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HomeMy WebLinkAboutNOASCANNED BY MIMI®DADS St. Lucie County • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCE'. BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPT) CGI Windows and Doors, Inc. 10100 NW 25h Street Miami, FL 33172 MIAMI-DARE COUNTY PRODUCT CONTROL SECTION (RER) 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamid ade.eovlecoanmy SCOPE: This NOA is being issued under the applicable rules and rF s r s ction materials. The documentation submitted has been reviewed Ga' a n RER - Product Control Section to be used in Miami Dade County and other areas wheInn Having Jurisdiction (AHJ). This NOA shall not he 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 AHD 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. APPROVAL DOCUMENT: Drawing No. WO544, titled Series "360" Alum Single Hung Wdw. (L.M.I.), sheets 1, IA, 2, 2A, 3, 3A, 4, 4A and 5 through 10 of 10, dated 01128105, with revision F dated 05105/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Abroad, 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: Large Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: the NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 12-0822.11 and consists of this page l and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Manue([ll Perez, P.E. S�LIJCIECOUNI'YBUIi�GDIi'I:SION NOANo.15-0512.07 MIAMI-DADECOUNTY E WED FOR i L1NCE Expjfation Date, May 05, 2020 ` ATE41YED _ roval'Date: September 03, 2015 PLANE T BE "P or Page I OR NO INSPECTION iVILL BE MADE. CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOANo. 05-0215.02) 2. Drawing No. W05-04 titled Series "360" Alum Single Hung Wdw. (L.M.I.)", sheets 1, 1A, 2, 2A, 3, 3A, 4, 4A and 5 through 10 of 10, dated 01128/05, with revision F dated 05/05/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, 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 series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal(D and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. 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 series 7400 PVC project out window, to qualify DuPont `Butacite" PVB interlayer, Duraseal(O and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. 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 series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. M. nue ere „ P.E. Product Cont of Exyminer NOA N . -0512.07 Expiration Date: May 05, 2020 Approval Date: September 03, 2015 E-1 CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNTiNuED) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Small Missile hnpact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 7) Forced Entry Test, Type "A -A" vertical sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202-94, per ASTM F 588-04, AAMA 1302.5-04 and CAWM 301-04 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0402-08, specimens 1, 2, 3 and 4, dated 04/03/08 to 07/22/08, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 08-1208.06) 5. 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) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "A -A" vertical sliding window, Grade 10, per FBC 24113.2.1, TAS 202-94, per ASTM F 588-04, AAMA 1302.5-04 and CAWM 301-04 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0323-04, specimens 1, 2, 3, 4,-5, 6, 7 and 9, dated 03/29/04 to 04/02/04, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 05-0215 02) C. CALCULATIONS 1. Statement letter of conformance, complying with FBC-51 Edition (2014), and of no financial interest, dated July 16, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No. 14-0822. 11) 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) Manuel Per Product Control Ex min NOA No.15.0 .07 Expiration Date: May 05, 2020 Approval Date: September 03, 2015 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE-. EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No.14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 3. Notice of Acceptance No.14-0423.16 issued to Eastman Chemical Company (MA) for their "Saflex III! Clear or Color Glass Interlayers" dated 06/19/14, expiring on 04114/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5" Edition (2014), and of no financial interest, dated July 16, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Abmad, P.E. (Submitted under previous NOA No. J4-0822.11) 2. Laboratory compliance letters for Test Report No. HTL-0080-0402-08, specimens 1, 2, 3 and 4, issued by Hurricane Test Laboratory, Inc., dated 07/22/08, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 08-1208.06) 3. Laboratory compliance letters for Test Report No. HTL-0080-0323-04, specimens 1, 2, 3, 4, 5, 6, 7 and 9, issued by Hurricane Test Laboratory, Inc., dated 04/02/04, signed and sealed by Vinu J. Abraham, P.E. (Submitted tinder NOA No. 05-0215.02) _ 4. Test Proposal for the qualification ofButacite® PVB glass interlayer by DuPont as well as Duraseat® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, Supervisor. G. OTHERS 1. Notice of Acceptance No. 14-0822.11, issued to CGI Windows & Doors for their Series "360" Aluminum Single Hung Window — L.M.I., approved on 10/16/14 and expiring on 05/05/20. Manuel Per , P. Product Control E mi r NOA No.15-0512.07 Expiration Date: May 05, 2020 Approval Date: September03,2015 E-3 o O i3 4g., gg°&epms o5k4@ — a o.ame�. s Xw.e w 5 PC l 1.11 ]9]-6590 F.. 0091 ]9Y .z Ids Standard 12 Paf Sill FND VEM DEfA FOR CIA55 tt 3. Sq 6 MD L tEEM V. & <A FOR WA MM. Al- TOP MIL !NIMP LOCK NOT AVNI a WITH MR Installation Screws (Refer to sFeHs 5, 6 & n for spacing formation) E T— IR 4 Glazing dl InSOloted LOrninotrd N O O Optional 15 PSF Water Bor Adaptor / ,J, i015 "`"'/j—"— — V Co. net M use r. mn type CO L!a WOS-04 m"ug 5Y 0 a 0 0 1 00 @. oG MI R Ong z 03Mc6 QQ Bill of Materials z 5 ^^ Ow V y 6 0 y�yI 3gn� �3mA $ Zz J gm 8_ JJ. M � 'BW jW05—j4 W: um avure02015 .neeL z Pilo ]TEAL PART / eBANTITY DEBCNPIION MATBHIAL MANP./SUPPLIER R6.NAR%8 1 W2J201NC IS REOp. WOOL PRE W11H CENTER SOFT RN (GRAD PILE ULTRAFAB/BCHLEGEL 2 CGI-612P AS REOD._ 2 PLPSRC BUMPER GUIDE PVC PROTOTYPE PLASTIC EXTRUSIONS CONTINUOUS AT INTERLOCK J 4 y ... /146-4 WEEP HOIf COVER NYLON GLASS BUILDERS PLASTIC COMPANY N/A N/A AS REDO. CWLNC VARIES CUSTOM.CASTNC 1 COMPLETE SCREIIJ AWN/YE41 6 CGI-815C & 616C 1 OR 2 1 OR 2 COMBINARON EGRESS LOOK AND UFT/PULL ATTACHED W/(2) /B % 5/8' FlI sus OPRONAL SWEEP LOCK [< KEEPER (replgcen ZINC 1 O WOWS. 28' WIOE tr sMALLEA 2 O WOWS. 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Flat Head Seolonl Ullmcon Or (IYP) _ E Kwik-con (or equal) _ O - t4'�� 2 3/ti 1 x 4 8k,nod P.T. Wood Duck (typ.) f. IMPURIAHI NOTE: Wood Ducks must sustain loads imposed by glazing system and transfer them to the building structure. Optional N."-ba-lod OSealant Want! Suck $ .- (dolled) Optional Pre -Cast Sill TYPICAL ANCHORS' SEE LTLY. M Oresse A. UUERINCON RY'13nD'(1--..DI-'. x91 - A . MI KWIK&ON n (f '. ery r1l. ca W, 2W WOOD BUCKS OR WOOD STRUCTURES 1_1/2- MIN. PENETRATION IWO WOOD WRU TRY BUCKS INTO CONIC. OR MASONRY 1-1/4' MIN. EMBED IWO CONIC. OR MASONRY CREDIT, WTO CONCRETE OR nI1S) BLOCKS 1-3/4- MIN. DBOO INTO CONCRETE OR 1111ED BLOCK le W TEKB OR SELF DRILLING SCIONS (r E 5 o5) INTO MUMI-RUDE COUNDY MPRDVEO MULUONS (MILL WK 1/87 IWO METAL STRUCTURES STEEL : 12 OA. MIN. (Fy - 36 KSI MwJ ALUMINUM : 1/8' WK. MIN. (WS3-75 MIN.) (STEEL IN CONTACT WITH PLUMINUM TO BE PIATED OR PANTED) DISTANCETypEN EDGE IWO CONCRETE AND MASONRY - 2-1/2' WN. Wf0 WOOD STRUCTURE - 1' MIN. WTO NETAL STRUCTURE - 3/6- MD. Mad AT HUD. Ssl OR J BS W - OM Mkt cowel AT HIM. 91 OR .NYBB Cc - 3000 PSI Mut O .-Be o BLOCK AT J ds I'm a YOrA 31 NW. Voluse for Installation Type 'A' apply to the (allowing installation types, with maximum shim space 1/4-: 1- Using 1by P.T. wood bucks, min. 3/4' thick. 2- Directly into masonry, without the use of wood bucks. 3- Directly into a steel or aluminum structure Min. 1/8- thick and using #14 Toks or Sell drilling straws. Structure must be designed by others to sustain the loads imposed by the window. Inslallotion Type '•B" / 2 x n Beveled P.T. Wend Buck O l� r r ewi:• Optional pre -Cast sal Op6and Nen-lareled Waetl BUek (dolled) install ion Type "C" ec:ed a cod peAMrorov ony usip 1 x or 2 x 4 .rad eucxe tluek Led' lam (Irv) • / i , - .1.. �.,. / �/: 1. $eolant -- - S" DIG. Flat Head (IrD) B a Or s' Dio. 011racon/KWik-Con Ile.er. O E I .-1 x 4 h 2 x 4 P.T. Wood Suck (lyp) �v " - See Installation _ Types "A" k "B• /art x4or 2.4 P.T. Wood Buck Styles IMPORTMT NOTE: Wood Bucks must sustain loads imposed by glazing and nd transfer Item to the building structure. JB +< JT °I"T"I� . ms4ae . 110ncu 3 n. roIi•OS12o a,*- -- —JIII Telol Wood r wmoe renmmmn Optiorol Nen-beveled O Sealant Wood Buck (donad) WO5-04 . . ^\ a• .... .. . .. .. .. .. . ..!„ || . , ! h a . . . - , . • [|!|� l,;: /Re/\R\g\a\g/eReaeR):\RB\|�! - � ,.. .......• <aBRee;§GR§BAOBaQeRee\\ \�;�;•,ww !w!�#w! 4w���; . Q- -R 4|= H§OARgRRRRRR\\ r ��REM-_ .(J A saeneeweeaeeee§ ee§aR/eR�\eee;\{/ \§\\ agRRR9Eli9 ................ 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Oei9-[69 (SM) T O e O efnvax(9oclYnf msevx(s0O Tf1 ZLLf IA Imm "S 0 ✓9 > `O us=e v,iemi Ywww l3E M1 WN OO104 uuwioz9.a,f,m mtlzsmx,w SUOOO aP SMOONIM Ic o E� no)avmo uoo°aooaVA-lv (frnn)'m a WN mAs Wnw ,R, v,—1 43 o;��aaaa9P9$P°daaoaa4ae, �0 ®�5a°`P P9$88 ea ` �a 9e888aa88F °-'%8 s°:r°°<9 ry g�ix F$ F 3§ ��g�aeaSeae;nr-rraea���ea�� Boy§gC. 88 a8688e e_�B ;I" F Fpo9% 2 Flry ' - I-^ kA $e e!s;rsaspa_: rGm$� b VO i i i @I m WA gig +Mi � &aaa8e e3o ai8Ra9% ol�`s_siasa��j$���;a S�ai ^e��$a:2 �mr'2���s?���a�"sa'§j�.� SSi8_<°_88 a_Sa 2 ajar` -aIa & aPnn9 nrv999999 n rv.„ rvx -9 rv'InM g ^ _.n„ `q�N �m a `rv°�`n�'nFF FrvrvF 'nn$F"C$A F:A m�A nC�9'^•�66nA�N^: $�emm z N� m Ra aaa=arFR-- - -$ A-_M o g z�W F:o�?'ag`aq�`ss�$cg�c" a mja.�`s3�aA�j2,�3n?i�� _D, r Raeaaa3esa c�FRls�'sm _a?%e_a;:eI _ om spa omm j g 9n N aa ova _ W S Ca�kn$G60n49 9 - MIA DAREEM SCANNED BY St. Lucie County DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION 1070 Technology Drive North Venice, FL 34275 MIAMFDADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 SCOPE: This NOA is being issued under the applicable Hiles and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by hdiami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Anthony Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated belo ou Pr o oSection (In Miami -Dade County) and/or the AHJ (in areas other the t to have this product or material tested for quality assurance p os&JR.de 'do 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. rio"SL--200"Aluminum in le Hun Window—N'.Y. APPROVAL DOCUMENT: Drawing No. MD-SH2O0-01, titled "Single Hung Window Installation" sheets 1 through 8 of 8, dated 05111/11, with revision C dated 04/22/16, 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 hIPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufachuees name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOAN 15-0528.22 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 16-0505.02 tnartMaoe courm' Expiration Date: September 01, 2021 Approval Date: June 16, 2016 Y61101* Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0614. 01) 2. Drawing No. MD-SH2O0-01, titled "Single Hung Window Installation" sheets 1 through 8 of 8, dated 05/11/11, with revision C dated 04/22116, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static, Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of series SH-200 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6479, specimens 1 thru 26, dated 03/28/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 11-0614. 01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 05/22/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted uuderpreviousNOANo. 15-0528.22) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), dated May 2, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated May 2, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0528.22, issued to PGT Industries, Inc. for their Series "SH-200" Aluminum Single Hung Window - N.I., approved on 08/06/15 and expiring on 09/01/16. Product ContrExanjiner NOA No. 6 5.02 Expiration Date: September 01, 2021 Approval Date: June 16, 2016 E-1 GENERAL NOTES: SERIES 200 N _ MPACT SINGLE HUNG WINDOW 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). 53-118^ TII 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS- 62-1/8" 1 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY NO ANCHORS 4 ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE REQUIRED IN VIEW MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLES 5 8 6, SHEET 48 5. FLANGE FRAME HEAD 4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE S. SHEET 4. ALL WOOD BUCKS LESS THAN A 1-1/2" 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 1-112' THICK OR GREATER- WAND 2X BUCKS W MAX, FROM L (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN CENTER OF AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MEETING 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF RAIL SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5 8 6, SHEET 4 8 S. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 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 INSTRUCTIONS. 8' MAX. FROM 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT 15 NOT FLUSH TOTHE CENTER OF SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE MEETING SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. RAIL 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE. FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME 9' L—y ANALYSIS AND GLASS PER ASTM E1300. MAX. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF TYP. FLANGE F THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. (TES_ ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-6479; ELCO ULTRACON NON ELCO CRETEFLEX NOA; ANSUAFBPA NOS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. 10) THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES (FLANGE FRAME) OR 4001 SERIES (FIN FRAME). DESI WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCKAND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2 8 3- WIDTH WIDTH y{ HEIGHT HEIGHT EQUALRE PROVIEW/ORIEL ARCUMPPROVIEW/ORIEL RADIUSTOPEQUALL STAN E ,,,1 a; YNt4 n1Ct PSo.68705 rt Tc OF •n�/�if�;l: ti A. LYNN MILER, P.E. P.E.#58705 9 z -n o F i P'n, gn w 4 y o-cjL x m R H v w m f 3 G) IN a J 4 W V y � � C j C C K� �J C Yp C CD C 10 (JNp� d G f�q�. d 2 •O ']L Q N f�Tl q��+ C N N IM J M50 94 % JON,I f0 �' m Na O N �a1 C tWD A 03 J A Ol C !a Of C y F. Z 14- 0) O: D) N O 0 � a n�+n E a + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + - o 3 ^^ � .`jl oy ,Yili o w W� in cam b og o b io W�� b o c b Q-4 o am,, o O.�� fi 0 ,a 0 ,Q 0�� 0 o o o 0 a o o 0 0 o 0 b o 0 c O o 0 o� o 0 a u J Iq J / f / J / J V / ,{ J Iy ((O�� O O O O o O lit rD a S S 3 O >r 0 ^ N W W !a W O W 0- w o V 00 0 C O w O Ol aD Gf O C Ol N O C N O O C O O O O C a o B a � 9. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + C d 0 0AD 00 N U n . + N ((+J�lb to � (WTI N N full J1 N N ((+�n Ol ((+�n Ol 0 N ejj N N b p� Oa g OD O ,fWO V ,CNl1 O O O !,D -1 O p C , C N O G 00 O O O .p O O 91 O ,tWCA O Sh O ,OWI O ,full O O O G C O ,VOi bib ,m O O O N pDO m Ol��OD Ot0 m C 0 w W O f0 W J O O J 0 0 0yA(l�pp��.11 N OO�l (.n (.n.,pp 0.l (.n O011 O.lOO��O�n�00ln�O.l(.n(.nO(nlOO�l((�nO(nlO(��m a N V, N a m N 3 Ol Ol tWO N OD f0 -+ioGC4t W (n fn O fJ isOS N 6 4f Ol O OI Ol P C 0 Ol O O W. G Ol G OI Ol G 'O OI OWIK) N N N L1 ! Li J6�3 fb Jw JOB ti. N JOB iJ m A iO �0 -4 fVif N ii ? lil W Q c W IV J J IJ 4l y V CJ W 6 !n A N W A V W P A 0 A 4 [V 0V O 6) A V A IQ IV K) N O 9 tT Ol (T � O UNi fT O N fll fll N N Ol i!1 tll Ol N ONII O+l !Il .a. • J N N v fT km b.V VI O 6 lm 0 O W J 0 G C UI G C W o G C C G C O G b G C O I P �f � I�t IJ� �l W I� � I�/ {S1 Ill l4J {ll �f y Ol Ll Gl J., J� �I IJl V J� f0 J C ' i / !-4 IJ N IOONJl 6 fAAT t+yD DOO7�� CO M 0 Cnl f(nn Loy � w }yN wV ,Cnn yO O (J ,tppo A N W- ��a A A (Vn fJ V �.+1 Ol yN A �Vnn fn A ,,Oppi A ,Npp N O0 UI OWEl (ll N 000 O OJl (11 (W� N �Wn O OO1l Ol fn N �M f/l fn N N OOP N a CD IJ N A J O A J A J Ol J N A O -+ A N J V) 00 A co0 Cif (Af0 V7 07 con ut GOD W m ut to W O T O 0. V O. i j AA+ pp+,, yy+ A ((.n A O. . f+il A A yy+ A . O O m W N 0 0 f0 O O t0 N O fJl O to O O N O OI RD W 0 W N V O /J N 10 f0 61 N V 1%l G) h1 CJ C IJ �4 A W V OD -+ Ol O O O AI O N O p T I W O W N V O W N N W W N V N W N W O N V A W V OD -+ J O O D] J O N O hl O A + + �+ll + V +W(� WW+ + + v y+ 4f +.1 tD + + V W �0.+1l + O + V yy+ yy+,, + �++1l yy+ Ol yy+ (�+�J N + aa+ + N +yy A OO+,� A yy+ 01 yy+ A aa+ OO+ll N ,++p A (+� (n T�y W V V O Ol f0 A -J/+�, ,OND O T WA G t�01 A 0 !D (JJOB� Ol A f0 A IJ ,DWI Of W b O A 0 OD (0 O O A m O b, -JrK) tD 6D A 00 60 y, � IJ Ll N Ll JO�I S V V Jb b V k k I V 9 6 N� N )O�n JCS^ a t3 OND OD .tdil 13 A J� b TABLE 4: Maximum Window Height' Sash Height? (see Figure A, this sheet) Design Pressure (lbslR) for Glass Type B -J, Fin & Flange Frame Maximum Window Width' 19.1/80 26-1/2" n, 37" 41" 45" Q., MI. 119116" (Equal Lite) +55.0 90.0 +55.0 90.0 +55.o 9o.0 +55.0 90.0 +55.0 -90A +55.0 90.0 +55.0 -90.I under 189/16" +55.0 -%0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 -90.0 +55.0 .84.3 +55.0 78.I 37" 189/16" (Equal Lite) +55.0 -90.0 +55.0 90.0 +55.0 90.0 +5&0 90.0 +55.0 -90.0 +55.0 .90.0 +55.0 -81. over 189/16" +55.0 -90.0 +55.0 90.0 +55.0 .00.0 +55.0 90.0 +55.0 90.0 +55.0 -84.3 +55.0 78.1 under 15-7/8" +55.0 -90.0 +55.0 .90.0 +55.0 -90.0 +55.0 .90.0 +55.0 -W.5 +55.0 -81.8 +55.0 75.I 383/8" 15-7/8" thin 193/16" 3 +55.0 90.0 +55.0 90.0 +55.0 -90.0 +55.0 90.0 +55.0 90.0 +55.0 -87.9 +65.0 78.1 19-V4" (Equal Ute) +55.0 90.0 +55.0 -90.0 +55.0 90.0 +55.0 90.0 +55.0 -M.0 +55.0 .87.9 +55.0 78.1 over 194/4" +55.0 -90.0 +55.0 .90.0 +55.0 90.0 +55.0 90.0 +55.0 .88.5 +55.0 -81.8 +55.0 75.1 under 199116" +55.0 90.0 +55.0 90.0 +55.01 90.0 +55.0 -116.5 +55.0 a.2 +55.0 -73.2 +65.0 -66.: 19 V16" thru 22-112" 8 +55.0 -90.0 +55.0 .90.0 +55.0 -00.0 +55.0 90.0 +55.0 -89.1 +55.0 78.5 +55.0 -70.1 45" 229118" (Equal Ute) +65.0 -90.0 +55.0 -90.0 +65.0 90.0 +55.0 90.0 +55.0 -89.3 +55.0 , -78.5 +55.0 -70.1 over 22-9/16" +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 -88.5 +55.0 -80.2 +55.0 j -73.2 +55.0 -W.: under20.1/8" +55.0 90.0 +55.0 .90.0 +55.0 86.0 +55.0 -81.8 +55.0 75.7 +55.0 -69.2 +55.0 -60 4W' 20418" thru 244/2" 3 +55.0 90.0 +55.0 .00.0 +55.0 90.0 +55.0 -90.0 +55.0 -84.8 +55.0 -74.2 +55.0 -65.1 249116" (Equa(Ltte) +55.0 90.0 +65.0 -90.0 +55.0 90.0 +55.0 90.0 +55.0 -84.8 +55.0 -74.2 +55.0 55.1 over 249116" +55.0 90.0 +55.0 90.0 +55.0 486.0 +55.0 -81.8 +55.0 75.7 +55.0 -69.2 +55.0 .62.1 under 20-13/16" +55.0 90.0 +55.0 .00.0 +55.0 -83.5 +55.0 79.1 +55.0 74.0 +55.0 -67.3 +55.0 -61.1 204311W thru 255/16" 3 +55.0 90.0 +55.0 -80.0 +55.0 -90.0 +55.0 90.0 +55.0 -83.2 +55.0 .72.7 +55.0 54.1 505/8" 253/8" (Equal Ute) +55.0 9Q.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 -83.2 +55.0 72.7 over 253I8" +55.0 90.0 +55.0 90.0 +55.0 -ati +55.0 -79.1 +55.0 -74.0 +55.0 -67.3 under 2445/16" +55.0 .87.9 +55.0 -75.6 +55.0 -65.7 +55.0 -62.3 +55.0 . �.0 +55.0 56.5 ++53.2-53.: 3445/16" thru 30-112"3+55.0 -87.9 +65.0 -75.8 +55.0 -74.1 +55.0 -74.1 +55.0 -74.1 +55.0 65.5 30-9/16" (Equal Lite) +55.0 57.9 +56.0 -75.8 +55.0 -74.1 +55.01 44.1 +55.0 74.1 +55.0 -65.5 +55.0 57.1 over 309116" +55.0 -87.9 +65.0 -75.8 +55.0 -74.1 +55.0 74.1 +55.0 74.0 +55.0 -65.5 +55.0 57.1 under253/4" +55.0 .83.9 +55.0 -71.7 +55.0 -62.0 +55.0 59.9 +55.0 .67.8 +54.5 54.5 +51.3 51 63„ 253r4" thru 31-1/2" 3 +55.0 -83.9 +55.0 -71.7 +55.0 -69A +55.0 -69.4 +55.0 -69.4 +55.0 -64.5 +55.0 56 319116" (Equal Ute) +55.0 53.9 +55.0 -71.7 +55.0 -69.4 +55.0 .69.4 +55.0 �.4 +55.0 -64.5 +55.0 56.1 over319/16" +55.0 839 +55.0 11.7 +55.0 59.4 +55.0 59.4 +55.0 69.4 +55.0 54.5 '. under293/4" +55.0 .6a3 +55.0 56.3 +52.1 -621 +51.5 51.5 +51.5 51.5 +51.5 51.5 ( 293/4" thru 36-1/2" a +55.0 58.3 +55.01 56.3 +52.1 52.1 +51.6 51.5 +51.5 51.5 +51.5 51.5 73" 369/16" (Equal Lite) +55.0 58.3 +55.0 56.3 +52.1 521 +51.5 51-5 +51.5 51.5 +51.5 51.5 tO-45 over 389/16" +55.0 -68.3 +55.0 56.3 +52.1 52.1 +51.5 51.5 +51.5 51.5 +51.5 51.5 under313/4" +55.0 525 +50.8 50.8 +46.3 46.3 +45.2 -45.2 +45.0 -45.0 +45.0 -45.0 78" 313/4" thru 35' 3 +55.0 525 +60.8 50.8 +46.3 -46.3 +45.2 -45.2 +45.0 .45.0 +45.0 -45.0 ( 39-1116" (Equal Lite) +55.0 -62.5 +60.8 .60.8 +46.3 -46.3 +45.2 -45.2 1 +45.0 45.0 +45.01 45.0 ' Tipto-tip dimensions for flange windows shown. For fin windows or buck dimensions, subtract 1". ZOverall sash height. For clear daylight height, subtract 39116". 3 Size range includes the standard Pro -View (3over--2 configuration) lbrthe given Window Height. For overall sash width, subtract 2-15118" (ran the buck dimension. WINDOW HEIGHT - SASH HEIGHT CAN NOT EXCEED 53". INSTALLATION DETAILS FL:. IN FRAMES INSTALLATION OPTION 5 CURVED HEADER EDGE INSTALLATION DISTANCE ANCHOR (SCREW) THROUGH THE FIN EDGE DISTANCE IA65" lr� J— VISIBLE LIGHT HEIGHT I at EXTERIOR 2.751' a BUCK HEIGHT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 6, THIS SHEET. INSTALLATION OPTION 6 INSTALLATION ANCHOR (NAIL) THROUGH THE FIN 2(X �WOOD. SEE NOTE 2, THIS SHEET ' I EMBEDMENT EDGE DISTANCE Ir EDGE ` DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE EDGE DISTANCE PER SUBSTRATE, SEE TABLE 6, THIS SHEET 2X WOOD, j•�- EMBEDMENT -►{ SEE NOTE 2, I \ THIS SHEET 2X WOOD, SEE NOTE 2, THIS SHEET EMBEDMENT 1/4' MAX SHIMM 1/4' MAX SHIMM TYP. ANCHOR TYPE, 9 EMBEDMENT AND EDGE DISTANCE I� 4 TYP. ANCHOR TYPE, PER SUBSTRATE, EMBEDMENT AND EDGE Ij �j 36 SEETABLE6,THIS II DISTANCE PER SUBSTRATE, INSTP SHEET- I SEE TABLE 6, THIS SHEET. i INSTALLATION OP' li 36 OPTION E INSTI II 61 30 STRAIGHT HEADER ANCHC jI INSTALLATION ANCHOR THROU I 26 (SCREW) THROUGH THE FIN MU L DADE API J INSTALLATION VER/ IC, USE EITHER OPTION PROPERI LATCH (#29)OR INSTALLATION BOTTOM LOCK ANCHOR (SCREW) 1/4"MAXSHIM 32-35 (#11).TESTED THROUGH THE FIN UNIT LOCATION: ail I 65/8" FROM �I� I 64 VENT END. #10 STEEL _ -' SELF -DRILLING = TABLE 6: VISIBLE II 7 SMS (G5) LIGHT II HEIGHT ��I 36 — ili I it n / 2-1/2' EXTERIOR L°J" 2-1/2"X z-vr' x ALUMINU WSTEEL FRAMING OR STEEL #10 Ste 20 STUD. SEE SUBSTRATE PROPERTIES, j� TABLE 6, THIS SHEET. 5 NOTES J 1) USE ONLY SUBSTRATE ' MIMIMU MAX ., •,{i i:! ;I . 1!4'SHIM APPROPRIATE ANCHORS LISTED Iv. �' �'w:"( ON TABLE 6 OFTHIS SHEET. 4'alhd ' "'•<<�� FOLLOW EMBEDMENT AND EDGE ��!ir.•'••• 1}GErvS� EDGE DISTANCE LIMITS. ANY Y.. .' DISTANCE INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE EDGE WINDOW. DISTANCE - 2) 2X WOOD FRAMING OR BUCK, =, •, S < EMBEDMENT 1-lW THICK OR GREATER. S:Sf' •: ;<.'•. 2X WOOD. SEE NOTE 2, THIS SHEET 3) VISIBLE LIGHT WIDTH OR HEIGHT i-i•.... ••• ALSO REFERRED TO AS DAYLIGHTOPENING) VERTICAL SECTION D-D IS BEADING TO BEADING MEASURED FROM A, LYP.E.#5870,9 P.E. P.E]t 56706 TABLE 7: Anchor Quantifies Required, Flange Frame Maxhnum Window Sash Helght� Figure A. this sheet) Maximum Window WrIth' 79-1/6' 26-lir 33" ar 41- Group A Group Bet Gup Getup A Group B GrouP etup GA Group B Group Group A Group 8 Getup Getup A Getup B Getup C Group A Gt rc g z¢ to g ¢ o: f rc g z i rc rc g e ls� ¢¢ g M azrc rY N M rob M 2 m66 o:o:rcHaigh'(see 2 2 Pi a Q E m 22 6 m 2 22 23' 119/16' (Equal Lae) 2 2 2 2 2 2 2 2. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2, 2 2 2 2 2 under18A/16' 2 2 2 2 2 2 2 2 2 2 2 2 3 2. 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 2' 3 3r 1691fe' (Equal Um) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Z 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 1 3 mar 169/16' 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 2 under 15-7/W 2 2 .2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 3 2 S 2 3 2 4 2 S 2 3 2 4 2 3 15.7/6'thru J"19— 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 36319' 1e-1/4' (Equal Ute) 2 2' 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 3 oter t9-1/4' 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 under 1g911e' 2 2 2 2 2 2 3 2 3 2 2 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 4 2 3 2 4 2 4 7&8/16" thou 22-1/2s 3 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 3 3 2 3 2 3 3 3 45" 22-9/16' (Equal Life) 2 2 2 2' 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 ov22224V1s' 2 2 2 2 2 2 2 3 2 3 2 2 2 4 2 3 2 3 2 4 2 3 2 3 2 4 2 4 2 3 2 4 2 under 2o-1/a• 2 2 2 2 2 2 3 2 3 2, 3 2 4 2 3 21 3 2 4 2 4 21 3 2 4 2 4 2 3 2 4 2 4 261/8" tluu 241/2' 3 2 2 2 2 2 2 3 2, 2 2 2 2 3 2 3 2' 2 2 4 3 3 2 3 2 4 3 3 2 3 2 4 3 3 4r 249116' (Equal Lite) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 awr249/18" 2 2 2 2 2 2 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 4 2. 3 2 4 2 4 2 3 2 4 i 2 urder20-13/16' 3 2 2 2 2 2 3 2 3 21 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 21 4 2a-13/1e-thru255116'3 2 2' 2 2 2 2 3 2 2 2 2 2 3 2 3 2 3 2 4 3 3 2 3 2 4 3 3 2, 3 2 4 3 3 " 50-Saer25-318' 25318' (FAual Ute) 2 2 2 2 2 2 2 2 2 2 2 2 3 3, 3 3 2 2 3 3 3 3 2 2 3 3 3 3 3 3 3 S 3 2 3 2 2 2 2 2 S 2 3 2 3 2 4 2 b l 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 4 2 urder24.16116• 3 3 3 3 3 3 4 3 3 3 3 3 4 3 4 3 3 3 4 9 .4 .3 3 3 4 3 4 3 3 3 5 3 4 3415118'thru 30.1/2'3 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2, 3 2 4 3 3 2 3 2 4 3 4 3 3 2 4 3( 3 81° 3a&1S (Equal Lice) 2 2 2 2 2 2 2 2 2 2 2 2 3 9 9 3 2 2 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 over 3l1.9HE 2 3 2 2 2 2 2 S J 2 3 2 2 2 4 2 3 r 2 3 2 4 J 2 3' 2 3 3 4 2 4 2 3 3 4 2 under253/4- 3 2 3 2 3 2 4 2 3 2 j 3 2 4 2 3 2' 3 2 4 2 i 4 2 3 2 4 2 4 2 3 2 5 2 1 4 25314' lhru 31-10 3 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 2 4 3 3 2 3 2 4 3 3 3 3 2 4 3 4 63' 319116 ((Equal Ute) 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 over 319/16• 2 2. 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 2 3 2 3 3 4 2 4 2 3 3 4 2 under 23314" 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 4 2 3 2 4 2 4 2gve ram 3s•7/Y3 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 4 3 3 " 369/te' (Equal Lae) 2 2 2 2 2 2 2 2ff22 2 2 2 2! 2 2 3 S 2 2 2 2 3 9 1 3 3 2 2 3 3 3 over369/16" 2 2 2 2 2 2 2 2 2 3 2 2 2 2 3 3 2 3 2 2 3 3 3 3 2 2 3 3 3 under 313/4' 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 4 2 3 2 3 2 4 2 4 78• 313/4'tMr39' 3S 2 1 3 2 3 2 S 2 3 2 3 2 1 3 2 3 2 1 3 2 3 2 3 2 3 2 9 2 3 3 3 36-t/16' (Equal Lae) 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 3 S 2 2 3 3 3 4"SFROM ' Trp•to4(p dimensions for flange windows shown. For buck dmetlslons, subtract 1". 2 Oeerall sash height. For Gear daylight height, subtract 39/16. 3 Slze range includes the standard Pro -View (3-oter-2 configuration) for the given Window Height. "MFFor o refers to hMeeting Rail"subtract For overall sash width, subtract 2-15/16" from the buck dimension. WINDOW HEIGHT -SASH HEIGHT CAN NOT EXCEED 53. 1) USE THIS TABLE FOR ALL FLANGED WINDOWS PER THE ELEVATION ON SHEET 1. DIMENSIONS SHOWN ARE TIP -TO -TIP. 2) FOR FIN FRAMED WINDOWS, SEE NAIL PATTERN ON SHEET 1. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 4) REFER TO TABLE 5, SHEET 4. FOR ANCHOR GROUP DESCRIPTIONS. WI Item # PGT Dwg. # PGTPart # Description 1 2703E 62703EW I Flange Frame Head 2 2751B 62751BW Flange Frame Sill 3 2781 62781 W Flange Frame Jamb 4 2713 62713BW Integral Fin Frame Head 5 2714E 62714EW Integral Fin Frame Sill 6 2782 62782W Integral Fin Frame Jamb 7 2706 62706DW Sash Bottom Rail 8 2707 62707CW Sash Top Rail 9 2739 62739W Fixed Meeting Rail 10 2709 62709CW Sash Side Rail 11 2740B 742740AW Sash Bottom Lock 12 2785 62785W Sash Stop 13 134 66615 Addon Flange 20 1226 61226DW Vinyl Bulb, Flex PVC 70 21 1662C 71662CW Head/Sill Gasket, Polyethelyne 22 1270 7PAD118 Open Cell Foam Pad 23 2772 72772SHK Fixed Meeting Rail Plug Gasket, Rigid PVC 24 4066 64066G IWstp.,187 X.230 Fin Seal 25 2784 72784W Sash Side Rail Gasket, Polyethelyne 26 1078 7121LIM Balance Takeout Clip 27 Varies per Size Balance 28 2711 42800W Sash Cam, Nylon 29 1096 71096W Sweep Latch, Zinc 30 1016 7858WW #8 X.625 Ph. Fl. SMS Latch Screws 31 1267 71267N Setting Block 1/8" x 1/2" x 1", EPDM 32 See Sheet 7 for Materials Kommeding 4S6 TPS Spacer System 33 Quanex Super Spacer nXi with Hot Melt Butyl 34 Quanex Duraseal 35 Cardinal XL Edge Spacer 36 Sash Bottom Lock Spring 37 Screen Cloth, Fiberglass 38 Dow Coming 899 Silicone Glazing Sealant 40 1625 61625E Glass Bead (1/8" Glass) 41 2719 62719E Glass Bead (3/16" Glass) 42 1263 61263B Glass Bead (1/4" Glass) 43 1253 6VT48B Glass Bead (I.G.) 50 781 PQA #8 X 1" QUAD Pn SMS 51 781 PSTX #8 X 1" Sq. Pn Twin Fast SMS - 410 S.S. 52 1184 781LHPQA #8-15 x 1 LH Twinfast Screw Zinc 53 1186 781LHPDX #8-15 x 1 LH Twinfast Screw Zinc (S.S.) 54 78XIPFTFUA #8 X 1" Ph FI u/cut SMS 55 78X1 FPAX #8 X 1" Ph FI - Stainless Steel 60 1/8" Annealed or Tempered Glass 61 3/16" Annealed or Tempered Glass BT 114" Annealed or Tempered Glass 63 1/8"-1/4" Air -1/8" An. or Temp. I.G. 64 1/6"- 3116" Air - 3/16" An. or Temp. I.G. r— 2.000" .062" .500" .869' .062" N462"A FLANGE FRAME HEAD 6063-T6 ALUMINUM 2.056• 050" n J 3.225" u.975" .050^y{ 1.125" 050• 2.056" OINTEGRAL FIN FRAME SILL 6063-T6 ALUMINUM .062" 1.582" 062 1.010• OFIXED MEETING RAIL 6063-T6 ALUMINUM .05D' 500" — C .050" — O n 6 062" — .oso" —f� —j .92V OSASH SIC 10 6063-T6 A ;c;1.5'-r05 A. LYM4!MILI:R, RE P.E.#58705