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HomeMy WebLinkAboutNOA Horizontal Rolling WindowM CAM }QADE MiAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted mariner, 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 "HR-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 05/15/15, with revision A dated 05105116, 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 state -merit: "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 Of icial. This NOA revises NOA# 15-0903.11 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. File. COPY NOA No. 16-0714.18 MIAMFDADE COUNTY Expiration Date: September 24, 2020 t Approval Date: September 01, 2016 �(��l Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.15-0903.11) 2. Drawing No. MD-HR5410-01 titled "Horizontal Roller - NI", sheets 1 through 15 of 15, dated 05115115, with revision A dated 05105116, 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, Duraseal® spacer system, Super Spacer® NXTTM 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. 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 previous NOA No.15-0903.11) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5` Edition P014), dated 08/28/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0903.11) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel P e P.E. Product Control xa iner NOA No. 1 714.18 Expiration Date: September 24, 2020 Approval Date: September 01, 2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. TVIATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13, expiring on 02/28/18. 2. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. 3. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), dated August 28, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0903. 11) 2. Statement letter of no financial interest, dated August 28, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15- 0903. 11) 3. 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 previous NOA No.15-0903.11) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No.15-0903.11, issued to PGT Industries, Inc. for their Series "HR-5410" PVC Horizontal Rolling Window - N.I., approved on 09/24/15 and expiring on 09/24/20. Manuel erez Product Control Ex i er NOA No. 16-0 4.18 Expiration Date: September 24, 2020 Approval Date: September 01, 2016 E - 2 2'5 ANCHORS, SEE CLUSTER DETAILS SHEET 5 8" MAX --� Imo— \.. A. SEE c- ._ _ — 10" MAX.y-- --'- SHEET3+ �_ _ }( I EQUALLY SPACED ANCHORS PER TABLES 13-19 / SEE SILL SHEET3 12.3/4" MAX. O.C. B. SEE — SHEET 3 I MAX. O.C. 72' MAX. _ ( BUCK / I I I i HEIGHT I I AI e' MAX. i 4'O.C. �I I�—MIN( I I BETWEEN — JEEPES - HOLTr MAX. BUCK WIDTH ELEVATION FOR TYP. EQUAL LEG FRAME SHOWN AS OX CONFIGURATION 1-114' _ SEE SHEETS r MAX' 9-13 1 C. SEE f- SHEET4j f SEE SHEETS 9,13 SEE SILL WEEPHOLE�` DETAILS. SHEET4 GENERAL NOTES: SERIES 5410 NON -IMPACT RESISTANT HORIZONTAL ROLLER _ O, SEE SHEET - J. 10" MAX_ I I [ r T � C I' 1� I I I I I727 MA) A) BUC HEIG O; — I X J -- 4'O.C.J'MAX PROLES ETWEE 5'MAX BUCK WIDTH -- ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME SHOWN AS ON C_ONFIGURATION_ ANCHORED THROUGH THE NAIL -FIN 2-SANCHORS SEE Ifim" CLUSTER DETAILS SHEET 5-1 MAX. O.C. 8' MAX. E, SEE SHEET3 IF EQUALLY IT SPACED JJ ANCHO S'% TABLES 3.1E 1 — B' MAY SEE SILL WEEPHOLE__� DETAILS, SHEET3 DESIGN PRESSURE RATING IMPACT RATING VARIES PER REINFORCEMENT NOT RATED FOR LEVEL, SEE SHEETS 6•8 IMPACT RESISTANCE I I I 18.94"MAX. O.C. r--- B,SEESHEET3 X II O X I I I 1) THIS PRODUCT HAS BEEN DESIGNED S TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MLAMI.OADE COUNTY, USE ONLY MLAMI43ADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHORTYPE. 4) ALL WOOD BUCKS LESS THAN 1-10 THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X 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 SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCT.ONS. 6) 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. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300. S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TESTING AND GLASS PER ASTM E1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3%STRESS INCREASE HAS NOT BEEN 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 DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BYTHE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL-8072; ELCO ULTRACON NOA; ELCO CR£TEFLEX NOA; ELCO AGGRE-GATOR NOA; ROYAL WINDOW AND DOOR PROFILES, LTD WHITE & BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOAS; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSUAF&PA NDS & ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. U_SE_R INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. ' 2) K14OMNO YOUR FRAME TYPE, WINDOW CONFIGURATION (OX. XO, XOX), SIZE, GLAZING OPTION FROM (TABLE 1) AND .. I- :I: • •I. ' REINFORCEMENT LEVEL, DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING TABLES 6.12 (SHEETS 6.8). IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING ' OBTAINED INSTEP 1. USE INDEX TABLE 5 ON SHEET 6 TO HELP FIND THE APPROPRIATE TABLE. 3) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET 2 ACCORDINGTO THE INSTALLATION - CONDITIONS. 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 13-19 (SHEETS 9.13), VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEETSET ARE MET. 5)INSTALL AS PER SHEET 3 FOR FLANGE/EQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FI WJCHANNEL INSTALLATION. USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. ' NOTE: DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (JCHANNEL, FLANGE, A. LJNN MIL(�R, P.E. INTEGRAL FIN OR EQUAL LEGBOX), SEE FIGURE 8 ON SHEET 2. P"58705 63" MAX BUCK HEIGHT 15.6r MAX. O.C. - B 4' O.C. BETWEEN 3' MAX. WEEPHOLES ~ 140' MAX. BUCK WIDTH - ELEVATION FOR TYP. FLANGE FRAME SHOWN AS XOX CONFIGURATION STANDARDS USED: •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300.09 •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM-2010 •AISISIOO-07/S2-2010 GENERAL NOTES. ....................... 1 ELEVATIONS ................................. 1 FRAME, GLASS & ANCHOR OPTIONS ............................. 2 INSTALLATION, FLANGE & EQUAL LEGBOX................ 3 INSTALLATION, INTEGRAL FIN & J-CHANNEL................ ..... 4 GLAZING DETAILS _................... 5 DESIGN PRESSURES ................... " ANCHOR QUANTITIES ................. 9-13 EXTRUSION PROFILES & BOM.... 14 ASSEMBLY ......................... -..........15 ReNDM 6y. 011•: Revfeioe: JR 05/05/16 TO SHEET 5PACERS Ra fs•d 6y: Gate: R.Wsfan: O Dwc*tlm GENERAL NOTES & ELEVATION PRODUCT REVISED . -Plying with the Florida Elctepinaat No 19 �inOon Date � f��- D y f?Q I.G—i prodettiC -) J ROSOWSKI 1070 TECHNOLOGY DRIVE T—V& �•' N. VENICC FL 34275 HORIZONTAL ROLLER - NI 05/15/15 P.O. BOX 1529 NOKOMIS, FL 34274 SWha/WdN: ScrN: Sfwt: lHoMnB No. R•r. CERT. OF AM. 129296 HR-5410 NITS1 OF 15 MD-HR5410-01 A TABLE 1• ALLOWABLE GLASS TYPES olass Type Description (LJetsd from Warier to Interior) ExtertrCep+ 112"AirSpace+ 1/8'A ExteriorCap118" T ExterlrCap + V2"AlrSpec + 1/8' T Exteriof Cap W118'A 3116" A Exterior Cep + 318" Air Spec@ + 3/16' A Exterior Cap 3116" T Extedor Cep +Slit' Air Space + 3116" T Exterior Cap GLASS TYPES 1 8 3 MAY NOT BE USED IN THE HVHZ ABOVE 30'. Group Anchor Substrate Min. Distance Alin. FJnMdmenC -1313, A #10 SMS (steel, 18.8 S.S. or 410 S.S.) Southern Pine = . ) Steel, A36' 316" 0.050' Steel Stud, A653 Gr. 33' 3/8" 0.0451- (18 C.B.) Aluminum, 6063-TS' 318" 0.050' 3/16" steel Ultracon P.T. Southern Pine (SG=0.55) 7116- 1318" Concrete (min. 285 ksl) 1" 1318" Ungrouted CMU, ASTM C-90) 2-112" 1-1/4" B #12 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 9116" 1�/8' Steel, A36' Slit" O.CI50' Steel Stud, A653 Gr. 33" 3/8' 0.0451- (18 Ga.) Aluminum, 6063-T5" 3/8" 0.063" C 114' steel Ultracon Concrete (min. 285 ksi) 1' 1-W4' Urgrouted CMU, (ASTM C-90) 2-1/2' 1-1/4' 1/4' steel Creletlex Concrete (min. 3.35 ksi) 1" 1314' 1/4' steel Ultracon Concrete (min. 265 ksq 2-1/2" 1314' 1/4" steel Ultracon P.T. Southern Pine SG=0.55) 1' 1-318' 1/4' steel Creletlex Concrete (min. 3.35 ksi) 2-1/2' 1 144" D 1/4' steel CreteAex Ungrouted CMU, (ASTM C-90) 2-1/2' 1-1/4' P.T. Southem Pine (SG=0.55) i' 1-18" 1/4" steel Aggro-Galor Concrete (min. 3.275 ksq 1-1/2 1316' 1/4' steel AggreGatar P.T. Southe rn Pine SG=0.55 1' Grouted CMU, (ASTM C•90) 2' 2' Group T Anchor Substrate Min. Edge Distance Min. Errlbedmene E 2-1/2' x .131' Common Nall P.T Southem Pine (SG=0.55) 3/8' 2-7/16' 2-1/2- Ring-shwrlk Roolrrg Nab P.T. Southern Piro (SG=0.55) 318' 2-7/16' F #10 Trueshead SMS (steel, 18.8 S.S. or 410 S.S.) P.T. Southem Pine (SG-0.55) 1/2' 1-W8' Aluninum, 6063-7.5' 3/8' 0.050' Steel Stud, Gr. 33' 3/8' 0.0451" (18 Ga.) Steel, A38' Slit' 0.060' #12 SMS (Steel, I" S.S. or 410 S.S.) P.T. Southern Pine (SG•0.55) 9116' 1.38" Aluminum, BW345' 3/8' 0.083' Sted Stud, Gr. 33" 318' 0.050" Steel, A36" Slit' 0.050' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. FOR STEEL STUDS, MIN. Fu-45 KSI F. MIN. Fy=33 KSI. 'UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. TABLE 4: INDEX OF INSTALLATION METHODS PER FRAME TYPE Frame Types (we Fig B) Ghsse Options (see Table 11 Installation Conditions Subebate Option Detail Sheet ,).Chi ( ) 1-4 - 4 Through the integral in...... ....Into 2XWood FmnelBueketrip - shed 4, option 5 ....into Metal -sleet 4, option 8 ltsotqh the frame ofthewindow ...... ....into 2X Wood Frerrel8witatrrp - sheet 4, option 6 ,.,.into Metal- sheet 4.option 7 Flarge (112) 1-4 Tlvolgh the trams of the window...... .,..into 2XWood Fmmel8wkaMp - sheet 3, option 1 ....into ConcreWCMU-sheet 3, option 2 ••„though 1XIBucksidp Into Concete/CMU - shoot 3, option3 ....into Meld -sheet 3, option 4 Integral Fin (Q) 1-4 Through the integral In...... ....into ZX Wood Fro /Buckatrip- sheet 4. option 5 ....into Metal -shoot 4, option 8 Ttsotgh the frame of the window...... ....into 2X Wood Frure/Buckctrip- sheet 4, option 8 _,_•into Motel -shoot 4, option Box l Eg1e) (04 t - 4 Through the frame of the window ....into 2XWood FramolBuekstdp-sheet 3, option 1 ....into Concrete/CMU-shed 3, option 2 ,._ tlm h 1X Buckstd into Conento/CMU - shod 3, opUon 3 ....into MeW -sleet 3, option4 INSTALLATION NOTES, SEE SHEETS 3 a 4 FOR ILLUSTRATIONS: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2 6 3, THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PERT.ABLE 2, THIS SHEET. 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 TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. 4) SEE SHEET 18 FOR OPTIONAL EGRESS LOCK DETAILS FIr.11RF R. FRaae=iYPFQ FLANGE N', BOX OR_. EQL- LEGEG �t 5 j 7 J-CHANNEL (3 p INTEGRALFIN PRODUCT REVISED u oanplyia8 wish the Floridn Ruildmg Cod. 'may LLLAcceplaocd Nb 1&-0 '4. T)re 7� - Ay _ hliaa:i J Ae+doer f' d- Redad W. Dote: Rr/Won: 'MIN.OF3 THREADS BEYOND ��•' .. �� ' 1 l - ® �'eserfptim: GLASS/ANCHORS/FRAME OPTIONS Droen Sy.• J ROSOWSKI 1070 TECHNOLOGY DRIVE 7YJs: Dote: rHE METAL iUBSTRATE. FOR ) I MI- STUDS, N. VENICE. /t 34275 P.O. BOX 1529 HORIZONTAL ROLLER- NI 05/15/15 AIN. FuW5 KSI 6 AIN.Fy-33KSI. A.•LVNNMILLER,P.E. P.£.e 5e705 NOKOMIS; FL 34274 sihoeIyodd; HR-5410 fib; NTS shoot.Drvslrtg 2 OF 15 �, MD-HR5410-01 A Ct7tT. OF AI1TH. /2929tl INSTALLATION DETAILS FOR FLANGE AND EQUAL -LEG FRAMES TYP. ANCHOR TYPE, INSTALLATION _EMBEDMENT AND EDGE OPTION 1 / DISTANCE PER SUBSTRATE. ANCHORED THROUGH EDGE DISTANCE SEE TABLE 2, SHEET 2. FRAME INTO ZX WOOD -- FRAME OR BUCKSTRIP "— ----�- -- -_- ( _ SEE NOTE 2, SIIEET EMBEDMENT N10 OR #12 STEEL FRikME �_ L SIBS (GS), SEE SHOWN -_ TABLE 2. SHEET 2. i 2 )- .-1 J E —] �114' MAX SHIM - F DADE APPROVED MULLION. -� f29\ FBC COMPLIANT \ / ALUMINUMtSTEEL FRAMING OR STEEL STUD. MAY BE - VISIBLE FIXED VERTICAL OR HORIZONTAL, LIGHT LITE SEE SUBSTRATE PROPERTIES, HEIGHT TABLE 2, SHEET 2 BUCK 20 HEIGHT EXTERIORVISIBLE �21)OR�� RC23) I LIGHT OPERABLE j`4", (SEE SHEETSHEIGHT SASH TYPICAL FOR I ALL SASH- , WEEP OPT. NOTCHES -- 1-114'X (33' EQUAL LEG FRAME SHOWN INSTALLATION .. OPTION 2 ANCHOREDTHROUGH _ FRAME DIRECTLY INTO CONCRETE/ChIU. TYP. ANCHOR TYPE, EMBEDMENTANDEDGE f VERTICAL DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. SECTION B-B FLANGE FRAME SHOWN 1/4' MAX INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL 1/4' MAX. SHIM FLANGE FRAME SHOWN n rt cc art w SEE INSTALLATION NOTES SHEET 2 (SEE SHEETS 6$) TYPICAL FOR ALL 'XO' OR'OX' SA7SSH7 -`13 �2 /Ylly1{I71 , /, OPERABLE 43 C4 J SASH INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INFO CONCRETE/CMU. SEE NOTE 2, SHEET 2, 1/4" MAY SHIM /� 28 Fes--- - EMBEDMENT - r�-"� EDGE I • ° . DISTANCE ' lu" I\`YY`VI/1 TYP. ANCHOR TYPE, FIXED ��\�--� I EMBEDMENT 0.ND LITE VISIBLE �j��� •`�.--- EDGE DISTANCE PER LIGHT WIDTH 'L,= I ° SUBSTRATE, SEE TABLE 2, SHEET 2. jI �5 ......._......._.. �87 C -J' l J VIS U LIGHTWIDTH,ram 4) EXTERIOR I7- . r EQUAL ° 7� 24 OR 25 OR,26� LEG (SEE SHEETS 6.8) TYPICAL FOR ALL FRAME i, (1) AT MID -SPAN OF INTERLOCK XO' OR "OX" FDCED MEETING RAIL SHOWN R CORNER AND (1)AT CCH ENTER OF ---- - BUCK WIDTH --- SASH STILESIRAILS HORIZONTAL SECTION A -A (OX) ---- ;22)ORC23� 9\/� 16� (SEE SHEETS ") TYPICAL ,.,....... ` \ FOR ALL "XOX" SASH -XOX- FIXED MEETING RAIL - BUCK WIDTH HORIZONTAL SECTION E-E (XOX). INSTALLATION AS PER SECTION A -A ABOVE EDGE DISTANCE VISIBLE LIGHT FORMULAS (EQUAL-LITE, XO & OX) 1070 TECHNOLOGY DRIVE WIDTH: BUCK WIDTH/2-4.1/4' . N. VENICE. FL 34275 HEIGHT: BUCK HEIGHT-7-1/4' _ `-••' ,� - P.O. BOX 1529 �'' 0./LYIVNIM0.LER, P.E. P E.#W705 NOKOMIS. FL 34274 CERT. OF AUTH. p29296 PRODUCFREVISED - aunplying with th, FlorW A" aK 16"D 14.1& C.piruit Dace �Q�%Q By ' hL'an,I , e o vo1 DncrlpHon: ern W. FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI TIUr. Do.: HORIZONTAL ROLLER - NI 05/15/15 BoWee/A10".. Sealo: __t Ora,.inp No. Rer. HR-5410 NTS 3 OF 15 MD-HR5410-01 A W. I Doh., I Revi = FRAME SHOWN INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION oPrloN O -- -- -- - - INSTALLATION _ ANCHORED THROUGH FRAME INT02X OPTION 7 `21 IORiDOR(3 WOOD FRAME OR BUCKSTRIP. SEE ANCHORED THROUGH FRAME INSTALLATION OPTION 5 (SEE SHEETS 6.8) SEE INSTALLATION NOTES SHEET2 � NOTE 2, SHEET 2. + - ANCHORED THROUGH INTO METAL (INTEGRAL TYPICAL FOR ALL EMBEDMENT --�- INTEGRAL FIN INT02X �. EMBEDMENT -� FINIFLANGE REMOVED) "XO" CR "OX" SASH WOOD FRAME OR BUCK- _ —� 6 ,- 16 �- 09), STRIP. SEE NOTE 2, _ -_ EDGE 1/1• MAX. SHIM ��. ff �10 16 30 28 EDGE SHEET 2. __�- _i,-. _ DISTANCE �`_ ! �'�3� 20 -\ (, OlERAIBLE 43, � --7 DISTANCE SASH #10 OR #12 STEEL I _ ) `\'~��0 r J-CHANNEL --�ti- SMS Cis , SEE-! _ 'a G FRAME SHOWN = TABLE 2, SHEET 2. (28 -- __ _ _ --_ TYP. ANCHOR TYPE. - 1-_ _O_ I�--- rt� /41 ice' -- I 'N` EMBEDMENTAND L1/4" MAX SHIM I 1FIXED J Q r- _ EDGE DISTANCE PER •^ -+ Lf7E _y VISIBLE -j SUBSTRATE, SEE TYP. ANCHOR TYPE, FIN ANDIOR r l LIGHT WIDTH III��� Ll EMBEDMENT AND EDGE FLANGE MAYBE TABLE 2, SHEET 2. ,���� I (SCREW SHOWN) \ DISTANCE PER SUBSTRATE, REMOVED IN -FIELD i .-.,-.� It (73 )- L_ SEE TABLE 3, SHEET 2. Lam' I� _ �C - J� B� {87� L FRAME N 13 I or I 42 �L 0 SHOWN (�l DADE APPROVED MULLION, �`�_ VISIBLE I _ _ EXTERIORFBC '�� ALUM'NUMlSTEELOFMRAMMIINNG / (73Y LC` WIDTH (�ff (26 -0 �g OR STEEL STUD. MAY BE 24 0R 25 R 26 VISIBLE FIXED VERTICAL OR HORIZONTAL. (SEE SHEETS 6-8) TYPICAL FOR ALL LIGHT I LITE SEE SUBSTRATE PROPERTIES, "XO' OR "OY.' FIXED MEETING RAIL BUCK WIDTH INSTALLATION HEIGHT TABLES 2 & 3, SHEET 2. r- 22�OR 23 HORIZONTAL SECTION C-C On �� L oPrloN s 11 (SEE SHEETS 6.8) ANCHORED THROUGH TYPICAL FOR FIN INTO METAL 16) (119-\ �� ALL'XOX" (FLANGE MAY BE REMOVED) 1 �28y'< \ OPERABLE % ` 2p `- ,� OPERABLE 43 S. BUCK EXTERIORS _ SASH L40�\ \ (- / SASH _ _- I' HEIGHT i.l tlI c- _ #10 OR#12 STEEL V26 ISIBLE I (37_39�•i9� _ _ _ SMS (G5), SEE (21 )OR(22)OR(23) LIGHT OPERABLE c' -�� TABLE 2, SHEET 2. N I HEIGHT _ (SEE SHEETS 6-8) SASH _-__ TYPICAL FOR �'j /' - i.- - -�_ • 41) FIXED _ IVISIBLEJ� ALL SASH-�`.,-�__ � �6 � I � N� I VISIBLE � LITE - �- , �"I LIGHT WIDTH \ �f ���III LIGHT WIDTH OPT _ q3 )� _ FIN I�80) A129 FRAMEWEEP SHOWNNOTCHES -2tl/" J �\ - 42EXTERIORII ! 25 OR 28 VISIBLE L3/4• X 1!4' •._._J3(�OGHTWIDTH---- 14 - R 1 j JFHRAMEL I-1!a" X va•,�- (SEE SHEETS BS) TYPICAL FOR ALL / �� "XOX" FIXED MEETING RAIL SHOWN BUCK WIDTH — � HORIZONTAL SECTION F-F XOX mPRODUCT REVISED FIwida 3,) 1/4"MAX as cam n -I O F SHIM (1) AT IAIDSPAN OF INTERLOCK INSTALLATION AS PER SECTION D-D ABOVE 8'"IJ"'p Cl'de --- FIN FRAM@ -"---- (/q� (i) 3.17 FR061 EACH SASH Guru Thten-A SHOWN --_ - - `� CORNER AND E C CENTER OF ( Re !#.d By: Dab:-- -- SASH STILEWRAtSCtTYP. ANCHOR TYPE.Y�EMBEDMENTAND_J I EDGE DISTANCE PER - - �- =- EDGE DISTANCE _ Rwis d By, Dob: R-;sl n; U SUBSTRATE, SEE SEE TABLE 3, SHEET 2. --1 EMBEDMENT r It: �� .. � per; 0 VISIBLE LIGHT FORMULAS Gi �,� I b J-CHANNEL & INTEGRAL FIN FRAMES J ROSOWSKI INSTALLATION OPTION 5 VERTICAL (EQUAL--LITE, XO 4 OX �' I` ANCHORED THROUGH INTEGRAL FIN SECTION D_D 1070 TECHNOLOGY DRIVE TiW: fib: - WIDTH: BUCK WIDTH _ N. VENICE. E, FFL L 34275 HORIZONTAL ROLLER - NI 05/15/15 IN702X WOOD FRAME OR BUCK- HEIGHT: BUCK HEIGHT P.O. BOX 1529 STRIP. SEE NOTE 2, SHEET 2. � " NOKOMIS: FL 34274 "Iyoda); Scale: ShwL• DmWng No. Rw: 'A.`L'YNNJALLER,P.E. CERT. OF AUTH. 129296 HR-5410 NITS4 OF 15 MD-HR5410-01 A P E 0 58705 -SILICONE STRUCTURAL 114'NOM. POLYISOBt1TYLEN-- � WITH DESICCANT � KODISPACE EXT. GLASS C) 4SG TPS� —INT. GLASS ALUMINUM REINFORCEMENT ti Imo. fill 6" NOM 7 BUM & DESICCANT FOAM � DURASEAL"Y' F.XT. GLASS U SPACER ��-INT. GLASS HOT -MELT BUTYL STRUCTURAL, SILICONE—3116"NOM. FOAM •. �,�. WITH DESICCANT SUPER EKT. GLASS / '" SPACERS NXT'" INT. GLASS POLYISO- r- DESICCANT FILL AREA BUTYLENE- SEAL SAWNOM. t?Vil j / . /-SILICONE SEAL ROLL -FORMED _ STAINLESS STEEL F-XT. GLASS _XL EDGE'" Ts SPACER A:INT. GLASS Part # Description Material 76 Kommeding 4SG TIPS Spacer System See 77 Quenex Super Spacer nXT with Hot Melt Butyl this Sheet for 78 Quenex Duraseal Spacer Matedals 79 Cardinal )L Edge Spacer Kth tKtNGt ItJ1 KG-VR I O: f IL -.I II...... wlu 118" A GLASS --- 112" AIR SPACE — 1/8" A GLASS— EXTERIOR 3/16" A GLA£ 3/8" AIR SP 3/16" A GI <�] m 3/4- NOM. GLASS TYPE 1 -1 314' N. -I 3;4' NOM. 118" T GLASS — —� 1/2" AIR SPACE - - - \ 1/8" T GLASS \\i ExTERnR 'A,1' 0NI(_LER; P.E. P.E.p 58105 -�{ 3/4' NOM. �- 3/16" T GLASS - 3/8" AIR SPACE - 3/16"T GLASS Cr E%TERIOR GLASS TYPE 4 TYP. GLAZING DETAIL IOM.GLASS TYP. GLAZING NOTES: PRODUCTREVISED "A'=ANNEALED a. ..,Plying wilh1t Florid. 'r` = TEMPERED SmIdiog QW. A—ptwe too 16-0 14 192, R..ird W. D f.: R.;ZT C. ikm Dre A) ADDED SPACERS, J R 05/05/16 MOVED CLSTR. DETAILS. By nfmmf I.de a R.,d.e Or.aotr. R..ision: j�ne) D-fPtbw GLAZING DETAILS J ROSOWSKI 1070 TECHNOLOGY DRIVE TWO: o.tt N. P.O.IICE FL 39 HORIZONTAL ROLLER WINDOW - NI 05/15/15 P.sox lszs NOKOWS, FL 34274 g1-11A.W. ___ --.. DmWnp 1W. Rm CERT. OF MJM. f2e2es HR-5410 1 NTS 1 5 OF 15 MD-HR5410-01 A Index to AN Design Pressure and Anchor Quantity Tallies ��# I4ax. Width Met. He19h1 III- Type Reid. Level Dasi9n Pnssun AnchorQuntty Table # Pet # Table # Peke N x0 or ox T5 54 34' 1 1 0 13 9 2 7 6 14 9 831 3 10 7 16 10 76, SP 2-4 1 0 6 13 9 64• 63' 77 2 7 a 14 9 3 10 7 1s 10 4 17 0 10 10 )0X 12m Br 1 3 8 17 11 140' 6r 2-4 3 9 7 is 12 4 72 a W 13 cues TYpee 1_4 Des n Pressure Ibeffe for XO arOX Windows Ig ( ) ReInt Lawl R1 Window Buck Height 30• 38• 48' 54• 25-117 +85.0 -100.0 +65.0 -100.0 +65.0M5.0 .100.0 ZB• +BS.O -100.0 +65.0 -100.0 +66.05.0 -100.0 36• +65.0 -100.0 +85.0 -700.0 +65.0.0 -01.642• +a60 -100.0 +65.0 -100.0 +55.0.0 .72448• +85.0 -100.0 +65.0 -100.0 +65.05.D -65.860• +W.0 .100.0 +65.0 -100.0 +68.05.5 -W.575' +65.0 _100.0 +65.0-64.9 +W.30.0 -W.0 SEt 1,WLt 13 hVH ANLHUtlAlit R Glees Types 1.4 Design Pressure (Ibale) for XO orOX Windows Rein1. Lew1 R2 Window Buck Holhl 30' 36' 1 48" 54• 25•V7 -65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 W. +65.0 -130.0 +6S.0 -130.0 +65.0 -130.0 +65.0 1.130.0 360 +65.0 -130.0 +65.0 -130.0 +65.0 .116.5 465.0 -109.5 42• +65.0 -130.0 +65.0 -130.0 +85.0 -01.7 +65.0 -130.0 +65.0 -120.4 +65.0 -W.9 BO• +650 -130.0 +65.0 -114.6 +85.0 8i.5 A-155.0-B2.44a• 76• +65.0 -109.5 +a5.0 -04.9 +65.0 -72.9 ' +=-rU t•UK ULP-NS I YYt9 Z-4 SEE TABLE 14 FOR ANCHORAGE R --I �- 4' MAX. O.C. qV J _ SECTION DETAIL SECTION DETAIL I 21 = FOR WINDOWS WITH 21 FOR WINDOWS WITH G LEVEL R1 REINFORCEMENT LEVEL R2 REINFORCEMENT � (REINFORCEMENTS SHOWN SASH (REINFORCEMENTS SHOWN SASH 5-ANCHOR IN FIGURES APPLY TO ALL HEIGHT IN FIGURES APPLY TO ALL HEIGHT NCLUSTER DETAIL FRAME TYPES 3 i FRAME TYPES a ` --� CONFIGURATIONS) CONFIGURATIONS) B 21 III 201 u i 4' MAX. O.C. _ I SILL EX 98 SILL 01 4-ANCHOR - CLUSTER DETAIL SASH WIDTH -- � SASH WIDTH - MEETING RAIL MEETING RAIL 4' ht4X. O.C. --�•I r - 24 �1 - JAMB t F.MR JAMB 4d1[69g u rl VRODUCr REVISED 3-ANCHOR - nseernpy'Ina .ime6erw.iaa /CLUSTER DETAIL 11011I Onde .18 -. - ncceplww, N0 tli- O \ NOTES: Rs iud Bl^ Dow Rnielon. E Date 1) USE THESE TABLES FOR ALL WINDOWS ,)R 05/05/16 A) MOVED CLUSTER By INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. , DETAILS M,tta73 Pq>!h}S; , W MAX. O.C. 2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK R-Ised Or. goy. RerNlon. ` 4' MIN. O.0 HEIGHT (SEE SHEETS 34), SASH SIZE IS AS PER THE , FIGURE. rj/ 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWNjUT ON THE TABLE. I"II6 DESIGN PRESSURE TABLES J ROSOWSKI NCHOR 4)'114-1/2.114'AND'113.113.1/3•INDICATETHAT 1070 TECHNOLOGY DRIVE AW: 00te:THOSE STANDARD SASH CONFIGURATIONS FALL STER DETAIL WITHIN THE SASH WIDTH RANGE IN THE ADJACENT N. VENICE, FL 34275 HORIZONTAL ROLLER - NI 05/15/15 COLUMN. -CUSTOM' INDICATES THAT NO BOX 1529 P.O.NOKOWS, FL 34274 STANDARD SASH CONFIGURATIONS FALL WITHIN A. LYNN PALER, P E. THE RANGE CEW. OF AUTH. #29296 a R 410 NTS 60 F 15 MD-HR5410-01 A P.Ee 68705 I AMLt a: 1 cure Typebtlon Re1nL Le+el R330' SasWidth Configurny4 Bash M) Design Pressure (lbs7R?) for XOX VVindows Window Buck ht S4• 63' 35.114 1-11.391 465.0 -100.0 +85.0 -100.0 +63.0 -100.0 +55.0-100.0 +es.0 -03.0 3W M_K_88 -12.30e +65.0 -100.0 +es.0 -100.D *ss.o -100.06.100.0 +65.0 -100.0 1-13.397 +65.0 -100.0 +65.0 -100.0 +65.0 •eg.o +65.0 -77.91+65.0 -49.5 45-IIW Y4-%-6 -14.683 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +&S.02.5 r.-h_1 -12.297 +85.0 -100.0 +65.0 -100.0 +65.0 -65.6+85.0 -72.2 +69.6 -59.6 47,V4' 8-15.55e +55.0 .100.0 +65.0 -1D0.0 +65.0 -07.2 +65.0 -74.9 .es.0 -55.9 Custo.1 -12.016 +65.0 -100.0 1 +65.0 -10D.0 +65.0 -64.4 +85.0 -71.8 +58.3 •50.3 52-/18- %-)i 12.017-13.397 +85.0 -100.0 +65.0 -100.0 +65.0 -05.0 +85.0 -71.8 +66.7 -SB.1 m -}� 13.398-17.016 +65.0 -100.0 +65.0 -100.0 +65.0 -85.4 +85.0 -72.0 +SB.7 -58.7 Cuetom 11.391-13.397 +65.0 -100.0 +65.0 -96.9 +65.0 41.9 +a5.0 •88.6 +55.9 -55.9 80' Yo_%_ti 13.396-15.360 +65.0 -100.0 +65.0 -100.0 +65.0 -W.8 +65.0 -70.7 +57.8 •57.6 -'/+- , 15.381 - 19.641 +65.0 -103.0 +65.0 _100.0 +65.0 -6d.S +65.0 -71.8 +86.3 -56.3 )'-%-% 17.141-19.110 +65.0 -100.0 +66.0 -N.3 +05.0 -0e.e +61.4 .61.4 +52.5 .52.5 75' -24.841 +65.0 -100.0 +65.0 -90.1 +65.0 -74.5 +85.D -07.2 +56.1 -56.1 27.641 -37_516 +05.0 -t0D.0 +65.0 -09.3 +65.0 -Q-8 +52.5 -52.5 9B' cwtom 32.517-38.941 +65.0 -100.0 +65.0 91.3 +65.0 0,e +83.0 •83.0 +5J.7 -53.7 120' jS-jj-1� -39.841 +85.0 -100.0 +e5.0 1 -09.3 1 +65.0 4I8.8 +61.4 -01.4 +50.0 -50.0 - MIN. MIN. SASH SIZE -'=v"-2 --- TABLE 9. d«2-4� Relnf. Loral R3 Suh Conflgmmlon Sash Width Rang. On) Dsslgn Pressuro (IbafRZ)for XOX Windows "Wow Buck Height 30' 3fr 1 48' S4• ex 35.1/4' )'i-Yi-ji 11.391 -11.391 +85.0 1 -100.0 +65.0 400.0 +55.0 -100.0 +65.0 -100.0 +65.0 -100.0 39- %-Y.-X 12.306 -123W ♦a5,0 I A 00.0 +65.0 -10D,0 +65.0 -100.0 +55.0 400.0 1 +65.0 -100.0 y %-114 11.391-13.397 +85.0 -100.0 +65.0 -100.0 +55.0 -100.0 +65A -100.0 +65.0 -07.9 45.1/e' ji-ye-3j 13.398-14.693 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +85.0 AD0.0 1 +65.0 -100.0 ji_) -)$ 11.391 - 12297 +85.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 +65.0 -05.2 47+314' %-%-y 12.298 - 15.559 +65.0 -100.0 +85.0 .100.0 +e5.0 -100.0 +aSe .100.0 +65.0 -01.2 Cualom 11.391 - 12016 +a5.0 -100.0 +65.0 -100.0 +85,0 ,00.0 +05.0 -100.0 +65.0 -88.5 52.118' yi-y ;( 12.017-13.397 +66.0 -100.0 +85.0 -100.0 +65,0 r,00.0 +e5.0 -100.0 +65.0 -87.5 jai-j:-% 13.390-17.016 +65.0 -100.0 +85.0 '100.0 +63.0 -100.0 +65.0 -1013.0 +65.0 -64.8 '> Cu4tom 11.391-13.397 +65.0 -100.0 +85.0 -100,0 +65.0 :00.0 +85.0 414.8 +65.0 •77.0 8g• y_K_)/+ 13.390-15.393 465.0 -100.0 +55.0 -100.0 +65.0 00.0 +65.0 •94.9 +65.0 -77.7 -y ;S 15.361-19.641 +55.0 7100.0 +65.0 -100.0 +85.0 100.0 +65.0 .82.1 +65.0 -75.7 75- Cu41am 11.391 • 13.397 +65.0 -100.0 +65.0 -100.0 +65.0 -94,4 +65.0 -88.8 +65.0 -09.7 y-}5-!i 13.390-19.110 +05.0 -100.0 +88.o -11, .e5.0 •117.3 +65.0 -80.4 +83.5 -.8 19.111-24.641 +05.0 -100.0 +65.0 -f00.0 +65.0 •94.1 +55.0 -79.4 +84.3 -04.3 cuat m 17.041-19.397 +65.0 -100.0 +65.0 -so.4 .ee.o •e2.e .e6.0 -76A +60.9 -60.9 19.390-24.360 +85.0 -iD0.0 +85.0 -07.4 +85.0 -07.8 +65.0 -74.2 24.361-31.641 4e&o .100.0 +85.0 AIXIA +65.0 -W-0 +65.0 469,9 � 29.641-32.515 +65.0 -100.0 +05.0 -90.4 +86.0 •82.8 +65.0 .88.6 A+5-0.5-50.5 120' !S 32.510-39.841 +65.0 -100.0 +85.0 -100.0 +85.0 411.4 +t15.0 -05.8 140• Custom ••-39.841 +e5.0 -1 D0.0 +65.0 A0.4 •65.0 -81.4 +65.0 -06.6 wIN0S71NvoMjyl-t10.rz •• MIN. SASH SQE _ - 2 NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3.4). SASH SIZE IS AS PER THE FIGURE. 3) FOR SIZES N0T SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 4)-114.1/2.1/4' AND "I M-V9.1/3' INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH W DTH RANGE IN THE ADJACENT COLUMN. 'CUSTOM' INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL NTTHIN THE RANGE. Gus. Typn 1-4 Design Pressure (Ib8hl) forXO or OX Wmdows A•InE LOW R3 Window Buck Height 30' 36' 48' 1 54' 63' 25-112' +65.0 -100.0 +65.0 1 -1D0,0 +65.0 -100.0 +65.0 -100.0 +65.0 -100.0 26- -65.0 -100.0 +65.0 1.100.0 +85.0 -100.0 +05.0 -100.0 +65.0 .100.0 38' +65.0 7000 +85.0 1 -100.0 +65.0 -100.0 +85.0 -t00.D +65.0 -05.4 m 42- +65.0 -100.0 +85.0 -100.0 +65.0 -07.7 +65,0 -024 +65.0 .74.1 48' +65.0 -100.0 +89.0 -100.0 +65.0 -85.9 +65.0 •72.6 +50.9 -8D.9 e0' +85.0 .100.0 +65.0 -100.0 +65.0 -03.5 +85.0 -70.9 +58.7 :f6.7 76' 1 +85.0 -100.0 +a -M.9 +85.0 -729 +62.8 -02e +50.0 -50.0 SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMEN (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES 5 CONFIGURATIONSI r1RERKYi Y SASH M7DTH JAMB EMEERId1 V R H iT MEETING RAIL R-�70 RMaad fi�l I Dota: R"won: : DESIGN PRESSURE TABLES 1070 TECHNOLOGY DRNE 71Wr N. VEDBCE, FL 34275 HORIZONTAL ROLLER - NI P.O. BOX 1529 NOKOWS; FL 34274 1 gwfwlkodO Scow: SMst. CERT. OF AUTH. 129296 HR-5410 NTS 7 OF 15 1111111113 PRODU _-r RP-VISL•.D ,,a camp4yirt8 with UK Ftaride Building c de 1ccq,lunee Na le, 14A$ e. ir, m1ietc Dye Mij,11i 'P.8£P,R , , i J ROSOWSKI D.W. 05/15/15 MD HR5410-01 I A GIe35 Types 2-4 Design Pmasum (ib9lf'lz) forXO orOX Windows Rein. LeM R4 WIRdthv Ruck ri - RI W.1 40" S4" 1 63' 1 72" 25LI/2' 460 •1300 t650 1,130.0 +85.D •130.0 -65.0 1.130.0 +650 1 •130.0 S 28- +66,0 .130.0 -BED -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 .130.0 36- +(6.0 .130.1 +650 -130.11 +65.0 -130.0 +05.0 .130.0 +65.0 -123.3 42" +65.0 -130.0 +85.0 -130.0 +85.0 -130.0 +65.0 .125.8 -65.0 .108.2 40" 1,61.0 -1300 +650 •130.0 +65.0 -1300 +e&0 .114.2 -650 .97.1 60' +t6 0 -130.0 .850 •130.0 +85.0 -112.6 +65.0 .94.1 .650 .817 75- +06.0 •130.0 +650 -119.3 1 -65.0 -104.0 465.0 44.2 +85.0 •700 'G4 Z T4 pas Sash Coa69uollon sash Width) Ratpe (in) Design Preasum pb*Ht� for XOX Windows RdM. Leael RI Window Bwk HeOht 30' I 36' 1.1 54- 183' 35-94` %-%-Y 11.391-11.321 465.0 -130.0 '65.0 -130.0 455.0 -130.0 1 +85.0 430-0 +65.0 -130.0 38- );-)a-% 12.308 - 12.308 +e5.0 -130.0 1 -65.0 -130.0 -65.0 -130.0 1 .65.0 430.0 +65.0 -130.0 %_y,-y 11.391-13.307 +05.0 -130.0 465.0 -130.0 -65.0 -130.0 +65.0 .130.0 .65.0 -130.0 45-119- }$-y 13.398-14.683 +85.0 -130.0 +65.0 -130.0 +65.0 430.0 .65.0 -130.0 +65.0 430.0 11.391 - 12.297 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +85.0 -128.0 47-31a tzzee-1s.65e +65.0 -130.0 +ee.o -130.0 .as.o 430.0 +as.a -130.0 .e50 427.7 Custom 11.391-12.018 +65.0 -130.0 +65.0 -130.0 +a5.0 -130.0 +a5.0 .116.2 +65.0 .98.2 52-t18• y.h_y 12.017-13.397 +65.0 -130.0 +65.0 -130.0 +85.0 -130.0 +65.0 -121.3 +66.0 -104.3 r�r� �•'/s-+/a 13.396-17.016 +650 -130.0 +65.0 1.130.0 1 +65.0 -130.0 +65.0 •130.0 +65.0 .118.7 Custom 11.391-13.397 +a50 -130.0 +65.0 -130.0 -85.0 -120.4 +65.0 4D4.8 +ES,O -88.2 m 90• �i-X-j� 13,390-15.360 +65.0 .130.0 +65.0 -130.0 +65.0 427.2 -65.0 408.2 +65.0 •89.2 y-y,-y 15.361-19.e41 +65.0 -130.0 +e5.0 -130.0 +65,0 -130.0 +es.o 41e.a +65.0 46.5 Custom 11.391-13.397 +850 -119.7 +55.0 -109.8 +65.0 .94.4 465.0 -88.8 +65.0 -75.2 75• N_%_y 13.398-19.110 +85.0 -130.0 +65.0 -121.2 +65.0 -1022 +85.0 �S1.7 +65.0 -79.3 ! -%-u 10.111-24.641 +65.0 -130.0 -65.0 -130.0 465.0 -121.1 +65.0 -105.2 +65.0 416.4 96' Cuatam 17.641-19.397 +SEE 1 -100.0 +65.0 -00.4 +aE0 I -a2.8 +65.0 25.6 +6ED' •67.3' yj_+/s_y 19.396-24,360 +85.0 -106.9 +65.0 -97.4 +85.0 -07.8 -65.0 •80.2 +65.0 •70.4 I %-% 24.361-31.041 ♦66.0 -130.0 +65.0 -124.2 -BE0 -103.8 +65.0 52.7 +E5.0 -77.3 12T 29.641-32.515 +fi50 -100.0 +65.0 ai0.4 +85.0 -82.8 +65.0 75.6 +85.0• 4T7.3• 32.518 - 39.641 .65.0 -111.6 +65.0 .103.0 +aE0 -00.6 +65.0 1 -83.4 +65.0 -70.T 140' Custom ••-39.641 +RA -100.0 .65.0 •00.4 +eEo -e2.a +65.0 1 .75.6 +85.0• i'l3• SECTION DETAIL FOR WINDOWS WITH LEVEL R4 REINFORCEMEN (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL FRAME TYPES d CONFIGURATIONS) R H IT SILL a n a-- SASH WIDTH --� ari MEETING RAIL 26 l --+ 23 123 JAMB 5xiER*R V ' +65F70 FOR GLA55 TYPES 2 6 a FUR n;wnunnvc PRODUCT REVISED WIN09 WIDTH =60.77 •• MIN. SASH SIZE v nl complying with [I. Pbrids 11.4durig Cod. 2 A,,pbs M 1�0- lQ. OL 9ytint� . .. Rnipd By: Pale: Rarialm: )ate'� Ply�1-.. ' Rs•isad By: Dais: ; lAll DA>�a BI- y 116 DESIGN PRESSURE TABLES J ROSOWSKI NOTES; 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 1070 TECHNOLOGY DRIVE T01.: Oatr. 2) FRAME DIMENSIONS ARE RUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURE. N. VEMCE• FL 34275 HORIZONTAL ROLLER - NI 05/15/15 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. ;, , , . �'� P.O. BOX 1529 NOKOMIS' FL 34274 58w1: d)'714.1M-114' AND "t13-1l3-1lJ' INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE 'CUSTOM' INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. : ; - • A. LYNN filtlER, P.E. Srta/WdsC H R-5410 Smh: NTS 8 OF 15 M D-HR5410-01 A IN THE ADJACENT COLUMN. P EA 58705 CERT. OF AM. �28296 Glass Types Anchor Quantities for XO or OX Windows 1-4 Sash Width 30" Height I 36' Height 48" Height 54' Height 30' Height 1 36" Height 48" Height I 54" Height Head Head Head Head Head Reed E Head Head Reinf. Level Gn) 8 Sill ' 8 Sill 8 Sill 8 SIII 1 8 S(II ' 8 SIII ' 8 SIII � 8 Sill R1 Anchor Group A Anchor Group C 25-1/2' 12.147 1+C2+1 2 1+02+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 $r' 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 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1132+C2+2 +C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 m 4Y 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 60' 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 75' 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Anchor Group B Anchor Group D 25.112" 12,147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 +C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 $ 28' 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 +C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 Y 36' 17.397 1+C2+1 2 1+C2+1 3 I+C2+1 3 1+C2+1 +C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 m 42' 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 +C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 +C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 +C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 75- 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+102+2 1 31 2+C2+2 131 2+C2+2 131 SEE TABLE 6 FOR DESIGN PRESSURE TART F IA - Glass Types Anchor Quantities for XO or OX Windows 1 -4 Sash Width on) 30" Height 36" Height 48- Height 54" Height 30' Height 36" Haight 1 48" Height 1 54- Height Head Head Head Head Head Heed Head Head Reinf. Level 8 SIII ' $ SIII 8 SIII $Sill $Sill ' $ Sill ' 8 SIII ' 8 Sill R2 Anchor Group A Anchor Group C 25-1/2' 12.147 1+C2+1 21 1+C2+1 3 1+C2+1 3 1+C2+1 3 28" 13.397 1+C2+1 21 1+C2+1 3 1+C2+1 3 1+C2+1 3 36" 17.397 1+C2+1 2 I+C2+1 3 1+C2+1 3 1+C2+1 3 m Not Allowed 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 60' 29.397 2+402+2 2 2+102+2 3 2+C2+2 3 2+C2+2 3 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 131 2+C2+2 13 Anchor Group B Anchor Group D 25-1/Y 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 31 1+C2+1 3 1+C2+1 3 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 Y 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C24.1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 Do 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 t+C2+1 3 48' 23.397 1+C2+1 2 I+C2+1 3 1+C2+1 3 1+C241 3 1+C2+1 2 I+C2+1 3 1 C2 1 3 i C2 1 3 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* 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+ Max AnchOrO.C. Spacing for "Integral-[�Anchor Fin" Installation E Anchor Group F a` GUIDE TO USING ANCHOR QUANTITY TABLES FOR OX WINDOWS (XO SIMILAR): ANCHOR QUANTITY PERJAMB 2+C3+2 3 HEAD AND SILL ANCHOR QUANTITY: (2) ANCHORS AT THE FIXED SECTION +A CLUSTER OF (3) ANCHORS CENTERED.AT THE MEETING RAIL +(2) ANCHORS AT THE SASH TOTAL OF 7 ANCHORS AT THE HEAD AND 7 ANCHORS AT THE SILL. — SEE ELEVATION, SHEET 1 SEE ELEVATION, SHEET 1 SEE CLUSTER DETAILS, SHEET 6 i l SEE ELEVATION, /--O- X- / SHEET 1 SEE ELEVATION, SHEET 1 MEETING RAIL I REPEAT ANCHOR PATTERN AT SILL FOR XOX WINDOWS: ANCHOR QUANTITY / PER JAN113 1+C3+2+C3+1 4 HEADANDSILLANCHOROUANTITY_ (1) ANCHOR AT THE SASH + A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL + (2) ANCHORS AT THE FIXED SECTION +A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL + (1) ANCHOR AT THE SASH TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS AT THE SILL. —� SEE ELEVATION. SHEET 1 SEE ELEVATION, SHEET 1 SEE ELEVATION, SHEET 1 i j ..----.._.---I _ SEE ELEVATION, / X / 0 X._T 1 SEE ELEVATION, SHEET 1 MEETING RAIL---/ `SEE CLUSTER DEraLs, REPEAT ANCHOR PATTERN AT SILL SHEET 5 2 3 2+C2+2 3 2+C2+2 3 Max. Anchor O.C. Anchor 2 3 2+C2+2 3 2+C2+2 3 Spacing for "Integral- Group F SEE TABLE 7 FOR DESIGN PRESSURE Fin" Installation 4" NOTES: 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURES ON SHEETS ". 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. u1 Y Q j in O o CD(n } n afo0 0 O O a e0er4 J � CJ Ag z U- U) u"oe Q WzxS2 q6 � W m 0 y aea o, ED oo J z if) i a z °�. }< , �- F 0 J O F- O rn a FF-- C1 Z 'a Z o p O o r U I`ll U ant '�sa0 s 5 : r 6 A.'VW; kIILLER,P.E P.E.# 58705 NOTES: 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURES ON SHEETS ". 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. u1 Y Q j in O o CD(n } n afo0 0 O O a e0er4 J � CJ Ag z U- U) u"oe Q WzxS2 q6 � W m 0 y aea o, ED oo J z if) i a z °�. }< , �- F 0 J O F- O rn a FF-- C1 Z 'a Z o p O o r U I`ll U ant '�sa0 s 5 : r 6 A.'VW; kIILLER,P.E P.E.# 58705 : r 6 A.'VW; kIILLER,P.E P.E.# 58705 TABLE 15'. Anchor Quantities for XO or OX Windows Giese Types 1-4 Sash Width 30" Height 36' Height 48 Height 54' Height 1 63' Height 30" Height 36" Height 1 48' Height 54" Height 63' Height Head Head Heed E Head Head Head HeadIII Head HeedIII Heed Reinf. Level fin) &Sill 8, S(II $SIII &Sill ' &Sill ' 8 SIII &SIII &SIII &SIII &Sill R3 Anchor Group A Anchor Group C 25-1/2' 12.147g2+C2+2 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 31 1+C2+1 4 1+C2+1 4 1+C2+1 4 28' 13.3972 1+C2+1 2+1 312+C3+2 4 1+C2+1 4 1+C3+1 4 1+C2+1 2 1+C2+1 C2+1 4 1+C2+1 4 1+C2+1 4 W. 17.3972 1+C2+1 32+1 4 1+C3+1 4 1+C3+1 4 1+C2+1 2 1+C2+1 C2+1 4 1+C2+1 4 1+C2+1 4 42' 20.3972 1+C2+1 32+1 4 1+C3+1 4 1+C3+1 4 1+C2+1 2 1+C2+1 C2+1 t 4 1+C2+1 4 1+C2+1 4 m 48' 23.3972 1+C2+1 32+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 C2+1 4 1+C2+1 4 1+C2+1 4 60" 29.397 2 2+C2+2 3 4 2+C3+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 C2+2 4 2+C2+2 4 2+C2+2 4 75' 36.897 2+C2+2 2 2+C2+2 33+2 4 2+C3+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 C2+2 4 2+C;+2 4 2+C2+2 4 Anchor Group B Anchor Group D 25-1/2" 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 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 4 1+C2+1 4 1+C2+1 4 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 Y m 42" 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 4 1+C2+1 4 1+C2+1 4 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 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+a+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 75' 38.897 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 Max. Anchor O.C. Spacing for "Integral - Fin" installation Anchor Anchor Group E Group F 2.B' 4" NOTES: 1) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURES OPI SHEETS 6-8. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3) SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. 4)'1/4-1/2-114- AND-1/3-1/3-1/3- INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN THE. ADJACENT COLUMN. 'CUSTOM' INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE TABLE 16: Anchor Quantities for XO or OX Windows Glass Types 2 - 4 Sash Width 30" Height Head E 38" Height Head E 48" Height Head a 54" Haight Head E 03' Height Head E 72" Height Head E 30" Height Head 38" Height E Head E 1 48" Height Head 6 1 54" Height Head 63" Height E Head I 72" Height E Head E Relnf. Level 8n) g Sill &SIII " & Sill 5 & Sill `—; 8 SAI 8 SIII & Sill &Sill 8 Sill & Sltl & Sitl Anchor Group A Anchor Group C R4 254/2" 12.147 1+C2+1 2 1+C2+1 13 1+C2+1 4 1+C3+1 141 1+C3+1 51 1+C4+1 Is m 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 36.. 17.397 1+C2+1 2 1+C2+1 31 1+C3+1 4 1+C4+1 4 1+C4+1 51 1+C4+1 5 Y NOtAIIDwed 47' 20.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 to 48" 23.397 1+C2+1 2 1+C3+1 3 1+04+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 601' 29.397 2+C2+2 2 2+C3+2 3 2+C4+2 4 2+C4+2 4 2+C4+2 51 2+C4+2 5 75" 38.B97 2+C2+2 2 2+C3+2 3 2+C4+2 4 2+C4+2 4 2+C4+2 5 72 4+2 5 Anchor Group B Anchor Group D 25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+C2+1 2 'I+C2+1 3 1+C2+1 41 1+C3+1 4 1+C3+1 5 1+C4+1 5 � 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 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 38" 17.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C4+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 m 42" 20.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C4+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 3 48" 23.397 1+C2+1 2 1+C3+1 3 1+C4+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 1+C2+1 2 I+C3+1 3 1+C4+1 4 1+C4+1 4 1+C4+1 5 1+C4+1 5 80" 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 2+C2+2 2 2+C3+2 3 2+C4+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 75' 36.897 2+G2+2 2 2+C3+2 3 2+C4+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 2+C2+2 2 2+C3+2 3 2+C4+2 4 2+C4+2 QCC: 4 TALI 2+C4+2 C 41 =no 5 nrQlr`-m 2+C4+2 ORFQQI 5 IRF Max. Anchor O.C. Spacing for "Integral -Fin" Anchor Group F 3.1" .':407)11c1• REVISED cnp�lrirg wish lb< Flmidl WIrding C.& .1mc[,lnnaf. _ �No 4'�IMIKia .."lG _ Ily Atirnni Oode Pmdnm Coollot h 1 � Y Q LO r CO 47 •- o to "'aO to 0OC,4 to Q ur gi ZIL- lNf1 U. tD =N aHe WZ Oi m o v W LU Z' o> d0 Q � z a z w F- w UL O o $ Z r s Z 6 z e1c�S LL O O v o U N ZE U ZQ Q +nu 'os.Q so s TABLE 17: Glass Type 1 Sseh Conlguts00n Sash Wdth Ra^g° (i^) -Anchor QuantKes for XOX Windows 24- height 30 Height 38 H11ght 49- Height 54' Height 63' Height 24' Height 30' Fblght 38- lisight Qr Height se Height 83- Height Roird. Level R3 lined R Sltl Fiend 6 Si1 Head 6 Si0 Hwd 3 S91 a Head d SI11 a Head 6 SM! u Head d Sill Head d Sill Head d SIII Head 6 891 a Hlead 3 Sit a a Head d Sil Anchor Group A Anchor Group C 35-1/4' ys-K-'/.+ 11.391-11.391 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 14C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 38' K-K-Ys 12.308 - 12.3D8 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2a0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+p+0+C3+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2a0+C2+1 4 1+C2+0+C2+1 4 14C3+0+C3+1 4 X-K-K 11.391-13.397 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C3+O+C3+1 4 1+p+0+C3+1 4 1+C3+O+C3r1 1 1+C2a0+C2+1 2 1+C2+O+C2+1 2 i+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 14p+0+C3+1 4 45-1/8 '/+-ie-K 13.998-1A,883 t+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+p+p+gN 4 1+p+p+p+1 4 1+p+0+p+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C1+1 3 1+p+0+p+1 4 1+ + * +p + ti-K-K 11.391-12.297 t+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+D+C2+1 3 1+C3+0+C3+1 4 1+C3+O+C3+1 4 1+q+0+C3+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C3+O+C3+1 4 1+C3+0+C3+1 4 1+C3+O+p+1 4 47-374' Yi-K-K 12296-15.558 1+C2+0+C2+1 2 1+C240+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+p+1 4 1+p+D+C3+1 4 1 t+C2+0+C2+1 2 1+C2+0+C2+1 2 14C2+O+C2+1 3 1+C3+0+p+1 4 1+C3+0+C3+1 4 1+p+O+C3+1 4 L Custom 11.391.12.016 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+1+C2+1 4 1+C2N+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+14C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 1 52-1/8' K-K-y. 12.017 - 13.397 1+C2+D+C2+1 2 1+C2+O+C2+1 2 1+C3+O+C3+1 3 1+C3+0+C3+1 4 1+C3+D+C3+1 4 1+C3+0-+C3+1 4 14C2+0+C2+1 2 1+C2+0+C2+1 2 t+C3+O+p+1 3 1+C3+o+C3+1 4 1+C3+0+C3+1 4 14q+0+C3+1 4 K--K-A 13.398 - 17.018 1+C2+o+C2+1 2 1+C2+O+C2+1 2 t+p*p+q+1 3 1+C3+1)+p+1 4 1+C7+O+C3+1 4 1+C3+O+C3+1 4 1+C2+D+C2+1 2/+C2+O+C2+1 2 1+C3+O+C3+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+D+p+1 4 m Custom 11.391-13.397 1+C2+2+C2+1 2 14C242+C2+1 2 1+C2+2+C2+1 3 4+C2+2+C241 4 1+C3+2+C3+1 4 1+C3+1+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+1+C2+1 4 1+C3+1+C3+1 4 14C3+1+C3+1 4 8rl K-%-K 13.398-15.360 1+C2+2+C2+1 2 taC2a2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+C3+14C3+1 4 1+C3+1+C3+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+14C2+1 3 1+C3+1+C3+1 4 1+p+1+C3+1 4 1+C3+1+C3+1 4 Y6 K-YS 15.381-19.841 1+C2+0+C2+1 2 1+C24O+C2+1 2 1+C3+D+C3+1 3 1+C3+0+C3+1 4 1+p+D+C3+1 4 1♦C3+0+C3+1 4 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 14C3+0+C34.1 4 Ni-K-I. 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+24C3+1 4 1+C3+2+C3+ 4 14C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+1+C2+1 4 1+p+1+p+1 4 1+pN+C3+1 4 76` K-K-K 19.111-24.841 1+c2.D+c2+1 2 1+q+0+C3+1 2 1+p+0+C3+1 3 1+p+Mpa1 4 1+C4+o+C4+1 4 1+C4+D+C•{+1 4 1+C2+4+C2+1 2 1+p4�p+p+1 2 1+C3+O+q+1 3 1+C3+O+p+1 4 1+CA+p+C4N 4 HCA+O+G1+1 4 K_K-K Z7.841-32.516 2+C2+2+C2+2 2 2+C242+C2+ 2 2+C2+2+C2+2 3 Z+C3+2+C3+ 4 1+C3+24C3+1 4 1+C3+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+CZ+2+C2+1 3 1+C3+1+C3+1 4 i+q+1+q+1 4 1+C3+1+C3+1 4 Custom 32.517 - 39.641 2+C2+0+C2+2 2 2+C3+O++ p 2 Z+C3+0+C3+2 3 2+C3+0+q+ 4 2+C3+0+C3+2 4 2+C3+O+p+ 4 2+C2+o+C2+ 2 2+q+0+C3+ 2 2+C3+0+q+ 3 2+C3+0+C3+ 4 2+q+o+pr 4 24p+0+C3+ 4 120' K-K-K M -39,641 2+C2+2+C2+2 2 3+C2+24C2+ 2 2+C2+2+22+3 3 2+C3+2+C3+ 4 2+C3+2+C3+ 4 2+p+2+C3+ 4 2+C2+2+C24 2 2+C2+2+C2r 2 2+C2+2+C2+ 3 2+C3+2+C3+2 4 2+p+2+p+ 4 2+p+2+C3+2 4 Anchor Group 8 Anchor Group 0 35-1/4' K-K-Ni 11.391-11.391 1+C2+0+C2+1 2 1+C240+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C240+C2+1 4 t+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 14C2+G+C2+1 4 38' K-%-A 12.308-12.308 1+C2+D+C2+1 2 14C240+C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 1 1+C3+D+C3+1 4 1+C2+o+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+p+0+C3+1 4 X-K-y 11.391-13.397 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 14p+0+p+1 4 1+C3+0.p+1 4 1+C3+04C3*1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1+C3+O+C3+1 4 1*p+O+C3+1 4 i+p+O+p+1 1 45-1/8 %i-K % 13.398-14.883 1+C240+C2+1 2 1+(2aO+C2+1 2 14C2rp+C2+1 3 1+C3+O+p+1 4 1*p+0+gr1 4 t+p+p+p+1 4 i+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+prig+q+1 4 1+p+0+p+1 4 14 p+o+p+1 4 Y4-X-Y. 11.391-12.297 taC2+0+C2+1 2 1+C2+D+C2+1 2 1+C2+O+C2+1 3 1+p+O+C3+1 4 1+C3+D+p+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 14C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+O+C3+1 4 1+C3+D+p+1 4 14p+0+C3+1 4 47-3/4' ii-K-'rS 12.298-15.558 1+cz+O+C2+1 2 1+C2ao.cz+1 2 1 14C2+p+C2+1 3 1+p+0+p+1 4 1+C3+O+p+1 4 1+pr0+p+1 4 1+cz+oaC241 2 i+C2+o+c2+1 2 1+C2+0.c2+1 3 1+p+p+p+1 4 1+p4p+0+1 114 C340+q+1 4 Custom 11-391-12.016 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+C2+1 4 1+C2+1+C2+1 4 1+C2+14C2+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 r 52-1l8' 12.017-13.397 1+C2+0+C2+1 21+C240+C2+1 21+C3+0+p+1 3 1+C3+O+p+1 11+C3+D+C3+1 4 1+p+0+C3+1 4 1+C2+0+C2+1 2 1+C2+D+C2+1 214C3+O+C3+1 3 1+C3+o+p+1 4 t+C3+0+C3+1 4 1ap+0+p+1 4 m is-K-X 13.398-17.018 1+C2+D+C2+1 21+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+0+p+1 11+C3+O+p41 4 1+pro+p+1 11+c2w+C2+1 2 1+C2+04C2+1 21+q+o4p+1 31+p+o+p41 4 1+q+D+q+1 4 1+q+D+p+1 4 Custom 11.391-13.397 1+C2+2+C2+1 2 1+C2+2+C2+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 4 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+1+C2+1 4 1+p+1+C3+1 4 1+C9+1+p+1 4 80' y%-%a 13.396-15.380 1+C2+1+C2+1 2 1+C2424C2+1 2 14C2+2+C2+1 3 1+p+1+C3+1 4 1+C3+14C3+1 11+C3+1+C3+1 4 1+C2+1+C2+1 2 1+C2+1aC2+1 2 1+C2+1+C2+1 3 1+C3+t+C3+1 4 1+C3+1+C3+1 4 1+C3+1+C9+1 4 K-K-% 15.361-19.641 1+C2+O+C2+1 2 1+C2+O+112+1 2 1+C3+0+C3+1 3 1+C3+D+C3+1 4 1+p+D+q+1 4 1+C9+o+p+1 4 1+c2+D+C2+1 2 1+C2+O+C2+1 2 1+C3+O+C3+1 3 1+C3+0+C3+1 4 1+q+0+C3+1 4 1+g40+C3+1 4 %-K-K 17.141-19.110 1+C2+2+C2+1 2 14C2+2+C2+1 2 1+C2+24C2+1 3 1+C2+2+C2+1 4 1+C3+1+p+114 1+C3+1+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+1+C2+1 4 1+C3+1+C3+1 4 t+p+1+C3+1 4 7S A-K-Y. 19.111-24.641 1+Co+C2+1 2 1+C3+0+C3+1 2 Hp+0+C3+1 3 1+C3+04C3+1 4 1+C4+04C4+1 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 t+C3+D+q+1 2 1+C3+O+q+1 3 1+q+Orp+1 4 1+C4+O+C4+1 1 1+C4+p+C4+1 4 K-K K 27.841 -32518 2 2+C2+24C2+2 2 1+C2+24C242 3 i+q+2tq+1 4 NC3+1+C3+1 4 1+p+1+p+1 4 1+C2+2+C2+12Custom 32.517-39.641 �_'4C�2+2+C2+2 2+D+C2+2 2 24q+0+C34 2 2+C3+0+C3+2 3 2+C3+O4C3+ 4 2+C3+D+C3+214 120- K /_K -39.8412+2+C2+2 2 2+C2+2+C2+ 2 2+C2+2+C2+2 3 2+q+2+p+ 4 2+C3+2+pr2 4 2+pr2+q+ 4 2+C2+2+C2+2 2 2+C2+24C2+ 2 2+C2+2aC2+ 3 2+p+2+p+2 4 2+p+2+p+ 4 2+p*2+q+ 4 Max. Anchor O.C. Spacing for "Integral- Fin" Installation Anchor Group E Anchor Group F 2.3. 4' T R Q LO naN 0 LU LO X O rn O — O 7 C11 � v Lr JO -.1 CoJ pOp ZLL tolL t0 g = N U V X o m rn J W �O � O0 m Z OM(! t0 Z a:z W � LL O H J .�- 9 Z < W lays es Q F.. CY H z 6 Z atu�s o O O U W tLn o ZZ O Ana sac c s TABLE 18: Anchor Quanthie6 forXOX Ondowe Glnae Typw 2-4 Sash Sash 24' Haight 30• Height 3T Hel9ht . 46- Height 64' H141ght 8T HeightM,-..+l 4- Wight 30' Height 38' Height 48' He19M 54' Height 63• Height Confillmllon Width (In)Head 6 SRI Hand 6 SRI Hind 8 SiA Heed S SI6 a Heed & Sill Head 6 S91ad 6 Sill Head G SDI aRelrlf. Heed 6 SKI He.d6Sit HeeddSlll Head 6 Sill U�wlRange -�R3 Anchor Group A Anchor Group C %-Y,-Y. 11.391-11.391 1+Q+O.C2+1 2 1+Q•O+CN7 2 1•Q+O-Q.1 3 1+Q+O.C2+1 4 1+Q+O,Q+1 4 1-C2+O+C2N+0•C2+1 2 1+Q.0+C2+1 2 NQ+O+Q+1 3 1•Q•0•C2+1 4 1+C2+D+( 2-1 4 1+C2+O+Q+1 4 35-1/4• X-Yi-X 12.308-12.308 1+Q+0+C2+1 2 1+C2+O+Q+1 2 1•Q+O+Q+1 3 1+Q.0+Q+1 4 1•C2+D+C2+1 4 1+C3+0+C3+1+O+Q+1 2 1+Q+O,C2+1 2 1+Q+o+Q+1 3 1+Q+O+C2+1 4 1+C2.O+CL41 41+p+0+p+1 4Y4-X-% 38' 1+C2+D•C2+1 2 1+C2+O+C2+1 2 1-C2+0+C2+1 3 1+p+0+C3+1 4 1•C3+O+C3+1 4 1+C4+O+C4+1+O.Q+1 2 1.C2.0+C2+1 2 1+C2+0+C2+1 3 1+C3+O+C3+1 4 1+p+0+C3+1 4 1+C4.O+C4+1 4 4 1/B}i-X•X 11.391-13.397 13.3B8-14.603 1.CNO+C2+1 2 1+c2W+QN 2 1+Q+o.c2*1 3 1*p*O+pN 4 1+p+O+C).1 4 1+C3.0+C3+12+O+C2+1 2 1+Q+O+C2•1 2 1+(2+O.C2+1 3 1+C3+O+p•1 4 1+p+0+C3.1 1+ +11.381-122)7 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1.Q+D+Q+1 3 1+C3+0+p+1 4 1+C3+0•C3+1 4 1+C4+O+C4+1+0•Q+1 2 1•Q•O+Q+1 2 1+Q.o+C2N 3 1+C3+D+pe1 4 1.p+0+C3.1 4 1+C4+O+C4N 4 473r4'X-Yi-X 12.2B0-15.558 1*Q+0«Q+1 2 1+C2+0«Q+13 1•p+0.C3+1 4 1+C3+O+C3+1 4 1.p+0•p+t2+p.Q+1 2 1+Q+O+Q*1 2 1+Q+O+C2.1 3 t+p+0+C3+1 4 1+p+0+p.1 4 1+C3+ +Custom 11.391 1.C2.D+C2+1 2 1+C2+0+C2.1 2 1•p+0+q+1 3 1+C3+0.p+1 4 1+C4+O.04+1 4 1+04+D+C4+12+0+Q+1 2 1+Q.0+Q+1 2 i+C3+0+C3+1 3 1+C3+O+C3+1 4 1.C4+O.C4+1 4 1+C4+D+C4+1 4 52-1/8' %-X-% -12.016 IZO17-13.3,27 1+C2+O.Q+1 2 1+C2+D+Q+1 2 1+C3+O+p+1 3 1+p+0+C3+1 4 1+CA+O+C4N 4 1+CA.0+C4+12+0+Q+1 2 1+Q+O+C2+1 2 1+C3+D+C3+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4+O+C4+1 4 j/,-X-Ye 13.39B-17.015 1+C2+O+Q+1 2 1+C2.0+Q+1 2 1.C3+0+p+1 3 1+p+0+C3+1 1 1+G+D+C4+1 4 1+CA+0+C4+1+0+Q+1 2 t.C2.0+C2.1 2 1+C9.0+C3+1 3 1+C3+D+C3+1 4 1+C4+0+C4.1 4 1+C4+0+C4+1 4 Custom 11.391-13.387 1+C2,2+Q+1 2 1+C2+2.C2+1 2 1.Q+2+Q+1 3 t+p+2+p+1 4 1+p.2+C3,1 4 1+p+2•p+l 4 1•C2.2+Q+1 2 t.Q+2+C2+1 2 i+Q+2+C2+1 31+p+2+C3.1 4 t+p+2+p+1 4 t+p.1+p+7 4 m 60' -Y.-Y.-Y. 13.308-16.350 1+C2+2+C2+1 2 1+C2+2•Q+1 2 1+Q+2.Q+1 31+C3+2+C3•1 4 1.C1+2.C3+1 4 1+C3+2+C3+1 4 1+C2+1+Q+1 2 1+C2+1+QN 2 1+Q+1+Q+1 3 1+pa1+C3.1 4 1.C3+1+q.1 4 HC3N+C3.1 4 15.361-19.641 1*Q+D.Q+1 2 1+Q+O+C2*1 2 1.C3+O+C3+1 3 1+C4+O+C4+1 4 1+C4.0+04.1 4 1+C4+O+G1+1 4 1+C2+0+Q+1 2 1+C2+0•QN 2 1+p+O+C3.1 3 1+G4+MC4+1 4 1+G1.0+G1+1 4 1+G4•p+CA+1 4 4 1+q+2+p+1 Custom 11.391-13.307 1+C2+3.Q.1 2 i.C2+3+Q+1 2 1+C2µ+QN 3 1+p•4.C3+1 4 1+p•4+C3.1 4 1•p•3•C3.1 4 1+C2+2.Q+1 2 1*Q•2+C2N 2 1+Q.3+C2+1 3 1+C3+3+C3+1 4 1+p+3+tl+1 4 75' Y+-1'" 13.398-19.110 1*C2+3•Q+I 2 1+C2+3+Q+1 2 1+Q+3+Q+1 3 t+p.3.C3+1 4 Uq+3+C3+1 4 1+C3+2+C3+1 4 1+C2+2+C2+1 2 1+Q+2+C2+1 2 1+Q+2+C2+1 3 1+p+2.C3+1 4 1+p+2+C3+t 4 1+q+2+C3+1 4 X-K-X 19.111-24.641 1+C2+O.Q.1 2 1+q+0+C3+1 2 1+C3+O+p.1 3 1+G+MCA+1 4 1.CA+O+C4N 4 NC4rp+C4.1 4 1+C2+0+Q+1 2 1+q+0+C3+1 2 1 3 1+C4+0+C4+1 4 1+G1+0+G1+1 4 1+C4+0.C4+1 4 Custom 17.641 .19.397 1+C2+4+Q+1 2 i.C2µ+C2+1 2 1+Qµ+Q+1 3 1+C3+4+C3+1 4 1+pµ+C3+1 4 1+C3+3.C3+1 4 1+C2+3+Q+1 2 1+Q+3+C2+1 2 1 3 1+C3+3.C3+1 4 1+C3+3+C3,1 4 1+C3+2+C3+14go. Y•-X-% 19.396-24.380 1+C2+3+Q+1 2 1+C2.4+Q+1 2 1+Q+4+Q+1 3 1+C3+4+C3.1 4 1.p+4+q+1 4 1+C3+3+C3+1 4 1+C2+2+Q+1 2 1+Q+3.C2+1 2 1 9 irp+g+C3+1 1 1+p•3+C1+1 4 1ap+2*qN 4X-X-'/s 24.361-31.641 2+C2+3+Q.2 2 2+C2+3+C2+ 2 2*Q+3+Q+2 3 2+p+3+C3+ 4 1+p+2.C3+1 4 1+C3+2+C3+1 4 t+C2.2+C2+1 2 1+Q+2+C2+1 MI-C2-3+C2+1 2 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+p•2+qN 4120' j`-}'.X 29.841-32.516 2+C2µ+Q.2 2 2•Q+4•Q, 2 2+Q+I+C2.2 3 2*p+4+q* 4 2+pµ+C3+2 4 2+p•3•p*2 4 2+C2.3+Q+ 2 2+Q+3.C2• 2 3 2+C3+3.C3+ 4 2•p+3.C3.2 4 2+p•2+p+ 432518-39.641 2,C2+3+Q+2 2 3+Q+4+C2. 2 3+Qµ+C2+3 3 2,C3µ.C3+ 4 2+C3+3•C3+ 4 2+C3.2+C3+2 4 2.C2.2+C2• 2 2+C2.3+C2+ 2 2 3 2+p+3.C3.2 4 2+p+2+p+2 4 2+p+2*q.2 1140' Custom '--39.641 2+Q,4.Q+2 2 3•Q+4+C2+ 2 2•Q+4+Q+3 3 2+C3+4+p+ 4 2+C3+4+C3+ 4 2+C3.3+C3+2 4 2+C2.3+C2+ 2 2+Q.3+C2+ 2 2 3 2+C3+3+C3. 4 2+p+3+C3.2 4 2+p+2+p.2 4 Anchor Group B Anchor Group D 35.1/4" %-%-X 11.391.11.391 1+Q+0•Q+1 2 1.Q+0+C2.1 2 1+Q+0+C2+1 3 1+Q+0+Q+1 4 1+Q+D.C2+1 4 1 1+C2+0+Q+1 4 1+C2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2.1 3 1+C2+NC2+1 4 1•C2+0+C1+1 4 1+C2+0+Q+1 4 38' Ye-)S-X 12308-12.308 2+ 1+CO+Q+1 2 1+Q+0.C2+1 2 t+C2+0+Q+1 3 1+Q+O+Q+1 4 1+Q+0+C2+1 4 1+C3+D+C3+1 4 i.C2+D+Q+1 2 1+Q+D+C2+1 2 1+Q+D+C2+1 3 I-C2-NC2+1 1 1+C2.0.4+N 4 1+p+0+pr1 4 Y+?/i•y 11.391-13.397 1+C2+O+Q+1 21+C2+0+Q+1 2 1+C2+0+C2+1 3 1+C3+0.C3+1 4 1+C3+0+C3+1 4 1+C4+O+C4+1 4 1+C2+0.C2+1 2 1+C2+0+C2+1 2 1•Q+0+C2+1 3 1.C3+NC3+1 4 1+C3+D+p+1 4 1+C4+O+C4+1 13398-14.683 1+Q.0.Q+1 2 1+Q+0+C2+1 2 1+C2+O.C2+1 3 t+p.0.q,1 4 1+p+0+C3+1 4 1+p+0+C3+1 4 1+C2+0+C2N 2 1+Q+0+C2N 2 1+Q+0.(..^+1 3 1+p+0+C3+1 4 1+q+0+q+1 + 11.391-12.207 1+C2+0,Q+1 21,C2+0.C2.1 2 1.C2+0+Q+1 3 1+C3.0+C3+1 4 1+C3+0+C3+1 4 11+C4+0+C4+1 4 1+C2+D+C2+1 2 1+Q+0+C2+1 21•Q+0+C2+1 31+p.0+C3+1 4 1+p+G+p•1 41-04+0+C4.1 4 47J/4 Ya-jS-X 13298-15.558 1+C2+0+QN 21.Q,0.c2.1 2 1+Q+0«Q+1 3 1.p+0+p+1 4 1+p.0•C3+1 4 1+C3.0.C3+1 11+C2+0+QN 2 1+Q.0+C2•1 2 1.Q.0.C2+1 3 1+q+6+C3+1 a 1 i+p.O+p+ 4 I+C3+0+C3-1 a Custom 11.391-12.018 i•C2+0+C2+1 21.Q+0+C2N 2 1+p+0+C3+1 3 1+C3+0+C3+1 4 1+C4+0+C4+1 4 1+C4.O+C4+1 4 1+Q+D+C2+1 2 1+Q+0+C2.1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C4+0•C4+1 4 1+C4+0+C4+1 4 52-1/8' Y•-}S-X IZO17-13.397 1+C2+D+Q+1 2 1+Q.O.C2+1 2 1+p+O.qN 3 1+C3.0+C3+1 4 1+C4+6+CA+1 4 1.C4+0+C4+1 4 1+C2+O+Q+1 2 1•C2+0.C2+1 2 1+p +0+C3.1 31+p+D.C3+1 4 1+G+O+C4+1 4 1++0+C4+1 C4 4 X-X-X 13.398-17.016 HC2+O.Q+1 2 1+tx*0+C2+1 2 1+p.O.C3+1 3 i+C3+0+C3+1 4 1•CA+O+C4+1 11+C4+O.C4+1 4 1+Q+O+C2+1 2 1+(2+O+C2+1 2 1+C3+O+C3+1 3 1+q+D+C3+1 4 1+C4+o+G4+1 4 1+CA+O+C4+1 4 Custom 11.391-13.307 1+C2+2+Q+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3.1 4 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C2+1+C2+1 2 1+Q+2+C2+1 2 1+Q+2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C3+1+q+1 4 m 60• ti-X-Y 13.328-15.360 1+C2+1•QN 2 1•Q•2+C2+1 2 HQ+2.CN1 3 1•p•2+C3+1 4 1+p+1+C3+1 4 1+C3+1+C3+1 4 1+C2+1•Q+1 2 NQ+1+C2+1 2 1+Q+1+C2N 3 1+pH+pN 4 1+p+1+p+1 4 1+p+1+p+1 4 X-X-X 15.361 - 19.641 1+C2.D«62+1 2 1.Q.D+C2+1 2 1+C3+NC3+1 3 1+C4+0+C4+1 4 1+C4+(l+C4+1 1 1+CA+O+C4+1 4 1+C2+0+C2+1 2 1+Q.O+C2+1 2 1.C3+0♦C3.1 3 1+C4.0.C4.1 4 1+C4.O+C4+1 4 1+C4+0+C4+1 4 Cullom 11.391 - 13.397 1+C2+2+Q+1 2 1+Q«3+C2+1 2 1+Q+3.Q+1 3 1+C3+3+C3+1 4 1+C3+3+C3+1 4 1•C3+2+C3+1 4 1+C2.2+Q•1 2 1•Q+2+C2+1 2 i+Q+2+C2+1 3 1+p+3+C3+1 4 1+C3+2+p+1 4 1+C3+2+p+1 4 7S- jG-jS-'/. 13.398 - 19.110 1+C2,2+C2+1 2 11+Q+2+C2•1 2 1+Q+3+C2.1 3 1+C3+34p+1 4 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C2+2+C2+1 2 1+Q+2.C2+1 2 1+Q+2+C2+1 3 1+C3,2+C3+1 4 1+C3+2+p+1 4 1+C3+2+C3+1 4 19.111-24.641 1+C2+0+Q+1 21.p•D•c3+1 2 1.p•0.C3+1 3 1+C4+D.CA+1 4 1.04+0+C4+1 4 1+C4.0+CAN 4 1+C2+D+C2+1 2 1+q+0+C3+1 2 1+C3.0+C3+1 3 1+CA+0+C4+1 4 1+C4+D+C4+1 4 1+C4+0+C4+1 4 Custom 1T.641-19,397 1+C2+3+Q+1 2 2 1+Q+3+Q+1 3 1+C3+3+C3+1 4 1+C3+3+C3+1 4 1+p.3+C3+1 4 1+C2+2+C2+1 2 1+Q+3+Q+1 2 1+Q+3.C2.1 3 1+C3+3+C3+1 4 1+p+3+C3+1 4 1+C3+2+qN 4 96' Y..%-y. 19.328-24.36D 1+C2+3+Q+1 2 2 1+Q.3+Q+1 3 1+C3+3+C3+1 4 1+q+3+C3+1 4 1+p+2+C3+1 4 1+C2+2+C2N 2 1+Q.3+C2+1 2 1+Q+3+C2.1 3 1+C3+3+p++t 4 1+p+2+C3+1 4 I+C3+2+C3+1 4 X-%-X 24.381-31.641 1+C2+2•Q+1 2 2 2+Q.3+C2+2 3 1+p•2,p+1 4 1+q+2+C3+1 4 1.p+2+C3.1 4 1+C2+2+C2+1 2 1+Q•2+C2+1 2 1.Q•2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3 4 1+pN+pN 4 %-X-X 29.641-32.515 2•C2.3+Q+2 D2+C2.3+C2+2 2 2 2+C2+3+C.c+2 3 2+G3.3•C3+ +p.3+C3+2 4 2+p+2+C3+ 4 2+C2+2+C2+ 2 2+(2.3+Q+ 2 2+Q+3•C2• 3 2.p+3+C3• 4 2+p+2+p+2 4 2+C3+2+p+ 4 120'32.510 -39.641 2+Q+3+C2+2 2 2 2+C2+3+C2.2 3 2+C3+3+C3+2 4 2+p+2C3+ 4 2.p+2+C3+ 4 2.C2.2+Q. 2 2+Q+2+Q. 2 2.Q+3•Q. 3 2+p•2+p+2 4 2.p+2+p+2 4 +C3+ 1 _ _ C%rom -39.841 2+C2+3+C2+2 2 2 2+C2.3+Q+2 3 2•p.3+p+ 4 2•p+3+C3+ 4 2,C3+2.p+2 4 2+C 1-1 2 2+Q+3.C2+2 2 2+Q+3+C2+2 3 2+q+3+C3+ 4 eve 2+C3+2rp.2 4 rnv� e v rno nre�r_u 2+q+2rq+ ooeeei toc 4 NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. iii Anchor Anchor ••. = Y��1 v1�a 3) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE FIGURE. I ;; O.. Anchor O.C. SpOcing for Group E Group F MINSASH SIZE 2 ) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. I "Integral -Fin" bl/fa110fI0R 2, 3.T 4)-1/4-1M-1/4-AND -1/3-113.1/3- INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN THE ADJACENT COLUMN. 'CUSTOM" INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. 11HODUCI' REVISED complyioe with the Florida Building Oslo .A-ptanco Na Crywrmioe Uele +�i� tt ¢` Y Q to to (n � •.ea o > c O ix o 0 ^ ,, O C9 �N fU' O M tT [+] pp O U- N J O D tO0 Ap uww1 UU X� o fA 11J - 02 W LU 'oN I- W 00 0 o> J m Z 1M1tD dle Z q z < W LL O pm� ® N z r0 lL 1an45 ~ Z a Z o O O o zz O "nil ��aC s 5 ,I A. M44 MILLER, P.E. P.E.9 5,4705 TABLE 19: Glass Types 2-4 Sash Conf9uratlon Sash NNMh Wrgs (in) Anchor Quantities for XOX Windows 24' Hei 30' W fight 38' Wigh1 48' WIgM 54• W19, 83• Height 24- Height 30' HelOt 38• H igM 48' Height 54- Wight 63- He19M Rel0t Level R4 Head R SII Wad a SIR Wad 3 sin Wad & SIII U Haad a sot Wad 6 Sltl I Head 6 SIII Wed B SIB Wed & SIII Wad & SIO Watl 8 Sill Wad &SIII Anchor Group A Anchor Group C 9 m 35-114' Y,-Y-Y 11.391-11.391 Not Allowed 1+C2+o.C2+1 2 1+C2+D+C2*1 2 1+C2+O+C2+1 3 1+C2+O+C2-1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 38" Y-Y-% 12.308-12.308 1+(7+O.C2.1 21+C2+0.C2.1 21.C2a0+C2+1 31+q+O+q-1 4 1+q+0+C3+1 4 1+C3+0+C3+1 4 45•ti8' Y-Y-Y4 11.391-13.397 1+C2.0+C2+1 1+C2a0+C2+1 2 1+C2+D+C2.1 2 1+C2+0+C2+1 2 1+C3+O+C3+1 2 1.C4.o.C3+1 3 1-C4+0+C4-1 3 1+C3.O+q+1 4 1+C4+D+C4+1 4 1+C4+0+C3+1 4 1+04+0+C4+1 4 4 1+C3+0+C3+1 4 Y-Y-Y 13.398-14.BB7 47-W4• Y-ys-Ya 11.391-12.297 1*C2+O+C2+1 21+q+0.q+1 21+C3+O+C3+1 31+C4+0+C4.1 41+C4+0+C4+1 4 1+C4+0+C4+14 Ya-Y h 12.298-15.558 1+C2+O+C2+1 2 1+C3+D+q+1 2 1+C3+O+q+1 3 t+q+0+C3+1 4 1+q+O+C3+1 4 1+C3+0+C3+1 4 52-1fe' Custom 11.391-12.018 1.C2+O+C2+1 1+C2+0+C2+1 2 1•q+0+C3+1 21+C3+0+C3+1 2 1+q+D+C3+1 2 1+C3+0.C3+1 3 1+C4+O+C4.1 31+C4+0.C4.1 4 1+C5+O+C5+1 4 1+CS+O+C5+1 4 1+C5+O+C5+1 4 4 1+C5+0+CS+1 4 %-Y-y 12.017.13.397 35-Y-Y 13.398-17.018 1+C2+0+C2+1 2 1*C3+0+C3+1 2 1+C3.O+C3+1 3 1+04+O+C4.1 4 1+C4+O+C4+1 4 1+C1+O+04+1 4 BO Custom 13.398-17.010 327 14C2.2+C2+1 1+C2+2•C2+1 2 1+C2+2+C2+1 2 1•C2+2+C2+1 2 1+C3+2+C3+1 2 1+C3+2+Ca+1 3 1aC4+2+C4.1 3 1.C4.2.C4.1 4 1+C4+2+C4+1 4 1+C4+2+C+1 4 1+C4+2+C4+1 4 4 1+C4+2+C4+1 4 %-%-% 13.398-15.300 Y-Y-Y 15.381-19.BI7 1•C2.O+C2.1 2 1*C3+O+q+1 2 taC4+0+CM1 3 1+C5.O.C5+1 4 1+CS+O.C5+1 4 1+CS+O.C6+1 4 7S Custom 11.391-13.397 1*C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+3+q+1 3 1+(}{+4+C4+1 4 1+C4*3+C4*1 4 1+C4+3+04+1 4 -Y-Y 13.3u18-19.110 1.C2+2.C2-1 1+C3+0+C3+1 2 1+C2+3.C2+1 2 1+C4+0+C4+1 2 1+C3+3+Ca+1 2 1+C4+o.C4+1 3 1+C4+3+C4+1 3 1+CS+O+C5+1 4 1+C4+3+C4+1 4 1.C5+O+C5+1 4 14C4+2+C4+1 4 4 1+CS+O+CS+1 4 %-Y-Ya 19.111-24.541 98' Custom 17.641-19.397 1+C2+3+C2.1 2 1+C2+4.C2+1 2 1+C3+4+C3+1 3 1+C4+4+C4*1 4 1+C4+4+C4+1 4 1+04+3+C4+1 4 10.308-24.380 i+C2+3+C2+1 2 1+C2+3+C2+1 q 2 1++4+C3+1 3 1+04+4+C4+1 4 1+C4+3+C4+1 4 1+C4+3+G4+1 4 24.351-31.841 2+C2+2+C2• 2 2+C2+3+C2+2 2 2+C3+3*C3+ 3 2+C4+3+C4+2 4 1+C4+2+C4+1 4 i+C4+2+C4+1 4 120• Y-yS-Y 29.D41-32.615 2+C2+3+C2+ 2+C2+3+C2+2 2 2+C2+4+C2+2 2 2+C2•3+C2+2 2 2+C3+4++ C3 2 2+03.4+C3+2 3 2+C4+4+C4+2 3 2+C4+3+C4+2 4 2+C4+4+C4* 4 2+C4+3+C4+ 4 2+C4+3+C4+2 4 4 2+G+2+C4+2 4 Y-Y-Y 32.518 - 39.84t 140" Custom ••-32.841 2+C2+3+C2+2 2 2+C2+4+C2+2 2 2+C3+4aC3+ 3 2+C4+4+C4+2 4 2+C4+3+C4+ 4 Z+C4+3+C4+2 4 Anchor Group B Anchor Group D 35.1/4' Y-Y-Y 11.391 - 11.391 1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2a1 4 1+C2+D+C2+1 4 1+C2+0.C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 /.C2a0+C2+1 3 1+CZ+O+C2.1 4 4+C2+0+C2+1 4 1+C2+0+C2+1 4 38• Y-Y-Ys 12.308 - 12.3081 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 1aC3+0+C3+1 4 1+C2+0+C2+1 2 t+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C3+O+gH 4 1+C3+O+C3+1 4 1+C3+0+q+1 4 Y%-y 11.391-13.3971 K1+Cr2+O+C2+1 2 1+C2+D+C2+1 2 1+q+0+C3+1 3 1+C4+D•C4+1 4 1+C4+O+C4+1 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1.C3+D+q+1 3 1+C4+0+a+1 4 t+C4+D+C4+1 4 1+C4.O+C4+1 4 45-1JB Y-Y-Y t3.398-14.8831 2 1+C2a0+C2+1 2 1•C3+O+C3N 3 1+q+0+C3+1 4 1+C3+O+C3+1 4 1+C3+O+q+1 4 1+C2*0•C2.1 2 1+C2+O+C2+1 2 1+q+0+q•1 3 1+C3+p+C3+1 4 1+C3+O+q+1 4 1+C3+O+C_'�+1 4Y,Y-h 11.391 -12.297 1 2 1+C3.0+q+1 2 1-q+0+gvl 3 t.C4.D+G4a1 4 1+C4+0+C4.1 4 1+C4+O+C4+1 4 l4C2.0aC2.1 2 1+q+0+C3+1 2 1+C3+0+C3+1 3 t.C4♦0+C4+1 4 1+C1+0+C4+1 4 1+C4+O+C4+1 4 47.114' Y-Y,Y, 12.298-16.558 2 t.C3+0+C3+1 2 1•C3+O+C3+1 3 1+q+D+C3+1 4 1+C3.O+C3+1 4 1+q.0+C9+1 4 1+C2+O+C2+1 2 1+C3+0+C3+1 2 1.C3+0+C3.1 3 1+q+0+q+1 4 1+C3+0+C3+1 4 1+C3+0+q+1 4 Custom 11.391-12.016 i+C2a0+C2+1 2 1+C3+0+C3+1 2 1•C3+O.C3e1 3 1+C4+O+C4+1 4 1+CS+O+C5+1 4 1+C5+0+C5+1 4 1+C2+O+C2+1 2 1+q+0+C3+1 2 1+C3.O+C3+1 3 1+C4+0•C4+1 4 1+C5+0+C5+1 4 1+q+0+C5+1 4 52-118' k-%.y4 12.D17 - 13.397 1.C2*0+C2+1 2 1+C3+0•C3+1 2 1-C3.O+0+1 3 t+C4+0.C4.1 4 1+C5+O+C5+1 4 1+C5+O+C5+1 4 1+C2+0+C2+1 2 1+q+0+C3+1 2 1+C3+O+C3+1 3 1+C4+D+C4.1 4 1+C5+0+C5+1 4 1+CS+O+CS+1 4 f Y-Y-Y 13.396-17.018 l4C2+0+C2+1 2 14C3+O.C3+1 2 1•C3+O+C3+1 3 1+G+O+C4+1 4 1+C4+0+C4+1 4 1+G+0+C4•1 4 1+C2.0+C2+1 2 1+q+0+C3+1 2 1.C3+0+C21.1 3 1+C4+D+C4+1 4 t+C4+O+C4.1 1+04+0•04+1 4 Custom 11.301-13.397 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C3+2+q+1 3 1+04+2+C4+1 4 1+C4+2+04+1 4 1+C4+2+C4•1 4 14C2+2+C2+1 2 1+C2+2+C2+1 2 1+C3+2+C3+1 3 1+C4+2+CA+1 4 1+C4+2+C4+1 1+C4.2+04.1 4 m BO' %-Y-Y 13.328-15.350 1+C2+2+C2+1 2 1+C2+2.C2.1 2 1•q.2+C3+1 3 1+C4+2+C4+1 4 1+C4+2+C4+1 4 1+002+04.1 4 1+C2+2+C2.1 2 1+C2+2+C2+1 2 1+C3+2+C3+1l312+C4+4C4-21 4•2+C4.1 4 1+C4+2+C4.1 1aC4.1+C4+1 4 Y-Y.-Y 15.361 - 19.641 i+C2+O+C2+1 2 1+C3+O.C4+1 2 1•C1.O+04+1 3 1+CS+O+C5+1 4 1+C5+O+C6+1 4 1+CS+O+CS•1 4 1+C2+0+C2+1 2 1+C3+0+q+1 2 1-04+0+C4+15+O+C5+1 4 1+CS+O+C5+1 ]41-CS-0-C6+1 1+q+O+C5+1 4 Custom 11.391-13.307 1+C2+3+C2a1 21+C2+3.C2+1 2 1+C3+4+C3+1 3 1+G1+4+C4+1 4 1+C4+4+04+1 4 1+C4+3+C4.1 4 1+C2+2.C2+1 2 1+C2+3+C2+1 21+C3+3+C3+1+3+C4+1 4 1+C4+3+C4+1 1+C4+3+C4+1 4 75- 74-Y-Y 13.306-19.110 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3.1 3 1+C4+3+C4+1 4 1+C4+3+C4.1 4 1+C4+2+C4.1 4 1+C2+2.C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+14+3+C4+1 4 1+C4+3+C4+1 1+C4+2+C4+1 4 Y-Y-Y 19.111-24.641 1+q+0+C3+1 2 1+C4+o+C4+1 2 1+caw+C4+1 3 1+CS+D+CS+1 4 1+C5+0+C5+1 4 1+CS+O+CS•l 4 1+C3+S+q.1 2 1+G+0+C4+1 2 1+C4+O+C4+1+D+C5+1 4 1+C5+O+C5+1 4 Custom 17.641-19.397 1+C2+3+C2+1 2 1+C2♦4+C2+1 2 1.C3+4+C3+1 3 1+C4+5+CA+1 4 1+C4+4+C4+1 4 1.C4*4+C4.1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1*C3+4+C3+1 4+4+C4+1 4 1+C4+4+C4+1 4 1+C4+3+C4+1 4 eD Y-Y-16 19.398-24.350 1+C2.3+C2+1 2 i+C2+4+C2+1 2 1+C3+4+q+1 3 1+C4+4+C4+1 4 1+C4+4.C4.1 4 1+C4+3+C4.1 4 1+C2+3+C2+1 2 1+C2.3+C2.1 2 1+C3+3+C3+1 4+4+C4+1 4 1+C4+3+C4.1 4 1+C4+3+C4.1 4 Y-Y-Y 24.361-31.041 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2.C3+3+C3+2 3 2+04+3+C4.2 4 2.04.3+C4♦ 4 7+C4+2+C4•1 4 2+C2+2+C2.2 2 2+C2+2+C2+2 2 2+C3+3+C3+ +3.C4+2 4 1+C4+2+C4+1 4 1+C4+2+C4+1 4 u_Ya_Y 29.641-32.515 +C2+3+C2+2 2 2+C2+4+C2+2 2 2+q+4+q+2 3 2+C4+5+C4+2 4 2+04+4+04+ 4 2+G4+3+C4-2 4 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+q+4+C3+ 4+4+C4+2 4 2+C4+3+C4* 4 2.C4.3+C4+2 4 120Y-Y-Y 32.518-39.841 2•C2.3+C2+2 2 2+C2H+C2+2 2 3*q+4+q+2 3 2+G1*MC4+2 4 2+C4+3+G1+ 4 2+C4.3.C4.2 4 2+C2+3•C2+Z 2 2+C2•3+C2+2 2 Z+q+3+C3. +3+C4+2 4 2+CA+3+C7* 4 ?+CA+2*C4+2 4 140• Cstom ••-30.641 2+C2+3+C2+2 2 2+C2+4.C2+2 2 3•C3.4+q+2 3 2aC4+4+C4+ 4 2+C4+4+C4+ 4 2+CA.3+C4-2 4 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C3+4+C3+2 4M+C4*2 4 2+C4+3+C4+ 4 2+C4+3+C4+2 4 U Y Q j W q In O O �- o atop to (i N N OJ f+J zLL bLL Co 48 s�f1 = 1ri CO lxM0 f-CD w Z m O J Z P- > Q p rn �z az ,. Q W LL O z J 0 CO 1aav5 � � ¢ ir Q Z -33 Q z W. O O O UtFi U zz = a44u�::=d : IHCLC <l: Bill of Material A Part# Description Material 1 820121 Frame Head, SIII and .tombs - .1-Channel PVC 2 620122 Frams Hand, Sill and Jambs - Flange PVC 3 620123 Frame Head, Sill and Jambs - Fin PVC 4 620174 Frank Head, SIII and Jambs - Equal Leg PVC 13 620172 Anti -Lill Insert / Trim Caw PVC 14 820131 Fixed Mosting Rail PVC 15 6201E8 Track Insert 6063T6At 16 620129 Sash Rao (Sides, Top & Bottom) PVC 19 6201E8 Pull Rail interlock 6063 TS At 20 820144 Pull Roil Interlock Caw PVC 21 620160 Light Sash Reinforcement 8063 TS AI 22 6201S1 Standard SashRalnforcelnent 6083TSAl 23 620152 HD Sash Roinrorcemont 6063 TO At 24 8201S3 Standard Meeting Rag Reinforcement 6005TISAt 26 820164 HD Meeting Rag Reinforcement 8005T5AI 261 620165 H.D. Hodz. Roller Meeting Rail Reinforcement 6005 T6 AI 28 61844 lWeatherstrip, .187" x .270" Fin Pile 29 61719 Weatherstrip, .18T' x .220" PolyPile 30 A8 x 1" Ph. PH SDS (Interlock Mounting Screw) 410 SS 31 7BX312PPA A8 x 3-1/2" Ph. PH SMS (Fixed Meeting Rail Screw) 41O SS 32 71669SP Meeting RB4 Screw Support Plate 6063 T5 At 33 720210 Weep Hole Cour PVC 3a 720187 Installation Screw Hole Plug PVC 371 720197 Auto Lock C Steel 38 720199 Sweep Lack Costznc 39 720196 Auto Lock Cover Assembly Castznc 40 A8 x 1-116" Ph. PH SDS (Auto and Sweep Lack Screw) SS 41 720200 Auto and Sweep Lock Kasper Cast Znc 42 76)34PPA 96 x 3/4" PH. PH SDS (Keeper Screw) SS 43 7612FPTX A6x 1/7' FPH TEK SS 44 Leadstils Top Caner Key Nylon 46 Lasdstile Bottom Comer Key Nylon 46 LocWile Top Comer Key Nylon 47 _ Lockstile Bottom Comer Key Nylon 48 720204 Wheel Nylon 73 620138 I.G. Bead PVC 74 Backpedaling, GE 7700 or Dow 791 Silicone 75 7168416 Setting Block 718" r. 7' x 1/8"), 85 +1. 6 duro. EPDM 80 61011 RolFfonnedScreen Alum 81 61012 Extruded Screen Frame Alum 82 Extruded Screen Spreader Bar Alum 831 47D42W Screen Caner Key with Pull Ring PVC 84 47041 WICKGLB Screen Caner Key No Pull Ring PVC 85 7CASPM Tension Sprin9 SS 86 81818C48 Screen Cloth Fiberglass 87 e1635(61614 .140" Screen Spline (MachinalHand Rolle Vinyl NOTES: 1) ITEIAS N 5.12,17 18, 27, 35, 36 & 49-72 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 2) PVC BY ROYAL WNDOW AND DOOR PROFILES, LTD., TO BE LABELED FOR AAMA EXTRUDER CODE. 3.500' --__ -_ 3.5500' �33..51I0(r -��- .062--��-+-- .062' - it .062• 2.445 Ir 2.445- 2.445" �fLT-lI .625' ri �'l J-CHANNEL 625• L� FLANGE FRAME T FIN FRAIAE T 1 375� 0 FRAME HEAD SILL `2) HEAD, SILL & 1.3i 5 M�SILL& 1 ►..� L yI 1.872• -+� t- 1.641' 1.630' I .772' .005" c� -- 1 1.02D' 7T, .375° L 1 -+-� 1231' F+ f -+� 1.000 �--- ANTI -LIFT INSERT / l FIXED TRACK 13 &TRIM COVER \14/ MEETING RAIL 15 INSERT (-! SASH RAIL 3.500' +- .062''I I l 2.445 =1�lo�l EQUAL LEG FRAME HEAD, SILL & JAMBS I I i J i LIFT RAIL LIFT RAIL /,, 19 INTERLOCK �0I INTERLOCK COVER C] .7574° "RLL,7__50'enzq' .035' -'"�il�- } .025- - ILr�I�JII--�'ll�, 1.185., .060' ..I EXTRUDED ROLLED /-''�1 LIGHT SASH (^, STANDARD 73 SASH IG BEAD \81 SCREEN FRAME (D- SCREEN FRAME \_ % REINFORCEMENT 0/ REINFORCEMENT I 1 .070' �IF 1.1B2' �- -�{ 1.182' �- ±1 y+1 1.184• �- 1._ - .070•-1r-1-' Oo•l• = - .070" .70r _ 1.036° 1.041' Q 1.041• I^ . .010• - ' -1- 1_LF .130• L 1 � - .164• T�- .150" t, 1.331- 1�-- 1.340- � --1 1.340• I+-- 1 23 REINFORCEMENT 24 MEETING RAIL C2STANDARD H�O�h1EETINO RAL 126 IR MEETING 0REINFORCEMENT l REINFORCEMENT REINFORCEMENT Rertaed W. DOW x LYNN MILLF,R, P.E. P.E.450T05 L 01 tGell, 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS: FL 34274 CERT. OF AUTH. 029296 PRODUCT REVISED ISED as cemplyin8 with the 1-hxlAn. 130dio0 Waled. cceprmceI(o-O 4.1�J_ RgvW": Ltwrmm LW.2Dr�'1 D Miami dcProdectGmtrd- RaNwon: WINDOW EXTRUSIONS & BOM rdr HORIZONTAL ROLLER - NI Swies/MoML• Scala: Seset: HR-5410 NTS 14 OF 15 J ROSOWSKI 05/15/15 WwMp No. Rrv: MD-HR5410-01 A MITERED FRAME WITH `4 INTERIOR AND EXTERIOR FRAME WELDS SCREEN ASSEMBLY DETAILS 42 C)OR(84V EXTERIOR _ 1 FRAME ` C? ASSEMBLY NOTES: DETAILS 1) GLASS AND SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY, 2) J•CHANNEL FRAME SHOWN, PART # 1.OTHER FRAME TYPES APPLY. 3) FOR REINFORCEMENT TYPES. SEE DETAILS ON SHEETS ". SASH ASSEMBLY DETAILS EXTERIOR L� ATTACHED TO SASH RAIL mim TABLE 21: Egress Lock BIB of Material # Part# Dewdptlon Material 100 7MC7024 MuRI-PdM Lock Operator Cost Zinc 101 • 73340 Opamtor mcunfing Plate Steel 102 72015 MuMpdnt lock Keepm Aluminum 103 720214 Muldpdnt Lock GLid3 N Ion 104 220217-221 is Bar Length Varies) Stainlsas Steel 1061 71024k12HFX #10 x 10 HH MS Stainless St" 1061 78MFPAX Yr8 x 1" Ph. FH SMS Stainless StW 107 78X/SFPTX 1#8 x 314" Ph. FH SDS SteiNess S1W 19 0 ATTACHED TO 103 � 0 FRAME JAMB EGRESSLOCK 16 37 DETAILS 40 ^ (NOT TO SCALE \-(let) OPT. AUTO LOCK ,+K000CT iLF V ISED 2� ATTACHED TOdw" _ u� cnm(dl'i"idr rlw Fonda FRAMEJAMB Hoddiug Cud-0 105 A"c"planaa f io 'r"� n fhla 202tJ + 101 O / IINN- L'bdc Pr"de"t j 40 C�J OPT. SWEEP LOCK 4 j ATTACHED TO FRAME JAMB © 1070 TECHNOLOGY DRIVE MITERED FRAME WITH N. VENICE. FIL 34275 INTERIOR AND EXTERIOR _(� (941)-480-1600 FRAME WELDS CERT. OF AITTH. #29296 + Arimd By: Dab: Rerbbn: .. Rooked ay: Data: RwvWw: Drawn CC - i �`I16 EXPLODED WINDOW VIEW J ROSOWSKI AfN: Ovtr. HORIZONTAL ROLLER - NI 05/15/15 i' + Sorter/Model: Scots: 9rnt: Drowirp No. MA A LYNN MILLER.?E. HR-5410 NTS 15 OF 15 MD-HR5410-01 REA.59706