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HomeMy WebLinkAboutNOA Horizontal Rolling WindowW ti MIAMI•D1ADE MIAMI-DARE 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.aov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "ffit-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. AUSSILE 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. TER 1INATION 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# 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 Co N A No.16-0714.18 Expiration Date: September 24, 2020 Approval Date: September 01, 2016 24 Page 1 61 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 - NF, 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, Durasealo spacer system, Super Spacer® NXT m 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 11/16/15, 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-511 Edition (1014), 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 PjrQP.E. Product Control finer NOA No. 1xa 714.18 Expiration Date: September 24, 2620 Approval Date: September 01, 2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL 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 04116115, 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-5a' 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 er .e Product Control Ex ' r NOA No. 16-0 4.18 Expiration Date: September 24, 2020 Approval Date: September 01, 2016 E-2 25 ANCHORS• SEE CLUSTER DETAILS SHEETS 12.3/4' MAX. O.C. 8' MAX — A. SEE SHEET3 EQUALLY SPACED _ ANCHOHSPER TABLES 13.19 SEE SILL WEEPHOLE1 DETAILS, SHE'T3 �— ~"-- I I r —�SHEET3 — 10* MAX — / a / 19' 7Y MAX O.C. MA) / / BUc HEIG O — X — j I W MAX 4' O.C. � 3' MAX. BETWEEN EPHOLES B 75' MAX BUCK WIDTH ELEVATION FOR TYP. EQUAL LEG FRAME SHOWN AS OX CONFIGURATION C, SEA — SHEET4 1 iT T SEE T SHEETS JJ 9-13 SEE SILL WEEPHOLE_J DETAILS. SHEET4 11-114' SEE SHEETSMAX 0-13 D,SEE SHEET4 iolgi - .—._.-77 i C O a XIL } MN BUC HEIGIG �BETWEEN II'''__D.C. PHOLES Y � 7S MAX BUCK WIDTH WMAX D ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME SHOWN AS OX CONFIGURATION ANCHORED THROUGH THE NAIL -FIN 25 ANCHORS, SEE CLUSTER DETAILS SHEET 5� S' MAX I�-- EC S ANCHOI TABLE L SEESU WEEPHOi DETAIL SHEET DESIGN PRESSURE RATING IMPACT RATING VARIES PER REINFORCEMENT LEVEL. SEE SHEETS 6-8 NOT RATED FOR IMPACT RESISTANCE 15.85" 18.84'PNUC.O.C. wAx n r. I I SEE --�--— ET31B o /* a 6T M)�=�1 BUC & GE X MAX. D.C. 'MAXLE 5. 4' O.C. BETWEEN WEEPHOLES B 3. MAX. 3 14(' MAX BUCK WIDTH 1)THIS PRODUCT HAS BEEN DESIGNED & 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-0ORNE DEBRIS REGIONS 3) FOR MASONRYAPPUCATIONS IN MIAMI-DADE COUNTY. USE ONLY MIAMWADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE 4) ALL WOOD BUCKS LESS THAN 1-11Z THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2XARE 1-1/2 THICK OR GREATER: IX 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 SEALING/FLASHINS STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6)1/4" 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 TES7ING AND GLASS PER ASTM E1300. 0. 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 33-113%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 BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL-8072; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NOA; ROYAL WINDOW AND DOOR PROFILES. LTD WHITE & BRONZEILIGHTER 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 USER INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT USING WINOLOAD STANDARD ASCE 7. 2) KNOWING YOUR FRAME TYPE, WINDOW CONFICURAT10N (OX. XO, XOX),SIZE, GLAZING OPTKNVFROM (TABLE 1)AND ,',•j, L:'��t! +1:N;�.f�i Rohn REINFORCEMENT LEVEL, DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING JR TABLES 6-12 (SHEETS 6-8). IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING '• JG"~ •.• OBTAINED IN STEP,. 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 ACCORDING TO THE INSTALLATION , - };c `S r(" CONDITIONS. = 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 13-19(SHEE:TS 9.13� VERIFY THE ANCHORISUBSTRATE WILL MEET 0 Des REQUIREMENTS FOR YOUR OPENINGS CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS : ••.1/�- E� I b , -` - GE •-•'�' 1070 TECHNOLOGY DRIVE L31x SHEETSE'TAREMET. 5)INSTALL AS PER SHEET 3 FOR FLANGEIEQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FIWJ•CHA14NEL INSTALLATION. r,rpF.•': •�'.; N. VENIHN FL Y DRIVE USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. .�.%-:ti,''-•••••" ��' P.O. BOX is"275 HC NOTE: DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J-CHANNEL, FLANGE, • I /i :. -'i�_'• NOKOMIS; FL 34274 Sp{a; INTEGRAL FIN OR EQUAL LEG/BOX), SEE FIGURE 8 ON SHEET 2. A.LVNNYA4¢CER,P.E. CERT. OF AUTH. #29298 P.Eat5870S ELEVATION FOR TYP. FLANGE FRAME SHOWN AS XOX CONFIGURATION STANDARDS USED: •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E130D-09 •ANSUAF&PA NDS-2012 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM-2010 -AISIS100-071S2-2010 GENERAL NOTES ........ ... _..._._. , ELEVATIONS ._...... _...................... 1 FRAME, GLASS & ANCHOR OPTIONS ..... _........... ........ 2 INSTALLATION, FLANGE & EQUAL LEGIBOX ............. 3 INSTALLATION, INTEGRAL FIN & J•CHANNEL-..........._._.. 4 GLAZING DETAILS._ ............._...... 5 DESIGN PRESSURES....___._..... 6.8 ANCHOR QUANTITIES ...... _..... _.. 9.13 EXTRUSION PROFILES & BOM.... 14 ASSEMBLY .............. 05/05/16 A)ADDEDSPACERS TO SHEET 5. id Sr. Date: Revw= *oft NOTES & ELEVATION IRIZONTAL ROLLER - NI 1/mad 97' HR-5410 15'N6TL*S I OF 15 PRODUCTREVISED es comWY�B with tCa Flo[id� By 3Aiem1 Pcodt>4 J ROSOWSKI 05/15/15 MD-HR5410-01 W TO TYPE Description (Listed from Exterior to Interior) 1 3/4' I.G.: UT A Extedar Cep + 11r Air Space + 1/8' A Exterior Cap 2 314' I.G.: 118' T Exterior Cap + 1/r Air Space + 10 T Extorter Cap 3 314' I.G.: 3/16' A Extwlor Cep + 31W AU Space + 311V A Exterior Cap 4 314' I.G : 311W T Exterior Cap + aW Air Space + 3116' T Exterior Cap GLASS TYPES 1 & 3 MAY NOT BE USED IN THE RNO ABOVE 30'. Group Anchor Substrate No. Edge Didance Min. Embedment' A #10 SMS (steel, 1S-S S.S. or 1 S.S.) P.T. Southern me ) 418 Steel, A36' 3/8' 0.057 Steel Stud, A653 Gr. 33' 3/8, 0.0451' (18 Ga.) Aluminum, 6083-T5' 3/8' 0.050' 3116' steal Ulbacarl P.T. Southern Pine (SG=0.55) 7/16' I-W Concrete (min. 2.85 ksl) 1' 14/8' Ungrouted CMU, ASTit C4)0) 2-1/2' 1-114' B #12 SMS (steel. 18 8 S.S. a410 S.S.) P.T. Southern Pine ISG=0.55) 9116- 1418' Steel, A36' 3/8' 0.050' Steel Stud, A653 Gr. 33' 3/8' 0.0451' (18 Go.) Aluminum, 6063-W 3/8' 0.063' C 1/4' steel URracon Concrete (min. 285 ksl) 1' 1-31V Urgrouted CMU, (ASTM C-90) 2-1/2' 141V IW steel Cretelax Concrete min. 3.35 ksi) 1' 1-W Ile steel Uproot Concrete (min. 285 ksl) 2-10 1414' 114' steel UBrecon P.T. Southern Pine SG=0.55) 1' 14B' 11V steel Cretelex Concrete (min. 3.35 ksi) 2-112' 1-3w D 1/4' steel Cretelex Urgtouted CMU, (ASTM C50) 2-11r 14/4' P-T. Southern Pine (SG=0.55) 1' 1418' 1/4' steel Aggre-Gator Catcrete (min. 3.275 ksi) 1-112' 1318' 1/4' steel Aggre-Getar P-T. Southern Pine SG=0.55 1' Grouted CMU, (ASTM CSO) r r Group Anchor Substrate Dist a lst attnce Min EnbedmeM' E 2-1I7x .131' Common Nall P.T. Southern Pine (SG=0.55) 318' 2-7/18' 2-1/r Rlrgahank Roofng Nat P.T. Sachem Pine (SG=0.55) 31W 2-7116' F #10 Thtsshead SMS (steel 18.8 0 a 410 S.S.) S.S. S. P.T. Southern Pine (SG-O.SS) 1/2' 1'/S' Alunintum 6063.17 318' 0.050' Steel Stud, Gr. 33' 3/8' 0.0451" (18 Ga.) Steel. A36' 316' 0.050' S .Steel E P.T. Sachem Pine (se-om) omw I-" Alunimsn 808 -TV 318' 0.Oe3• Stud, Gr. 3W 3r8' 0.050's.) Steel. A38' 318' 0.050' MIN. OF 3 THRJIDS BEYOND THE METAL SUBSTRATE.FOR STEEL STUDS, MIN. FU-45 KSI& MIN. Fy=33 M. 'UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. Frame (see Fig B) GNr Options (we Table 11 InstallationTypes conaaara Substrate Option Detail Sheet ,I.channol (01) 1 -4 Through the iNeDrol fa..... ....into 2X Wood FmreBuckstrip -shad 4, option 5 ..„into Metal -elmd 4, opibn8 Thtotgh the frame oithe widow ...... ..-into 2X Wood Finu Buckstrip - sheet 4. option 6 ... Into Metd - sheer 4, option 7 Flange (72) 1-4 Though the name otthewadow...... ....Into 2X Wood Fmme/Buekstdp - sheet 3, option 1 ....irdo CommtrJCMU -sheet 3, option 2 ,,,. through 1XBueksWpInto ConomttfCMU-sheat3.option 3 ..„Into Mehl -shed 3, option4 Integral Fin (9) 1.4 Through the irtegral in...... ....Into 2X Wood FreneBuckWp - sheet 4, option 5 ....into Maid - sheer 4. q tbn 8 Through the fame otthewirdow...... ••-Into 2X Wood Frarne/Buekabip - aheet 4, option 6 _,,,IrdoMats! -ahw24, ion? Box / Equakag (04) 1-4 Through the fame otthewimlow.......... into 2X Wood Frsme/SuftIrlp- steel 3, option 1 ....into C=mWCMU-sheet 3, 2 b1Xeu&W Into ConomWCMU- sheet 3.option 3 .._into Metal -aheat 3, option INSTALLATION NOTES, SEE SHEETS 3 & 4 FOR ILLUSTRATIONS: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2 & 3, THIS SHEET. FOLLOW EMSEDMENTAND 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 PER TABLE 2, THIS SHEET. ALL WOOD BUCKS LESS THAN 142' 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 1XAND 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 "10 :r 'MIN. OF3_.� THREADS BEYOtrn ( THE METAL SUBSTRATE. FOR STEEL STUDS, MIN. Fu-45KSI& ' • • - if�?.:;'.,. MIN. Fy--33 KSI. A.'LYNM Mnl.Eit, P.E. P.ES 58705 IO 1. © t ■ 1070 TECHNOLOGY DRIVE N. VENICE, Fl. 34275 P.O. BOX 1529 NOKOKW; FL 34274 CERT. OF AUTH. #22295 PRODUCT REVISED as comPlyiag with the Florida Baiidulg Cbdc Acoeptsmcewl(o 0 ti�JL_f_J Dee .M�iasi 1'fndoC GLASS/ANCHORSIFRAME OPTIONS J ROSOWSKI HORIZONTAL ROLLER - NI 05/15/15 RHO-5410 NTS 1 2 OF 15 MD HR5410-01 A INSTALLATION DETAILS FOR FLANGE AND EQUAL -LEG FRAMES TYP. ANCHOR TYPE, INSTALLATION EMBEDMENT AND EDGE OPTION 1 DISTANCE PER SUBSTRATE. ANCHOREDTHROUGH EDGE DISTANCE SEE TABLE 2,SHEET 2. FRAME INTO ZX WOOD FRAME OR SUCKSTRIP_ SEE NOTE 2, SHEET 2. FLANGE EMBEDMENT 010 OR#12 STEEL FRAME SMS (G5), SEE SHOWN 0 TABLE 2, SHEET 2. o I �114'MAXSHIM 2 LEI 13 73 aDADE APPROVED MULLION,29 - FTC COMPLIANT ALUMMUMlSTEEL FRAMING OR STEEL STUD. MAY BE —1 VISIBLE FAD VERTICAL OR HORIZONTAL LIGHT LITE SEE SUBSTRATE PROPERTIES, HEIGHT TABLE 2. SHEET 2 BUCK HEIGHT EXTERIOR a � 21 OROOR 23 VISIBLE LIGHT OPERABLE (SEE SHEETS 6S) HEIGHT SASH TYPICAL ALL SASH_ 1B WEEP S OPT. NOTCHE 3f4'X 1!4' 14W X 1f4' FL Ff w INSTALLATION OPTION 3 INSTALLATION 21 ROOR 23 ANCHORED THROUGH FRAME AND IX BUCKSTRIP INTO CONCRETE/CMU. OPTION 4 BEE MSTALLATION NOTES SHEET 2 (SEE SHEETS 6-8) SEE NOTE 2, SHEET 2. ANCHORED THROUGH TYPICAL FOR ALL FRAME INTO METAL 'XO' OR'OX' SASH 114' MAX SHIM — EMBEDMENT I+--• 1f4'MAX­ SHIM 19 16 16 30 29 � 13 20 OPERABLE 43 40 EDGE �] SASH a L� DISTANCE 37-39 , 2 FIXED41 LITE _ �� VISIBLE ❑ O • • TYP. ANCHOR TYPE, EED O —EDGE DISTANCE PER -� LIGHT WIDTH SUBSTRATE, SEE TABLE 2, SHEET 2. � II OO� VISIBLE LIGHTWIDTH iii������ 42 EXTERIOR D '. .. ' FLANGE FRAME�nn SHOWN 73 24 O 25 O 26 (SEE SHEETS 6S) TYPICAL FOR ALL 14 V 4 EQUAL FRAMELEG(1)AT MID -SPAN OF INTERLOCK SHOWN O (1) 3-1/2• FROM EACH SASH 'XO' OR'OX' FIXED MEETING RAIL BUCK WIDTH AND (1)AT CENTER OF SASH SASH STILESIRAILS HORIZONTAL SECTION A -A (OX) 22 ORO 18 1g 16 (SEE SHEETS 6-8TYPICAL ) --------+wh n owe e,� %�; L FOR ALL °XOX" SASH 4 'XOX' FIXED MEETING RAIL BUCK WIDTH - 33 1/4'MAX EQUAL -LEG PRODUCTREVISED SHIM HORIZONTAL SECTION E-E VM FRAME wcomplying with the Flod a o INSTALLATION AS PER SECTION "ABOVE SHOWN BaiksinsCde EQUAL LEG Acrepte¢eeNt i6•o 14•IF� FRAME SHOWN �i �..+ lifil '%% ReWwd W. DoW. Ream 0� EMBEDMENT INSTALLATION .. ReYfedW. Dole: I + OPTION 2 V " ANCHOREDTHROUGH,q, )° _ . FRAME DIRECTLY INTO �. _F® D„� Die CONCRETEfCMU. DISTANCE ANCE VISIBLE LIGFIT FORMULAS C{ (6 : =1 ` FLANGE & EQUAL-LEGBOX FRAMES J ROSOWSKI TYP.ANCHORTYPE,- 6 �� �= EMBEDMENT AND EDGE VERTICAL (EQUAL -CITE, XO OX) �) '•, •,.�'�:' 1070 TECHNOLOGY DRIVE Tiff. Dow, DISTANCE PER SUBSTRATE, WIDTH: BUCK WIDTH/2-4.1/4• ;, •.. `C k`� ' .: , ' N. VENICE• FL 34275 HORIZONTAL ROLLER- NI 05/15h5 SEE TABLE 2, SHEET2. SECTION B-B HEIGHT: BUCK HEIGHT-T-1/4' i, :,=��, •"•' �;.'��` P.O. BOX 1520 •c,((5r,, +,1.•t�•. NOKOMIS, fL 34274 Serf-/ . Sca/c 191370F.15 fa�4 Druruig No. R�r. ^rt PE' P'E CERT. OF AUTH. 129296 HR-5410 NTS 3 OF.15 MD-HR5410-01 A INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 5 ANCHOREDTHROUGH I INTEGRAL FIN INTO 2X �.. EMBEDMENT 1, WOOD FRAME OR BUCK- --LL STRIP. SEE NOTE 2, EDGE SHEET2. DISTANCE J•CHANNEL FRAME SHOWN nn 1 BUCK HEIGHT INSTALLATION OPTION 7 ANCHORED THROUGH FRAME SEE INSTALLATION NOTES SHEET 2 INTO METAL (INTEGRAL FIN/FLANGE REMOVED) ----i �-- 1!4' MAX. SHIM 19 16 114- MAX SHIM TYP. ANCHOR TYPE, FIN ANDIOR EMBEDMENT AND EDGE FLANGE MAY BE DISTANCE PER SUBSTRATE, REMOVED IN -FIELD SEE TABLE 3, SHEET2. nAMP ADoonVcn Lmu 1InN. f TYPICAL FOR ALL 'XO" OR'OX' SASH 30 16 10) OPERABLE C SASH INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, SHEET 2. EMBEDMENT 29 EDGE J DISTANCE TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. (SCREW SHOWN) FIN FRAME SHOWN INSTALLATION OPTION 8 ANCHOREDTHROUGH FIN INTO METAL (FLANGE MAY BE REMOVED) #10 OR #12 STEEL SMS(G5�SEE TABLE 2, SHEET2. 3l4-x va- qja I v"^ <`j 'I LIGHT WIDTH r, - —%0 14 J-L i,V J•CHANNEL 1.114•X t/a• (SEE SHEETS 6-8) TYPICAL FOR ALL FRAME 16 'XOX' FD(ED MEETING RAIL SHOWN ED 33 BUCK WIDTH s �114"MAX HORIZONTAL SECTION F-F (XOX) aB�Yrob w& de Flamm o O SHIM (1) AT MID -SPAN OF INTERLOCK INSTALLATION AS PER SECTION D•D ABOVE B0"di o Cbde FIN FRAME T O (1) 3.1f1' FROM EACH SASH . •. , De#a 4r ,6 SHOWN II CORNER AND (1) AT CENTER OF • �Revt»A W. DO : Rovisim SASH STILESIMLS `(;:!1 TYP.ANCHORTYPE, O c�............_+I.gN•.-,: EMBEDMENTAND �:'," EDGE DISTANCE PER EDGE DISTANCE _ RavtTM W. �°' R0f*90^' SUBSTRATE, SEE SEE _� +. �, 5 %•� �'`' �— TABLE 3, SHEET 2. : F.� • - �1 EMBEDMENT �r4 ( OrasA BY.ws)eLE LIGHT FORMULAsCi 6J-CHANNEL &INTEGRAL FIN FRAMES J ROSOWSKI INSTALLATION OPTION 5 VERTICAL LEQUAL-CITE, XO & OX) r`' ? 1070 TECHNOLOGY DRIVE Tiar. fie: ANCHOREDINTO OODFRA FRAME BUCK- SECTION D-D WIDTH: BUCKHEI HT-7-1//4' F:� i•:; •;_.,.= : N. P.O. B, FL 34275 HORIZONTAL ROLLER - NI 05/15N 5 INTO 2X WOOD FRAME OR BUCK HEIGHT: BUCK HEIGHT- 7-1/4' '��'�, �;�:+,; ""' ;• '�"% •� � P.O. BOX 1529 STRIP- SEE NOTE 2, SHEET 2. �71. ' :)i j}�;= its' NOKOMIS, FL 34274 y�n�*• Scala Sheet �e'%a9 No. Rev. A lYNNJAh1�li P.E (ITT OF AUiH i2e29s HR-5410 NTS 4 OF 15 MD-HR5410-01 A P.E.# 58705 STRUCTURAL 114" NOM. �OLYISOBUTYLEN WITH DESICCANT KODISPACE °R' GLASS Ts 4SG TPS I T. GLASS BUM & DESICCANT FOAM DURASEAL® Exr. GLILSS � SPACER INT. GLASS HOT -MELT BUM STRUCTURAL SILICONE FOAM 3/16• NOM. WITH DESICCANT IGLASS SUPER TB SPACER'WNXT- INT. (LASS POLYISO- DESICCANT FILL AREA BUTYLENE 5116' NOM. SEAL ICONE SEAL ROLL -FORMED STAINLESS STEELXL EDGE'" VIWWTSC,LASS EXT GLASS_SPACER Part# Description Material 76 Kommeding 4SG TPS Spacer System See this Sheet for 77 Quanex Super Spacer nXT with Hot Malt Butyl 78 Quanex D iraseal Spacer Materiels 79 Cardinal )Q. Edge Spacer ERENCE TEST REPORTS: FTL-8717, e9 & 69 3/4' NOM. 1/8" A GLASS 1/2" AIR SPACE- 1/8" A_ GLASS — aEXTERIOR 1/8" T GLASS — 1/2" AIR SPACE- 1/8" T GLASS — aEXTERIOR 314" NOM. GLASS TYPE 1 GLASS TYPE 2 —►{ 3!4• NOM. 3/1 6" A GLASS 3/8" AIR SPACE 3/16" A GLASS G] EXTERIOR GLASS TYPE 3 3/4' NOhL 3H 6" T GLASS 3/8" AIR SPACE 3/16" T GLASS aEXTERIOR GLASS TYPE 4 TYP. GLAZING DETAIL OM.GLASS n?. GLA71NGNOTES: PRODUCT REVISED 'A•=ANNEALED uscompiyinSVVilbtheFlorid. •1" = TEMPERED Bending CO& Acrepmen N. 1lo-b l4 IS �'t.:... '`':��'�, JR 05/05/16 MOVEDCLSTR OADDED EraLS By RmAnd E,. DOb: Itjt8lAi ', C( 6 I`�1�6 r J4 ® GLAZING DETAILS J ROSOWSKI 1070 TECHNOLDGY DRIVE Tm.: oorr '�, ',.(,`:: •..;'c�t<`.�.•�:••:• "�"'M 542� HORIZONTAL ROLLER WINDOW - NI 05/15/15 Q:�1(>-. PIN- `' P.O. BOX 1529 NOKOMIS, FL 34274 suwAlbdok �� sn..c ("ft ft Rrr Rn TL,Mq.LEKP.E. P.E.1t5B705 CERr. OF AUK J29296 HR-5410 NTS 5 OF 15 MD-HR5410-01 A Index to AB Design Pressure and Anchor Quantity Tablas conft 61a:. Wklth M4a. How Glen TYPO Rant Leval Design Po3sun AllehorOuarlh7 Tahb 0 Paco a Tabb 11 Pago M Im or OX 7S 54 S4' 1 1 9 9 2 7 9 14 9 er 9 10 7 16 10 7S 5P 54- 2.4 1 6 8 13 9 2 7 6 14 e 63, 72' 3 10 7 18 10 4 11 9 18 10 )mX 120' or 1 3 8 7 17 1 er 2-4 9 9 7 18 12 1 12 a 1 19 1 13 Ct0° Types 1-44 Design Pressure bs for XO or OX Windows Rellalevel R1 WhMowBuck Height 30' 36' 49' S4' 2540 -IS&O 1400.0 +65.0 -100.0 +65.0 1 -100.0 +65.0 1 -100.0 28' +85.0 2o.o +8.D -100.0 +66.0 400.0 +65.0 400.0 M. +610 -100.0 +e6.0 -100.o +65.0 442 +65.0 -81b 42- +65.0 -1o0.0 +85.0 -1o0.0 +85.0 .83.9 +85.0 72.4 4V +810 -10M0 +65.0 400.0 +65.0 76.5 +610 .65.6 60' +65.0 -100.0 +55.0 -100,0 +68.0 -M.8 *56.5 -Wb 77 +65.0 -100.0 +65.0 449 +60.3 •60.3 +50.0 uD.D aex J-- 1J rurswvul- R TGRI F 7- Guu Type3 1 •4 0 Desl nPressure (f bste for XO or OX Windows Rela Level R2 Window Buck Height 37 3S 48' se 25-1m +65.0 -130.0 +85.0 -130.0 +65.0 -130.0 +85.0 1.130.0 28' +65.0 430.0 +65.0 -130.0 +610 430.0 +65.0 -130.0 3S 465.0 -130.0 4650 -130.0 +660 416.5 +610 409.5 m 4T +65.0 430.0 +65.0 -130.0 +85.0 41.7 +610 -02A 48' +65.0 43D.0 4610 -120A +610 -85.9 4eS0 72.6 60' +650 -130.0 +65.0 -114.8 +65.0 •83.5 +610 7S +65.0 40D.6 +65.0 44.9 +65.0 -720 +65.0' -85.5' + -'U ry UUi I coca 4- btae 1Aa1t 14 KW ANU1UKFMh R --y I 4' MAX. O.C. SECTION DETAIL SECTION DETAIL FOR WINDOWS WITH 21 FOR WINDOWS WITH Q p 21 LEVEL R1 REINFORCEMENT O LEVEL R2 REINFORCEMENT U 5-ANCHOR (REINFORCEMENTS SHOWN SASH (REINFORCEMENTS SHOWN SASH CLUSTERDETAII IN FIGURES APPLYTO ALL HEIGHT IN FIGURES APPLYTO ALL HEIGHT FRAME TYPES d. FRAME TYPES & CONFIGURATIONS) O CONFIGURATIONS) 21 21 4-MAX. O.C. a SILL aQR SILL a 4-ANCHOR CLUSTER DETAIL sasH WIDTH SAS*WD111 4'MAX.O.C. -+1 o o MEETINGRAIL G RAIL 21 21 21JAMB Fxrcle0a JAMS an ODUCrREVISED r3-AINCHOR ffiSTER DETAIL aveti° J(r0 IB NOTES: 1} USE THESE TABLES FOR ALL WINDOWS •�''.,E �':' � .<.�' • . JR 05/05/16 M OVED CLUSTER BY Prodad7 INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. (j�.::y.�,.ti'••. DETAILS S' MAX.O.C. 2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK - Rorfe.d W. Data, 4' MIN. O.C. i HEIGHT (SEE SHEETS 3-4). SASH SIZE IS AS PER THE _ FIGURE. :. + 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT ` ON THE ABLE.WIDTH ORHEK;HrDIMENsroHSHOWN � 6 DESIGN PRESSURE TABLES J ROSOWSKI 4 y IM-1 TABLE. -trs•1r31r3' INDICATE THAT 6 I � , <' 72-AdNCHOR ""' 1070 TECHNOLOGY DRIVE Title: STER DETAIL YTMVIiOHIN STANDARD1AsH WIDTH CONFIGURATIONS FALL t4• �� � 34275 HORIZONTAL ROLLER - NI 05/15/15 COLUMN. 'CUSTOINDICATES THAT NO :Ip.; ":� ` P.O. BOX 1526 M' STANDARD SASH CONFIGURATIONS FALLWTTHW i'•' • NOKOAIIS; FL 34274 Scakr 571aa4 Drllrhq No. Rw: THE RANGE CERT. OF MH. /29296 HR-5410 NTS 1 6 OF 15 MD-HR5410-01 A 3!10"pN~ � ODmy m D i3fq Giirliol �.. S2 g% z m -m�l m �g°y$ 8;zy C ow T o � 3 DI90p �'- ? 2 2 (YAl O O m �NC(_IIp YZ �Z 1€� zz gm Z O N �_WWAn g x 7fi mA0 � C) eIo to Fn Fm V mz„ o C AA m pi 2 mm�^ x T m m c1 � � � W oo;u_� �o N� m00 > .Yi.' AM RIBn x O'n N N —1 , m���n�� 0 m O o Z o o N 1 N Z ul m m CO) N N m N Z Q C - m T -� m CO m 1 � m 0 co m cn v� � o r �6N g O O Of tn N4�bw Buck WYi!h N k B ��xx�gX��xxgxxP��X��;� x`ixxC x�e x�e :KA x xA:aKx 3x}xxa����xx�x��x:cxxx� ' ,fnn ,�'n N � •�' p ,NA � W ,'m ,$'w� j�'$ :1 $yyl o $toy pp� aQ •'w {N� � � '3 � i!ii Ali G � 6 Y' ,i'n •�i !K � ii G � O O O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C w g$ g$ 8 8 8 8 8 _ 8 8 pp 8 p 8 8 8 g 8 g 8 g R b b b b b b b b o o b o b 'v b b b O in � � � � 3 s ,L'i � � N � u �i f^ � � � � is � f�e^ aT 0 0 0 0 0 0 0 o b b o o b o 0 o b o b m � 8 8 g 8 8 8 8 g 8� n o A b A b b b b b o o* b** o** b b b b o o � 3A 3 t� * t * Ali � 2: G F N � z �^ �^ �^ 0 o b b b o o ,1n o b o o b o 0 0 0 o b o o�� off a m♦� ��s�s��oss."sg�g m m♦� m♦m � iipi eg v m o m m e e o 0 ot b♦1 a p♦ p p y:♦ p ♦m +m p p b o 0 0 o b o 0 0 0 0 0 o b o b b b coo � � e u m m m m b m A A m m m o 0 0 o b o b b b � 1 b � � N 'v t�n o m o 0 IMndmv Buck VNdth A ffpp W yy '9 gg 4 Yea' Y x�xxxxxg�:e€xxx;exx � Y�YxXxK�X��xY.x:<X� 3 0 Sip p 0 o b ♦ o 0 a}� o b pr1 y} o 0 p1 0 0 q}�g} 0 o p m Q q 0 0 o b b e o 0 o b o o b o 0 0 0 O O O O b O O O O O O p O �o 0 0 oY o e e c b o 0 o b o o b b o b b e o o� c m m q m PU mm O♦m ♦mm y}m� ♦qm }�A1 mOy ♦mp QO♦� {op b O b O A 0 0 0 0 0 0 0 0 0 0 0 0 p O A N A Q V m 0m m �O FJ O p O D w,,.ro� 9uek wlan �, g G b o o e o 0 0 b O O O O O b p a � gg8 � o o m X m f0 m$a S O V m 0 0 0 0 O � TQ 0 T C� �0 0 0' Wig � T co U. Z co ~ W w JH x z y = N W a Cl)!7f NQ 2 - � N � � � Z 0 o z 0 o o N w _ _ O ZLU 7!wut a0� NO0 OZW�v,.3 o= Viz - CO O µ_j W ILLjI 1. �:;q.G,' • ... � �,`: � w w Z w— Y.ZO= 2 z� z cw7 r`LnWF 29 F= K W (. 04==5 m LL r Lu o g� O a r aZ pt S Q w U O m� �' icwr �p�9QQo �07�U0 O rOs, 2S r a6 SN SZzj �o Z 7, g glffsai �Nt97z O O A�t3� M N o 0 0 0 0 0 0 �7 O O O m N ry o 0 0 0 0 0 0 K o 0 0 0 o ¢U' x fWpq F • O O �i � O O R $ m 1` � � g M 1� 1gy g O {`j eM� ♦� q M •.t 1� �1 o 0 0 y0� 0 0 0 o g o 0 0 0 0 o b o o g o b • Op Op M Pl o 0 O O 0 0 O Op 0 o ry R e o oO�y 0 0 ry V � � 0 O .0 0 0 0 oj, o 0 0 0 0 0 Mum.. 0 0 0 0 0 0 o e o o 0 0 o} o 0 0 0 0 o g q o 0 0 o a ry o a a ry ,* o d 0 u0� �0Q 0 o Via¢ o o eel .,oQ �qQq yoqb god e ° o 0 0 0 0 0 0 0 0 0 0 o r o 0 o m o o m o i � ♦ � � 04 � � yO( iQ�6 W h 1'6 ..O{yO� � yO{ �µOy O aafpp 0 m � � W Cl (+! PI !ml a� tml O M CI Cl Ml � tml � � l'! !•/ fmD MI j fiygN �aq N M .fir tTj � 41DIM HNIB�WNA TABLE 13: Anchor Quantities for XO or OX Windows Glass Types 1-4 Sash Width 30• Height 36• Height 1 48' Height 54' Heig131+C2+1 30' Height 36' Height 48' Height 54• Height Head Head Head HeadHead Head Head Head Level fin) & Sill ' & Sill IIII &Sill ' & Sill& Sill Rt Anchor Group A Anchor Group C 25-1/2' 12.147 1+C2+1 2 1+C2+1 3 1+02+1 3 1+C2+1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 v 28• 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+02+1 3 1+C2+1 3 1+C2+1 3 36' 17.397 1+C2+1 21 1+C2+1 3 1+C2+1 3 1+C2+1 31 1+C2+1 21 1+C2+1 3 1+C2+1 31 1+C2+1 3 m 42" 20.397 1+C2+1 21 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 '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 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 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 Anchor Group B Anchor Group D 25-112" 12.147 1+C2+1 121 1+C2+1 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+CL+1 3 28• 13.397 1+C2+1 2 1+C2+1 1+C2+1 3 i+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+13 38" 17.397 1+C2+1 2 1+C2+1 t13 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 42" 20.397 1+C2+1 2 1+C2+1 1+C2+1 3 1+C2+1 2 1+C2+13 1+C2+1 3 1+C2+1 3 48' 23.397 1+C2+1 2 1+C2+1 1+C2+1 3 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 2+C2+2 3 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 F3 2+C2+2 3 2+02+2 2 2+C2+2^' 3T 2+C2+2" 3 ry 2+C2ro2 11 3 1A -; Glass Types Anchor Quantities for XO or OX Windows 1-4 Sash Width 30" Height I 36' Height 48" Height S4" Height 30' Height 36' Height 48' Height 54• Height Head Head Head Head Head Head Head Head Reim Level �0� & Sill no & Sill & Sill & In & Sill & SDI i0, & Sill m, &SDI R2 Anchor Group A Anchor Group C 25-1/2' 12.147 1+C2+1 2 1+C2+1 3 t+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 3 Y 36' 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 m NOtAliowed 42• 20.397 1+C2+1 2 I+C2+1 3 1+C2+1 3 1+C2+1 3 4W 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 60• 29.397 2+C2+2 2 2+02+2 3 2+C�+2 3 2+C2+2 3 75• 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Anchor Group B Anchor Group D 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 28- 13.397 1+C2+1 2 1+C2+1 31 1+C2+1 31 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 31 i+C2+1 3 Y 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 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 48' 23.397 1+102+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+102+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 3 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+2 131 2+C2+2 2 2+C2+2 -I... 31 2+C2+2 a I-n 3 2+C2+2 11--.CCI 13 in; Max. Anchor O.C. Anchor Anchor Spacing for "Integral- �'p E Group F Fin" Installation 2.5• 4' 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 FD(ED SECTION +A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL + (2) ANCHORS AT THE SASH TOTAL OF 7 ANCHORS AT THE HEAD AND 7ANCHORS AT THE SILL SEE ELEVATION, SHEET 1 SEE ELEVATION, SHEET SEE CLUSTER D� SHEET 6 SEE ELEVATION, / O" X / SHEET I SEE — ELEVATION, SHEETMEET RAIL REPEAT ANCHOR PATTERN AT SILL FOR XOX WINDOWS: ANCHOR QUANTITY PERJAMB 1+"(,3+2+C3+1 41 HEAD AND SILL ANCHOR QUANTITY: (1) ANCHOR ATTHE SASH + A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL + (2) ANCHORS AT THE FD(ED SECTION + A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL + (I) 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 SEE ELEVATION, SEE X _ / O X SHEET 1 ELEVATION, SHEET MEETING RAIL SEE CLUSTER DETAILS, SHEET REPEAT ANCHOR PATTERN AT SILL Max. Anchor O.C. Anchor Spacing for "Integral- Group F 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. Y Q 01 O Z rC p O n ro eIW O 0 � 0 lt. m ji Co 9 ue1 S W auo F Z m p W 0 J Z 1 _ o� QO Q ' .- z o. z ., iLL O J (A ® Q It N _j J Q Z Z a o N o = Z O_ - �ti A L`%NJJ MILLER, Pa P.E.A M705 d4V�NNNAw±tA+#A+mt1h .NNQN�A+W+f+A.n�+1an • ' • igG f p�z�N((NCNwANAn�NnA►N+(NwNA+ANmnnN n7_-!W�i}ANA+nNnnANnNNN`NwA+AN)%�d:ow • ' Buck uck W+tAnA+.if+7i".dnt�t5�*A;A•}V_�tiiNNntth ;%Ot�V;OnNNA+ANNw-e- Window= mVN(A�NA+nANo� tVW±0NN(1�EAn♦+A++c+,7n1 Buck 0G �iNNwryINIANA�[#n+�NnS�NA+eJyd53YYo�tVfsNwA<W Buck uck 9>mcH^�'mOt�� WCvo Nz����((VN+wNNNANN��NnNA deo �vyWh�g°3��EnwnN�A+w BtAO�VNnw+J�sA��N.1fu,A���A+.++=V�7 rn c'k i0 5? ���VQw�II�A INn$w#A�[[A3 dNOWgWWV�w+µn.AN�A�o+nA,++s++lo�' " �8NN�wA��ANN�R'+A� ++�k ��b�O'Qa°AC�OOC• ! �w�l�3�g< $ J T v0 �tmpSoSV310 . wV�V 4 m ex I r ill + M 2 is, nAnN O —s it 4 2 I A N A HgD8v a-Tgy + S ^� m N 2" uAn Jamb x���xQ 0Ps APO zi3SS��G T =^�AZ WOis Oo0C nm3: mv m 1070 TECHNOLOGY DRIVE Re, 2 N. VENw.ICE, FL 34275y Jamb P.O. BOX 1529 NOKOMIS, FL 34274 CERT. OFAUTH.N(941)138-1600kk g ANCHOR QUANTITY TABLES 05/16/15 '" HORIZON ROLLER - NI J ROSOWSKI g HR-5410 INTS 10 OF 15E� MD-HR410-01 Id A Npp�VN �,OVNNNnwAAiN+NNNNA�Ann3i/V • Gfm T'Pa 1 Ssah Oonlgunition Sash 1Md� Ratge Cm) -Anchor QuanMs for XOX Windows 24' Hftht 30' Haight 36' mght 4$ Haight SV FMight S3' Height 24' Height 30' HeW 38' FA01 48' Height se Height e3' Heighi Rand Level R3 Hoed a Sa a a Head a Sill Head a SiA a Ftsad a Snl a Head a Snl a a Head a S01 Head 8 Sgl a Fiend 8 3i8 a Head 8 sID a Read 8 311 a Head 8 Sill a a Head 8 $7 Anchor Group A Mdtor Group C 35-IW )i-N-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+WC2+1 4 1+C2+D'C2+1 4 1+C2+D+C2+1 4 1+C2+0►C2+1 2 1+C2+O�C2+1 2 1+C2+D+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 14C2+0+C2+1 4 12.30B-12308 1tC2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 t+C2tO+C2+1 4 1+C3+O+C3+1 4 1+Q+0+C2+1 2 i+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 14p+0+p+1 4 j,%_Y4 11.391-13.397 1+C2+O+02+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+D+C3+1 4 1+p+0+C3t1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 21+C2+0+C2+1 3 1+p+0+p+1 4 1+p+0+p41 4 14p+0+pt/ 4 45-1/8' is-)'s-ia 13.3SB-14.683 1+C2+0+G2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+9+C3+1 4 1+C340+C3+1 4 1+C2+O+C2+1 2 1+C2+D+C2+1 2 1+C2+0+C2+1 3 1+p+O+CS+1 4 1+p+0+p+1 4 1+p+0+C30 4 i4-K-y. 11.391-12.29T 1+C2+0►C2+1 2 1+C2+O+C2+1 2 1+C2+D+C2+1 3 1+C3+O+C3+1 4 1+C3+9+C3+1 4 1+p+D+CS+1 4 14C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 t+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 47�14' )s-)5-K 12.2�-15.558 1tc2►0+c2+1 2 1+c2+0+C2+1 2 1►c2+0+c2+1 3 1+p+o4p+1 4 1+p+04p+1 4 1+p+O►q+t 4 1+c2+0+C2+1 2 1+(�+D.c2+1 2 1+C2+O+p+1 3 t+p*O+C3+1 4 1+p+p+pt1 4 1+C3+O+p+1 4 Custom 11.391-12016 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+Cx+1 3 1+C2+1+M+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 52-118' %-J/ _)s 12.017-13.397 1+C2+0+C Z+1 2 1+C*40+C2+1 2 1+p40+p+1 3 14C340+03+1 4 1+C3*04C3+1 4 1+C3+O+C3+1 4 14C 2+p+C2+1 2 1+C2+O+C 2+1 2 1+C3t0+p+1 3 1+C3+0+CS+1 4 1+03+0+C 3+1 4 1+p+0+CS+1 4 13.398-17.016 14C2+0+C2+1 2 1+Q+O+C2+1 2 1+C3+D+0+1 3 1+p+O4p+1 4 1+C3+0+C3+1 4 1+p+0+p+1 4 t+C2+0+C2+1 2 t+C2+OiC2+1 2 1+C 3+O+p+1 3 1+C3+0+p+1 4 1+p+0+C3+1 4 t+p+0+p+1 4 Custom 11.391-13.397 1+C2+2+C2+1 2 t+C2+2+C2+1 2 1+C2+2+C2+1 3 1+p+2+C2+1 4 1+p+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+p+1+C3+1 4 t+C3+1+C3+1 4 60r Y,%-Yt 13.398-16.380 14C;2+2+C 2+1 2 14C2+2+C:2+1 2 1+C2+2+C2+1 9 1+C3+2+C3+1 4 t+C3+1+p+1 4 1+C3+1+C3+1 4 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+NC2+1 3 1+C3+1+C3+1 4 t+p+t+p+1 4 t+C3+1+C3+1 4 )s-%-)S 15.361-19.641 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+p+0+C3+1 3 1+C3+0+C3+1 4 1+p+0+C3+1 4 1+p+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C 2+1 2 1+C3+0+p+1 3 1+C3+0+C3+1 4 1+p+O+C3+1 4 1+p+0+p+1 4 j4-%-Y44 17.141-19.110 1+C2+2+C2+1 2 1+C242+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+p+2+p+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+02+1+C2+1 4 1+p+1+p+1 4 1+C3+1+C3+1 4 7S 19.111-24.641 1+Cx+0t02+1 2 1+C3+O+p+1 2 1+C3 G+C3+1 3 1+C3+0+C3+1 4 1+rA4+0+C4+1 4 1+C4+0+C4+1 4 1+C2+O+C2+1 2 t+p+0+p+1 21+p+D+p+1 3 1+C3+0+C3+1 4 1+CA+D+C4+1 4 1+C4+0+C4+1 4 +/,_yj_� 27.841-32518 C�+2+C2+2 2 2+C242+C2+ 2 C2+2+C2+2 3 ZKZ+2+p+ 4 1+C3+2+p+1 4 1+CS+2+C3+1 4 14C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+1+C3+1 4 1+p+1+C3+1 4 1+C3+1+C3+1 4 r%-%-), Custom 32.517-99.841 2+C2+O+Cx+2 2 2+CS+O+p+ 2 2+p+0+C3+2 3 2+C3+0+p+ 4 2+C3+0+CS+2 4 2+C3+p+p+ 4 2+C2+O+Cx4 2 2+p+p+p+ 2 2+C3+0+p+ 3 2+C3+0tC3► 4 2+C3+0+p+ 4 2+C3+O+C3+ 4 _121 +/e_X_� N -39.841 2+C2+2+C2►2 2 3+C2+2+02+ 2 2+C2+24C2+3 3 2+p+2+p+ 4 2+C3+2+C3+2 4 C3+2+p+ 4 2+t2+2+t2+ 2 2+Lx+2+C2+ 2 2+C2+2+C2+ 3 2+C3+2+p+ 4 2+p+Z+C3+ 4 2+p+2+p+ 4 Anchor Group 0 Anchor Group 0 35.1/C Y4-i's-)a 11.391-11.391 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+O+Cx+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 t+C2+OtM+t 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 14C2+O+CZ+1 4 3$ 3"-% 12.303-12308 1+o2+D+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+03+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+02+0+C2+1 4 1+C2+9+C2+1 4 1+p+0+p+1 4 y-%-y 11.391-13.397 1+Cx+0+C2+1 21+C240+C2+121+C2+0+Cx+1 31+p40+p+141+C3+O+C3+1 4 1+C3+O+C3+1 '4 1+C2+0+C2+121+C2+D+C2+121+C2+0+C2+1 31+C3+G+C3+1 41+p+0+pr141+q+0+C3+1 4 451!$ )s X-SS 13.988-14.683 14c2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+p+1 4 1+C3+0+C3+1 4 1+p+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+03+0+C3+1 4 1+p+Wp+1 4 Np+0+C3+1 4 )s-)4-% 11.391-12297 1+C2+0+C2+1 2 1+C2+0+CZ+1 2 1+C2+0+C2+1 3 1+C3+0+03+1 4 1+C3+0+p+1 4 1+C9+D+p+1 4 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+p+0+C3+1 4 1+C3+0+C3+1 4 47314' x % 12-98-15.558 HC2+O+C2+1 2 1+C2+0+(2t1 2 14C2+0+C2►1 3 1+p+0+C3+1 4 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+#C2+1 2 1+C2+o+C2+1 3 1+p+p+p+1 4 1+C340+p+1 4 1+p+p+p+1 4 Custom 11.391-1201S 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+02+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 14C2+1+C2+1 2 1+C2+1+(2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+14Cx+1 4 52.1!$ %.%-% 12.017-13.397 1+C2+0+C2+1 2 1+C2+0+02+1 2 1+p+O+p+t 3 1+C3+0+C3+1 4 1+C3+O+C3+1 4 1+C3+0+p+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C3+O+C3+1 3 1+C3+p+p+1 4 1+C3+0+C3+1 4 Np+0+C3+1 4 m is-)i-X 19aes-t7.018 1+c2+o+rz+1 2 1+c2+0+c2+1 2 14p+o+C3+1 3 t+c3+ap+1 4 t+C3+0+p+1 4 1+pt0+C3+1 4 1+C2a04CZ+1 2 14t:24o+c2+1 2 1+p+0+p+1 3 1+c3+o+p+1 4 1+p+O+pt1 4 Hp+MC3+1 4 custom 11.391-%397 1+C2+2+0241 21+C2+2+C2+1 214C2+2+C2+1 31+C2+1+C2+141+C3+1+C3+1 41+C3+1+C3+1 4 1+C2+14C2+121+C2+2+C2+1 21+C2+2+C2+1 31+C2+1+C2+1 41+C3+1+C3►1 41+C3+1+C3+1 4 60' X-34-y 19.39S-15.360 1+C2+1+C2+1 2 1+C2+2+C2+1 2 14C2+24C2+1 3 1+C3+1+p+1 4 1+C3+14p+1 4 1+p+1+C3+1 4 1+C2+/4C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 t+C3+1+C3+1 4 1+C3+1+C3+1 4 14C3+1+C3+1 4 is.%-Y5 ISM1-19.641 1+02+0+C2+1 2 14C2+U+C2+1 2 1+C3+0+C3+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+p+0+C3+1 4 1+C7+0+C2+1 2 1+C2+p+C2+1 2 1+p+0+p+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+p+0+C' 3+1 4 y_Y,-X 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+p+1 4 1+C3+1+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 t+C2+2+C2+1 3 1+C2+1+C2+1 4 1+C3+1+p+1 4 14C3+1+C3+1 4 7$ )s-)S-% 19.111-24.641 1+C2+O+C2+1 2 14C3+0+C3+1 2 14p+0+p+1 3 1+C+0+p+1 4 1+C4+O+C4+1 4 1+CA+O+C4+1 4 1+c2+D+C2+1 2 1+C3+O+p+1 2 1+p+o+p+1 3 1+C3+O+C3+1 4 1+04+0+C4+1 4 1+CA+O+C4+1 4 %.Y,-Yn 27.641-32518 C242+C2+2 2 2+C2+2+C2+ 2 1+C2+2+C2+2 3 1+C3+2+C3+1 4 1+03+1+C3+1 4 1+p+1+03+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C.'2+1 3 1+p+1+C3+1 4 1+C3+1+p+1 4 1+C3+1+p+1 4 �, Custom 32.617-39.641 C 2+O+C 2+2 2 2+p+0+C3+ 2 2+p+0+C3+2 3 2+C3+0+p+ 4 2+CWI+C9+ 4 2+C3+o+C3+ 4 2+C2+0+C2+ 2 2+CM+C3+ 2 2+C3+O+C3+ 3 2+C3+0 C 4 2+C3+0+C3+ 4 24C3+O+p+ 4 121 %-+/4_+/e -39.641 C2+2+C2+2 2 2+C2+2+C2+ 2 2+C2t2+C 2+2 3 2+C3+2+p+ 4 24C3+2+p+2 4 2+p+Z+C3+ 4 2+Cx+2+C2+ 2 2+C2+2+C2t 2 2+C2+2+C2+ 3 2+C3+2+p+ 4 2+p+2+p+ 4 2+p+2+C 3+ 4 Max. Anchor O.C. �2.3: or Anchor Spacing for "Integral- GE Group F Fin" Installation 4' "MIN. SASH SIZE =WINDOW WIDTH -40.72 •,��• �•••••••�••••••••••�••••••"� 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 NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 4)'114-12-lWAND 'V3-113-1W INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE IN THE ADJACENT COLUMN. 'CUSTOM' INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALLWITHIN THE RANGE Y Q � T T C) C ❑ t. woo 0 T to C!)O a A I W O t9 Z LL uww UWU_ XN o F zW ro Cn J ID Z awa n> �O v Qz �. az °; - LL O F_. _J .. ® z +O z a' Z oio�s o g = z N O_ Q = /, A. LYF7liC`nutttx,,P.E., I I+OLC l6 Gass rypss 2-4 Sash Conegtaaten Sash Width Remge On) Anchor Quantities for XOX Windows 24- MGM 3V Hatht 3S Height 48' Height SC FaIght Sr Height ZV HoWd 30" ftht 38" Height 46' Fe19M SC Height 63" Height Rel d tmtI Head It SVI Head & SVI Head & SW I Heed & Sm Head & SIII Fkad & SW Heed & SG Head & SID Hued & S61 Head & SI9 Head & S41 Hlsad 8 sm Anchor Group A Anchor Group C 35-1/4' %-Y,% 11.391-11.391 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C1+0+C2+1 3 1+C2+O+C2+1 4 1+C2+W122+1 4 1aC2+0+C2+1 4 14C2+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+C2+0+C2+1 4 38' I 34-y5 % 112.308-12= i+C2+MC2+1 2 I+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+OK2+1 4 1+C2+0+C2+1 4 t+p+0+C3+1 4 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 i+C3+0+C3+1 4 -x-%4 11.391-13.397 1+C2+0+C2+1 2 14C2+O+C3+1 2 1+C2+O+C2+1 3 t+C3+O+C3.1 4 1+C3+0+C3r1 4 1+C4+O+C4+1 4 1+C2+D+C2+1 2 1+(2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 I C3+O+C3+1 4 1+C4+O+C4+1 4 45 1/8 )5-35-Ys 13.398-14.663 1.C2+0+C2+1 2 1+C2+0+C2.1 2 1*C2KNC2+1 9 7*C3+O.C3+1 4 1+C3a0*C3+1 4 1+C3+O+C9+1 4 1+C2+0+C2+1 2 1+C2+OK2+1 2 1+C2+0+f2+1 3 14C3+MC3+1 4 1+C3+O+C3+1 4 1+C3+O+C3+1 4 X-)y-y4 11.391-12.297 1+02+O+C2+1 2 1+C2+O+C2+1 2 1+C2+DK7+1 3 1+C3+0+p+1 4 1+03+0+C3+1 4 1+C4+O+C4+1 4 1+C2+O+C2+1 2 1+C2+0+02+1 2 1.C2+0+C241 3 1+C3+O+C3+1 4 1+C3+O+C3+1 4 1+C4+O+C4+1 4 474W )i-)i-)S 12298-15.566 1+C2+0+CZ+1 2 O+CZ+1 2 1+C2+0+C2+1 3 14C3+D+p+1 4 1+C3+O+C3+1 4 1+C3+O+C3.1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+4 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 t+C3+0+p+1 4 Custom 11.391 -12016 1+C2+0+02+1 2 +O+C2.7 2 I.C3.0+p+1 3 1+Ci+D+C3.1 4 1+C4+O+04+1 4 1+04+O.C4-1 4 i+C2+0+C2+1 2 NC2+0+t2+1 2 t+C3+0+M+/ 3 1aC3+0+C3+1 4 1+C4+O+Gk1 4 1+C4+O+C4+1 4 52-IIW X-)§-X 12017-13.397 1+C2+O+CZ+1 2 +O+C2+1 2 1+C3+0+C3+1 3/+p+O+C3+1 4 1+C4+D+C4+1 4 t+C4+0+C4+1 4 14C2+O+C2+1 2 1+C2+0+C2+1 2 1+q+0+C3+1 3 1+C3+0+C3+1 4 1+C4+0+rA+1 4 1+C4+D-C4+1 4 13.398-17.016 1+C2+O+C2+1 2 +6+C2+1 2 1+C3+0+C3+1 3 tap.D+C3+1 4 1+C4+0+C4+1 4 1+C4+O+C4+1 4 1+C2+O+C2+1 2 1+C2.O+C2+1 2 1.C3+0+C3+1 3 t+C9K1+C3+1 4 t+G3+0+C4+1 4 1+C4+Q+C4+1 4 11.391.13.397 1+C2+2+C2+1 2 a2+C2+1 2 1+C2+2+ 2+1 3 1+C3+2+C3+1 4 1+C3+2+C3N 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 t+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C3+1+C3+1 4 m 6'13.398-15.360 1+CZ+2+CZ+1 2 +2+C2+1 2 t+C2+2+C2+1 9 1+C3+2+C3+1 4 1+C3+24C3+1 4 1+C3.2+C3+1 4 t+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 4 1+C3+1+C3+1 4 15.361-19.641 1+C2+OC2+1 2 +0+C2+1 21+C3+O+G3+1 3 7+G+0+C4+1 4 i+04+0+04.1 4 1+C4+G+C4+1 4 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C3+O+C3+1 3 1+C4+D+C441 4 1+C440+C4+1 4 I+C4+0+C4+1 4 MY4 11.391-19.397 1+f2+3+C2+1 2 +3+C2+1 2 t+(2+q+02+1 3 14p+4+C3+t 4 t+C3+4+C3+1 4 1+C3.3•p+t 4 1+02+2+C2+1 2 1*C2+2+C2+1 2 1+C2+3+C2+1 3 t+C3+9+C3+1 4 1+C3+3+C3+7 4 1+Gi+2+C3+1 4 75'%398-19.110 1+C2+3+C2+1 2 +3+C2+1 ]2+C2-4+C2+ 2 1+C2+3+C2+1 31+C3+3+C3+1 4 1+C3+3.C3+1 4 14C3+2+p+1 4 14C2+2+C2+1 2 l+C2+2+C2+1 2 1•C2+2+G2+1 31+C3+2+C3+1 4 1+p+2+C3+1 4 1+p+2+p+1 4 19.771-24.641 1+C2+0+C2+1 2 +0+C3+1 2 1+C9+0+C3+1 3 1+04+0+C4+1 4 1+C4+0+C4+1 4 1+C4+0+C4+1 4 1+C2+0+C2+1 2 1+C3+0+C3+1 2 1+C3+0+C3+1 3 1aC4+0+C4+1 4 1+C4+D+C4+1 4 1+C4+O+C4+1 4 17.641-19.397 1+C2+4+C2+1 2 +4+CZ+1 2 14C2+4+C2+1 3 1+pM+C3+1 4 1+C3+4+C3+1 4 14C3+3K2+'1 4 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 90' X-Y,% 10.390.74.380 14C2+3+C2+1 2 +4+C2+1 2 14C2+4+C2+1 3 1+C3+4+C3+1 4 1+C3+4+C3+1 4 1+C3+3•C3+1 4 1+C2+2+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 %-%-% 24.361.31.641 2+C2+3+02+2 2 43+C2+ 2 2+C2+3+C2+2 3 2+C3+3+C3* 4 1+C3+2+C3+1 4 1+C3.2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+CZ+1 2 1+C2+24C2+1 3 1+C3+2+C3+1 4 14C3+2+tlH 4 14p+2+p+1 4 Y.-%-Y. 29.641 -32.515 +C2+4+C2.2 2 .4+C2+ 2 2+C2+4.C2.2 3 2+G3+4+C3. 4 2+C3+4+C3+ 4 2+C3+3+C3+2 4 2+C2+3+C24 2 2+C2+3+C2+ 2 2+C243+C2a2 3 2+tl43+C3+ 4 2+C3+3+C3+2 4 2+C3+2+p+ 4 17A}S-)j.y, 32518-39.841 +C2+3.C242 2 +4+ 2 3+C2+44C243 3 2+C3M+C34 4 2+C3+3•p+ 4 2403+2+C3+ 4 2+C2+2+C2+ 2 2+C2+3K2+ 2 2aC2+34C2+ 3 2aC3.3+p4 4 2+p+2+C3+2 4 24C3+2+tl+ 14V custom "-39.641 +C2M+C2+2 2 +4•C24 2 24C2+44C2+3 3 2+tl+4+C3+ 4 2+p+4•C3+ 4 2+C3+3+tl. 4 2+C2+3+C2+ 2 2+C2+3+C2+ 2 2+C2+3+C2+2 3 2+C3+3+C3+ A_-21412+C3+2+CS+l 4 Anchor Group B Anchor Group D , 35.114, %-%-Y 11.391 -11.391 1+C2+0+ 2+1 2 1+C2+O+C2+1 2 1+C2+0+ 2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 14C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+0+ 2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 38' yi-)i-X 12308-12.308 1+C2+0+ 2+1 2 1+C2+O+C2+i 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4/+C2+0+CZ+1 4 1+C3+0+C3+1 4 t+C2+0+C2+1 2 1+C2+0NC2+1 2 1+C2+0•C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C3+0+p41 4 11.391-13.397 1+C2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+123+0.C3+1 4 1+C3+O+C3+1 4 1•C4+0+C4+1 4 1•C2+D+C2+1 2 i+C2W+C2+1 2 74C2+O+C2+1 3 1+C3+0+C3a1 4 1+C3+O+C3+1 4 1+C4+O+C4+1 4 13.398-14,683 1+C2+0+C2+1 2 1+C240+C2+1 2 1+C2+0+C2+1 3 1.C3+O+C3+1 4 1+C3+O+p+1 4 14C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1aC2+0+C2.1 3 1+p+0+p+1 4 i+p+O+p+1 4 t+C3+0-C3-1 4 Y,%-y 11.391-12297 1+C2+O+C2+1 2 1+C2.0+C2+1 2 1+C2+0+C2+1 9 1+C3+0+p+1 4 1+C3+O+C3+1 4 1+C4+0+C4+1 4 1+t2+0+C2+1 2 1+C2+0+C2+1 2 1+C7+O+C1+1 3 1+C3+O+C3+1 4 1+C3W+C3+1 4 7+C4+O+C4+1 4 47-UC Yi-34-% 12280-15.568 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1.C340+C3+1 4 1+C2+0+C2+1 2 taC2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+03+0KB+1 4 Custom 11.391-12.016 1+C2+0+C2+1 214C2+0+C2+1 21+C340+C3+1 3 1+p+0+C3+1 4 1+C4+O+C4+1 41+C4+0+C4+1 4 1+C2+D+C2+1 2 1+C240+2+1 21+C3+0+03+1 314C3+D+C3+141M4+0+C4+1 41+04+0+04+1 4 52-1/8' )S-y. y. 12.017-13.397 1+S2+O+C2+1 2 1+C2+0+C2+1 2 1+C3+o+C3+1 3 1•C340+tl+1 4 1+04+0+04+1 4 1+C4+O+C4+1 4 1+Cx+D+C 2+1 2 1+C2KI+C2+1 2 1+Ci+0+C3+1 3 1+C3+O+p+1 4 1+C4+O+C4+1 4 1+C4+O+C4+1 4 L 1S-)i-�i 19.3�-17.616 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+03+0+tl+1 3 1+p40+C3+1 4 t+C4+0+C4+1 4 74�C4+p.C4+1 4 NC240+C2+1 2 1aC2+0+C2+1 2 1+p+0+C3+1 3 1+C3KhC3+1 4 14C4+O+C4N 4 4 Custom 11.391-13.397 I+C2+2+C2+1 2 14C2+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.C2+2+C2+1 2 I+C2+2+C2+1 3 1+C3+2.C3+1 4 1+C3+2+tl+1 4 1+C3+t+C3+1 4 m 60' %-%-)5 13.398-15.360 1+C2+14C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2.1 3 1+p+2+C3+1 4 14p41H�+1 4 1.C3+1+C3+1 4 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 14p+1+C3+1 4 1+C3+1+C3+1 4 1+C3+I-C3+1 4 )S-%-X 15.361-19.641 1+C2+0+C2.1 214C2+0+C2+1 2 1+C2+0+C341 3 t.C4+0+r441 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+C3+O+p+1 3 1+C4KI+C4+1 4 1+C4+O+0441 4 1+C4+0+C4+1 4 Cortaro 11.391-13.397 i+C"2+2+C2+1 21+C2+3+C2+1 2 1+C2+34C241 3 t+C3+3+C3+1 4 1+p+3+tl+1 41+C342+C3+1 4 14C2+2+C2+1 21.C2+24C2+1 2 1+C2+2+C241 31+C3+3+tl+1 4 1+C3+2+C3+1 4 1+C3+2+C3+1 4 75' Y-j4-1a 13.398-19.1f0 1+Ch2+C2*1 2 1+C2+24C2+1 2 14C2+3+C2+1 3 1+C3+3+C3+1 4 1+C3+2+C341 4 1+C3+2+C3+1 4 1+C242+C2+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 14C3+2+C3+1 4 %-)S-X 1 %111-24.641 1+C2+0+C2+1 2 1+040+C3+1 2 14C3+0+C3+1 3 1+04+0+C4+7 4 1+C4+O+04+1 4 1+r4+o+C4+1 4 1+C2+D+C2+1 2 I+p+C+p+1 2 1+C3+O+C3+1 3 1+r4+0+C4+1 4 1+04+0+03+1 4 1+C4+0+C4+1 4 Custom 17.641-19,397 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C 3+1 4 1+tl+3+C3+1 4 1+C3+3+C3+1 4 1+C2+2+C2+1 2 1.C2+3+ 2+1 2 I+C2+3+C2+1 3 1+C3+3++1 tl 4 1+C3+3++1 tl 4 1+C3+2+C3+1 4 96' Y -omy.+ 19.398-24.360 1+C2+3+C2+1 2 14C2+3+C2+1 2 1+C2.3+CZ+1 3 1*C3+3+C3+1 4 1+C3+3+C3+1 4 l+C3+2+C3+1 4 14CZ+2+C2+1 2 14C2+34C2+1 2 1+p+3+C2+1 3 t+C3+3+C3+1 4 1+C3+2+C3+1 4 1+C3+2.p+1 4 X-%-)4 24.381-31.641 1+C2+2+C241 2 2+C2+2+C2+2 2 2+C2+3+C242 3 1+C3+2+C3+1 4 1+C3+2+03+1 4 14p+2+C3+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1aC2.2+C2+1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+C3+1+C3+1 4 %-%-Y4 29.641 -32.515 +C2+3+C2+2 2 2+C2+3.C2+ 2 2+C2+3.C2+2 3 2+p.3+C3+ 4 2+C3+3+C3+ 4 2+C3+2+C3+ 4 2.02+2+02+ 2 2+C2+3+C2+ 2 2+C2+3+02+ 3 2+C3.3•C9+ 4 2+C3+2+C3+2 4 2+03+2+C3+ 4 120' )S-%-'% 32.516-39.641 2+C2+3+C2+2 2 2+C2+3+C2+ 2 2+C2+3+C2+2 3 2+C3+3+C3+ 4 2+C3+2+C3+ 4 2+C3+24C3+ 4 2K242•C2+ 2 2+C2+2+C24 2 2+C2+3+C2+ 3 2K3+2+p+2 4 2+C3+24p+ 4 2+C3+2+p4 4 140" Custom -39.641 2+C'2+3+C2+2 2 2+C2+3+C2+ 2 2+C2+3+C2+2 3 2+p.34C3+ 4 2+C3+3+C3+ 4 2+C3+2+C3.2 4 24C2+2+C2+ 2 2+C2+3+C2+ 2 2+C2+3+C2+ 3 2+0+3atl+ 1 2+C3+2+C:3+2 4 2+C3+2+C3+ �4 NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. Anchor I Anchor WINDOW WIDTH -60.72 2) FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT (SEE SHEETS 3�4). SASH SIZE IS AS PER THE FIGURE. Max. Anchor O.C.Spsdiny for Group Group "MIN. SASH SIZE= 2 3) FOR SIZES N0T SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. "Integral -Fin" Installation Group 3.T 4)-1/4-1/2-1/4' AND'1/3.1/3-vy 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 PRODUC7REVISED .s mmWY108 +loth She Florida BQd1a8Oode ; - _. __ - Y Q co CP UJ C CD 0) C 0 v 3m OC4 01 -7 0 LL N� u, p Z � t0 �wvd � GO Xy � FZ m0 <n J 0a0 ZLIM H R W J LL 0 0 N_ Z �18tn Z o Q' O Z N z7- Uto U ZQ = fre 70({zsep e S A.1" MILLER, P.E. REA 58705 TABLE 20, 3.500' ---�{ 3.500' �{ 3.b00' -�{ .ot;z° I �j{�-- .052• .082• I -yip- .osz• a �❑ 2445 2.445 2.445 0- 4. J-CHANNEL •�S FLANGE FRAMEIN FRAME EQUAL LEG FRAME FFRAME HEAD, SILL -�DSILL 3 1.37 O D,SILL 3 4�DSILLB 11.641L1.5or �{ 1 A3T'"Ow1.02D• .375'�Ij- .471' 085' 1231• �r--- }050'_ 1000- .070-A50'13 B.TRANTI M COVERS 14 MEETING RAIL 15 I EFIXED R "'1�81 SASH RAIL t9 INTE OCK INTERLOCKOOVER .316' .070� 1.100' 301' �- 1y7'Q .754' .750' IL�y •71S ,715' .036' -►4�-.026, - -�11.185" ��!!_ TEXTRUDED ROLLED L10HTSASHSTANARDtOIG BEAD 81 SCREEN FRAME � SCREEN FRAME REINFORCEMENT O REINFORCEMENT I070' -►�� 1.182• �- -�{ 1.182-+I 1.184' �- I'- ,0e4- 30, .070• .791• �'--�`11.oL LI�iJ�-- .130' 1.0J_ � .164- .810' = U 0T-+- .150'1 1.340• 23 HID SASH 24 STANDS OHDMEETING HOHRMEETiNG REINFORCEMENT MEETING RAIL 25 RAIL 28 RAIL PRODUCT REVISED REINFORCEMENT REINFORCEMENT REINFORCEMENT ascemplyW vnith theFMrida. Buildup Cade Ac-p No Rebod W. Dave Roystn:�By 'R@rWd W DoMMiami e®DBarer cC�JWINDOW EXTRUSIONS & BOM J ROSOWSKI 6) `'6• _r 1070 TECFINOLOOY DRNE lrerDora r: ;�N. VENICE. FL 34M HORIZONTAL ROLLER - NI05/15/15 P.O. BOX 1529NOTES:NOKOMIS; FL 34274 Shea t Scale SMeC Orastnp NAthr1)REIdS95.12,17,18,27,35,36849.72 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. A:Cxryi{T+11LL�,Pk2) PVC BY ROYALWINDOWAND DOOR PROFILES, LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. P;Etd$ CERT. OF AUTH. {2929e HR 5410 NTS 14 OF 15 MD-HR5410-01 A BIIIof Material>a• PerthDeacllpttonfNaterlal1 820121 Frame HeadS01 oral .lemta - J-Channel PVC 2 520122 Frema HoedShcendJambs• FlerlgaPVC 3 820129 Freme Hoed S01 end Jambs- FhPVC 820124 Frame Hoed S01 end Jambs - EC1wI Lag PVC 13 8201n Anti -Lift heart l Trim Cover PVC 14 820131 Fixed Mooting Rai PVC 16 820168 Track heart 8083T8Af 18 82D128 Sash Roo (Sides, Tap 8 Bottom) PVC 18 820168 Pull Refill Interlock 6083 T8 AI 20 820144 Pull Rao Interlock Cover PVC 21 820160 Light Sash Rehbrcement 8063 T8 Al 22 82D761 Standard Sash Reinbrcemerd 8083 T8 Al 23 820152 HD Sash Reinforcement 80B3 TO Al 24 820169 Standard Meeting Roll Rainbteenlant 8005 T6 AI 25 6201ty1 HD Mailing Rat RNrtbleemant 80D6T6AI 28 820166 H.D. Hartz. Roller Meeting Rail RdMaeCxnent 6005 T6 AI 28 81644 Weatherstrip, .18i x .270" Fin Pile � 81718 Weatherstrip, .18T' x .220" Poly Pie 30 p8 x 1" Ph PH SOS (Interlock Mounting Screw) 410 SS MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS SCREEN ASSEMBLY DETAILS v EXTERIOR - a FRAME 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 S•& SASH ASSEMBLY DETAILS EXTERIOR C� ATTACHED TO SASH RAIL Egress Lock Big of Material Parts DeWdPUOR Materiel 100 7MC7024 Multi.Pahlt Lock Opefdar Cast Zino 101 73340 OpeMcr mcunfing Plate Steel 7(2 7201S MWdpdnt Lock Kwper Aluminum 103 72D214 MuFdpdrvt Lock GWde Nylon 104 220217-221 Tie Bar gth Varies Stamlew Steel 105 71024X12HFX #10 x 11Z HH MS Stainless Stew 106 78X1 FPAX #S x 1' Ph. FH SMS Stainless Sted 107 7WSFP7X 1#8 x 3I4' Ph. 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