FRAME EQUAL LEG FRAME 19 620156 Pull Rail Interlock 6063 TB At 1 375 O FRAME HEAD,SILL O HEAD,SILL 8 1.37 O HEAD,SILL 8 4O HEAD,SILL& 20 620144 Pull Rail Interlock Cover PVC &JAMBS JAMBS JAMBS JAMBS 211 620160 Light Sash Reinforcement 6063 TB At 22 1 620151 Standard Sash Reinforcement 6083 T6 A] 1e72• 1.6aT 23 620162 HD Sash Reinforcement 6063 T6 Al 11 241 620153 Standard Meeting Rail Reinforcement 6005 T5 At 1,5o7" 1,43T (�- r 25 620164 HDMestingRallReinrorcement 8005T5AI I 2.10o' �{ 2.176" 1.630 28 620155 H.D.Hertz.Ruler Meeting Rail Reinforcement 8005 75 Ai o65 �r II 1.375" 28 61W Weatherstrip,.18T'x.270"Fin File .n2^ o G 7.020"ejl) _ ssD a71" 29 61719 Weatherstrip,.1ST'x.220"Poly Pile 065' 060 -� 070" 050° 30 #8 x 1"Ph.PH SDS(Warlock Mounting Screw) 41O SS -� 1.231" �- T t.00D^ 1►- 31 7BX312PPA #8x 3-112"Ph.PH SMS(Fired Meeting Rail Screw) 410 SS i3 ANTI-LIFT INSERT 14 FIXED 15 TRACK 16 SASH RAIL 19 LIFT RAIL 20 LIFT RAIL 32 &720193 Meeting Rail Screw Support Plate 6063 T6 At &TRIM COVER MEETING RAIL INSERT INTERLOCK INTERLOCK COVER 33Weep Hole Cover PVC 34Installation Screw Hole Plug PVC .300 316 -�{ •070'.060" 1.100" 37Auto Lock CSteal 864" 301" 750 .75a .715• 715 38Sweep Lock Cost Zinc u°° TTt LLLI 39Auto Lock CoverAssembly Cast Zinc40 #6x 1-118"Ph.FH SDS(Auto end Sweep Lock Screw) SS .025' -+ -� 035• -�1+ f �1 1'165• '060•0 J 41 720200 Auto and Sweep Lock Keeper Cast Zinc O I O ROLLED O EXTRUDED I O LIGHT sASH O STANDARD 73 IG BEAD 80 SCREEN FRAME 81 SCREEN FRAME 27 REINFORCEMENT 22 SASH 42 78Xi4PPA #9 x 3/4"PH.PH SDS(Keeper Screw) SS REINFORCEMENT 43 1 7612FPTX #a x 1!2'FPH TEK SS 44 1 Leadstile Top Comer Key Nylon .070'---11 1.182" f+- 1.182" F+- 451 Leadstile Bottom Comer Key Nylon -1-r-I 1.1sa• L �N •070" .094• 46 Lockable Top Como Key Nylon J� 070' 1.036• ]� 7s1" 1.L Lf tot 47 Locketile Bottom Comer Key Nylon .810° 48 720204 Wheel Nylon .130' lea" �- .150' �"{ 1.331" f*- _..� 1.340" 1+- --� 1.340" �- 73 620136 I.G.Bead PVC I HD SASH STANDARD HD MEETING HD HR MEETING PRODUCT REVISED 74 Backbedding,GE 7700 Or Dow 791 Silicone 23 REINFORCEMENT 2a MEETING RAIL 25 RAIL O RAIL as comp)ying with the Florida 75 7168415 Setting Block(718^x 2"x 1/8"),65+1-5 duro. EPDM REINFORCEMENT REINFORCEMENT REINFORCEMENT Building Code NOA-No. 17-0411.09 80 61011 Roll-formed Screen Alum 81 61012 Extruded Screen Frame Alum `��Vv NY LYN/y 7j�ii Revised W. Oota: R11.0 AN.E.TH.L H=. Ercplratlon D e09124l2020 82 Extruded Screen Spreader Bar Alum �� ��•" 41� �� JR 03/27/17 '� tDBNs By 83 47042W Screen Comer Key with Pull Ring PVC = F �� Reused W. Data: Ravlsron: M1am de r uc control 84 47041 WICKGLB IScreen Comer Key No Pull Ring PVC k No.58705 85 7CASPM ITansion Spring SS ;L : _ ® DaserlpRore Drawn es slalsca6 screen cloth Fiberglass 1 31 � �= WINDOW EXTRUSIONS&BOM J ROSOWSKI I 87 61635/61614 .140"Screen Spline(Machine/Hand Rolle Vinyl O T 1E !V. 1070TECHNOLOGY DRIVE: : Dote N.VENICE,F cCOR10P`.•' \�� L 34276 (941M8D lsoo HORIZONTAL ROLLER-NI 05/15/15 NOTES: 7/r70NAL1``v\� eo�W Po���' SWm�dd; Scale: Sheet lhavfny Na. R� 1)ITEMS#5-12.17,18,27,35.36&49-72 ARE NOTUSED AND ARE NOT PART OFTHIS APPROVAL A.L�i{�l H FR,P.E. HR-5410 NTS 14 OF 15 MD-HR5410-01 B 2)PVC BY ENERGI WINDOW AND DOOR PROFILES.LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. P.E#63705 CERT.OF AUTH,#29296 -i6 SASH TABLE 21: 44 ASSEMBLY Egress Lock Bill of Materiel MITERED FRAME WITH ® # Part# DeScttptlon INatellel 1 INTERIOR AND EXTERIOR DETAILS FRAME WELDS 100 7MC7024 Mufti-Point Lock Operator Cast ZJnC 16 42 10' ® 101 73340 OperatormourdingPlate Steel 31 102 72015 Mufti nt Lack Keeper Aluminum 1D3 720214 Muhipaimt Lock Guide Nylon 46 32 EXTERIOR ATTACHE RAIL 1D4 220217.221 Tie Bar(Length Varies) Stainless Steel 1 [� 105 71024X12HFX#10 z 1/7 HH MS Stainless Steel 73 X4 106 78MFPAX #8 z T'Ph.FH SMS Stalnless Steel j 107 78X75FPTX #e.3/4"Ph.FH SDS Sta mess Steel ATTACHED TO ® ' 103 ' 30 FRAME JAMB i EGRESS LOCK f 16 + 37 DETAILS t! 40 INOTTOSCALE 39 86 83 OR 84 87 OPT.AUTO LOCK ' 45 ��� PsRcomplyCng w�lEVh the Florida 20 ATTACHED TO W7M,, Building Code d FRAME JA NOA-No. 17-0411.09 Expiration Date 9/24/2020 42 101By 16 � 107 Miaml-0 not Con82 14OPT. X4 40 a1 OPT.47 SWEEP LOCK � ® ATTACHED TO ,• 42 1 FRAME JAMB 80 OR 81 15 1070 TECHNOLOGY DRIVE 1 MITERED FRAME WITH ® N.VENCE,FL 34275 INTERIOR AND EXTERIOR 100 (941)-480-1600 , FRAME WELDS 1 111 I I I l l y CERL OF AUTH. #29296 SCREENASSEMBLY �• `���ANY NN ���� RJR 03/27/17 RNOCH: \ �.�10EN@F�/� NO CHANOE9 THIS SHEET. DETAILS ` F�' , �1' Rev6ed ey, Dote: Revhkn: * No.58705 3 i 3 OOR 84 - D--dptibm Drown EXTERIOR FRAME ���1:� '1 cs,�; EXPLODED WINDOW VIEW- J ROSOWSKI C3 ASSEMBLY ��T�•.,.�coRLDP.•' ���,� 1tle: Date' NOTES: DETAILS ® �� ��'ss�ONAt E�o'`�� HORIZONTAL ROLLER-NI 05/15/15 1) GLASS AND SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY.. ��l r I I 11111A, Sad-IAA deb Scale: Slt�et• Growing No. Rm 2)J-CHANNEL FRAME SHOWN,PART#1.OTHER FRAME TYPES APPLY. A.LYNN MILLER P.E HR-5410 NTS 15 OF 15 MD-HR5410-01 B 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6-8. P.E#587055 ss