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HomeMy WebLinkAboutWindows in Frame PlanCAULK BETWEEN WINDOW FIN L SHEATHING INSTALLATION ANCHOR, R8 WOO➢ SCREW SHOWN STUCCO BY OTHERS WTHDOW HE PERIMETER CAULK BY OTHERS GLAZING (TYP.) (SEE NOTES) PERIMETER CAULK BY OTHERS ' EMBEDMENT '•-WINDOW WIDTH ➢ SCREW) I, 1M SPACE Dhchlmen me pwpam of TAB w.moroaaawn9 x.o PnenOne madwadwen,ecammendmare la anaswoee he..woou,enwF wna,w6lmacweve dw deA9n y.a,ee,Pecbed on,m%• volbn Pneu ® dbYnwMro eubin®Dade Arcraope Meewdr Pocwnme,Welbmre6ndn9 ITWOY W000 SHIM AS REWD. (SEE NOTES) TWD BY WODB pxnq.R fac lm l]W IL '%-BY OTHERS. IbslmB seosgseamnB aslherp]u reolwl p,adtesmewmcbrcl2uleawaimnryell¢re�p,evearc WIPINI HERS IMPORTANT INFORMATION & GENERAL NOTES SHIM AS REOT. (SEE NOTES) 1• MIR These notes are provided to ensure proper Installation of Florida Extruders Milestone EMBEDMENT pmducts and must be followed fully. k.�4' (N➢OD SCREW) I GENERAL INSTALUTIQ�INSIRUCTIONS ( GLAZING (TYP.) (SEE NOTES) 1) SHIM AS RRYD. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. . CE SHEATHINGMAX. ALLOWABLE SHIM STACK TO BE 1/4". APPLY A BEAD OF VULKEM 116 BY OTHERS ADHESIVE CAULK OR APPROVED EQUAL AT THE FASTENER LOCATION PRIOR TO FIN TYPE CAULK BETWEEN INSERTING THE SHIM TO ADHERE THE SHIM TO THE SUBSTRATE AND/OR WINDOW FIN TYPE N➢OW FRAME WINDOW FRAME WINDOW FRAME. FULL BEARING BETWEEN THE SHIM, SUBSTRATE AND WINDOW & SHEATHING HEADER JAMB PERIMETER FRAME ARE REQUIRED. NSTALLATION ANCHOR 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD, SILLS GLAZING (TYP.) CAULK -(SEE NOTES) OTHERS IS WOOD SCREW SHOWN IAMBS. BY STUCCO BY OTHERS 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF S E WINDOW FRAME. TIO N B- B rWINDOW WIDTH � 4) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG 15 SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 SERIES SINGLE HOMES. A' 5) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063. ANCHOR INSTALLATION INSTRUCTIONS GENERAL. 8 B 6) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A ANCHOR CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING SPACING EQUAL Y SPACE MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD (SEE BELOW) ANCHORS (TYP,) SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. WINDOW I 7) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE: HEIGH a) IN DIAMETER FOR #8 WOOD SCREWS, AND THE NAIL ROUNDED UP TO THE NEXT STANDARD b} THESHANK DIAMETER OFSIZE. DESIGNATIONSE. GNATION DRILL BIT SIZE. FIN TYPE ANCHOR I�•- A- I� 6' MAX, FRAME (TYP•) 8) WOOD SCREWS SHALL MEET ANSI 818.8.E DIMENSIONAL REQUIREMENTS. 9) NAILS SHALL MEETASTI4 F 1667, "STANDARD SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES.' .WINDOW SPACING -'-I II 10) IF WOOD TENDS TO SPLIT, PRE -BORE HOLE i SILL (SEE BELOW) ���III }}}-.ee------6' RAL AS FOLLOWS (PER NATIONAL DESIGN SPECIFICATION (TYP.) FOR WOOD CONSTRUCTION REQUIREMENTS): MARBLE SILL ELEVATION a)#B WOOD SCREWS -1/8"DIA. PILOT HOLE. STOOL BY b) 0.113" DIA. NAILS- #44 DRILL SIZE PILOT HOLE. OTHERS VIEWED FROM EXTERIOR c) OTHER NAIL DIAMETER PILOT HOLES NOT EXCEEDING 75%OF THE NAIL'S HEAD, SILL & JAMB ANCHOR SPACING (TO 0 DIAMETER AS REQUIRED. 11)WOOD SCREW AND NAIL WITHDRAWAL VALUES USED TO GENERATE FASTENING REQUIREMENTS WOOD SCREW. 24- O.C. MAX. (TYP.) TWO BY WOOD --------------- ARE BASED ON SOUTHERN PINE WITH A SPECIFIC GRAVITY OF 0,55, BY OTHERS NAIL. 7' OC MAX FOR JAMBS AND 12) WOOD SCREWS AND NAILS SHALL NOT BE MIXED TO FASTEN THE SAME ASSEMBLY. INSTALLATION ANCHOR 10 OC. MAX. FOR HEAD IB WOOD SCREW SHOWN TTUCCEI i 10 4 AWaFl - BY OTHERS = �' .pT Fr47r 'a CAULK BETWEEN �'? j/J} Yr WINDOW FIN SHEATHING / / s 1. SHEATHING BY OTHERS 1'MIN. VI-_+ 1 IUL,2 9 2Op4 SECTION A -A (WOODBSCREW) Na T&F8 A4 n1at �N� os ad AL, ;4` L SILL 13) WOOD SCREWS AND NAILS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF WOOD.' [SEE SHEET 2 FOR CONTINUATION OF NOTES] REV DESCRIPTION DATE INI FLORIDA EXTRUDERS INTERNATIONAL, IN( 2540 TEWETT LAN) cemmie or wmowzAN9H No, e235 SANFORD FLORIDA C REVISED NOTE 6. REVISED NOTE 7 AND AL ELE TO REFLECT MAIL 12/10/03 RJA TITLE: INSTALLATION DETAIL W/BB SCREWS OR NAILS . SINGLE HUNG (}N WINDOW -SERIES 1000, (500, 0. 200E DRAWN BY: BB APPROVED BY: RJA D ADDED DISCLAIMER. 7/e9/04 - RJA DATE:7/29/04 SCALE: N. T. S. DWG.:FLEX0026 SHT 1 OF t- MIN. EMBEDMENT WINDOW IMPORTANT INFORMATION CAULK @ETWEEN SHEATHING (WOOD SCREW' WIDTH &GENERAL NOTES WINDOW FIN & BY ETHER$ STRUCTURAL A FUL RADIUS SHOWN These notes are povldeem ensure pr9perlmbBatlon of Hotlda Extruders MilerfoneproduetxBMmustbe SN€ATHING BUILD DOWN followed fully. INSTALLATION ANCHOR BY .OTHERS / B WOOD SCINEW SHOWN SHIM AS RED'➢. N/ r GENERAL INSTpL1AT10N iN5TRUCN (SEE NOTES) L /N B B i) SHIM AS REQ'D. AT EACH INSTAUATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE STUCCO {I .ANCHOR SHIM STACK TO BE I/4'. APPLY A BEAD OF VULKEM 116 ADHESIVE CAUU( OR APPROVED EQUAL AT i BY OTHERS L SPACING THE FASTENER LOCATION PRIOR TO INSERTING THE SHIM TO ADHERE THE SHIM TO THE SUBSTMTF (SEE BELOW)Q�j EQUALLY SPACE AND/OR WINDOW FRAME. HULL BEARING BETWEENTHEBHIR SUBSTRATEANDWINDpW FRPME ARE 1/4- MAIL ANCHORS (TYP.) REQUIRED. PERIMETER SHIM SPACE WINDOW 2)USE SIUCONIZED ACRYLIC rAULK BEHIND WINDOW FIN AT HEAD, SILLBIAMBS, CAIb_K \\ HEIGHT 3)USE SN[ONIZED ACRYLIC CAULK PoR PERIMETER SEAL AROUND FM.a OF WINDOW FRAME. BY OTHERS \ FLORID EX RUDERS 1510A D RIESMOD SINGES fI GLE HUHOWp. THIS PRIM ALSO APPLIES TO THE FIN TYPE FLORIDDOWFRA E MATERIAL ALU 11 SERIESNIAIA SWIXE HIR(G5. GLASS (TYP.) WINDOW FRAME WINDOW FPAME MATERIAL: ALUMINUM gl1DY 6W3. (SEE NOTES) HEAVER ANCHOR6'WHO DOWN MUST BE OF 9IFHOBIT S nvIGH TO ADEQUATELY TRANSFER LOAD FROM WINDOW SPACING TO THE STRUCTURE PER WINDOW I (TYPJ IBC, MULLED TO 17E7.4.4. HEIGHT (SEE BELOW) [[[...-- fi' MA%. CTYPJ IN WINDOW UNSHGN BEER REQUTOOTHER 11NT5 USING ALUMINUM TUBE MULLION. BEEM1A1I0N GLASS (TYP.) WINDOW-w{ (SEE NOTES)�� WIDTH INCHORITTONLATIONREETS INS R INSTRUCTIONS A LIB HALF RADIUS ANCHOR INSTALLATION INSTRUCTIONS FIN TYPE SHOWN, RH OPPOSITE WINDOW FRAME -F GENEaAY SILL 1 B) ALL INSTALLATION ANCHORS MUST BE MADE OFOO.RROSION RESISTANTMATERAIS OR HAVE A PERIMETER MARBLE SILL HEIGHWINDOT B B CORROSION RESISTANTOGATURAPPUEDSUITABIE FOR THE ENVptONMEMAND/OR FRAMING CAULK STOOL MATERIAL WHEREANWORS ARE USED IN PRESSURE-PRFSERVATIVETREATE , WOOD, THE WOW BY OTHERS BY OTHERS ANCHOR SUPPLIER"MBECANSULTEDPoRRECOMMENDATIDNOFARC M..PAT181EWUE PRESSURE -PRESERVATIVE TREATMENT SPACING { UALLY SPACE PRa(Ts6 USED. (SEE BELOW q CHARS (TYP,) 9) ALL FIELD SUPPUED HOLES IN THE PRIME (IF REQUIRED) WILL BE T a) 3/16' IN DIAMETER FOR #8 WOOD 5CREWS, AND II b) THE SHANK DIAMETER OF THE NAIL ROUNDED UP TO THE NEXT STANDARD DESIGNATION DAILL BITSIZE. INSTALLATION ANCHOR TWO BY WOOD 10) WOW SCREWS SMALL MEETANSI 618.6.1 DIMENSIONAL RE QUIREMENTS. 8 WOOD SCREW SHOWN •,L•• BY OTHERS / 11)NAILS AMEFMF165J,'STANDARD SPEOFlFO fATiON R ORNEN FASTENERS:NAILS, : IS, SPIKEAND STAPLES.- ET A5 S, AND STAPLES.' BY OTHERS STUCCO -'' 12) IF W W0 TENDS TO SPLIT, PRE -BORE MOM AS FOLL➢WS (PER NATIONAL DESIGN SPECIFICATION ANCHOCAULK BETWEEN SPACING I I� p g• M FOR a)#0MOD OODS�REWS- REQUIREILOTH WINDOW FIN HEATHING SPACING-.{ j''""' (TYp, 1)#eWWDSCAILS-#44 DRILL PILOT (SEE BELOW) I I MOTE NAIL DIAMETER ILOTH LE NOT EXCEEDING & SHEATHING BY OTHERS -�-1 L.'MIN. EMBEDMENT +iH-6' MAX. (TYP.) gDTAMETERASREQIER PILOT HOLES NOT EXCEEDING 75%OF THE NMcs n (WOOD SCREW) LEVATION bIAMETER ASREQUIREO. SEQIQN A -A VIEWED FROM EXTERIOR 13)WOOD SCREW ANDNM. WITHDRAWAL VALUES USED TO GENERATE FASTENING REQUIREMENTS ARE BASED ON SOUTHERN PINE WITH A SPECIFIC GRAVITY OF 0.55. "--WINDOW WIDTH 1/4' MAX, IQ WOOD SCREWS AND NAILS SHALL RE MIXED TO FASTEN THE SAME ASSEMBLY. W SHIM SPACE IS)WOSCREWSAND NABS L TBE USEDTOFASTENASSEMBLY INIDTHE END DRAW OF TWO BY WOOD WOOD SCREW 24 O.C. MAX. ( YP.) WOW. SHIM AS STUD BY 1IT14ERS (SEE NOTEES)S) NAIL, 7' OC MAX. FOR JAMBS AND [SEE SHEET 2 OR CONTINIAITON OF NOTES] 10' D.C. MAX.FOR HEAD & S LL DISCielmer. The inspose of lhb 9liclolbn drawhg Is to present the mooLfocl.r. V MIN Spacing oppLiCable to COMNOdit SI Z?S shown In ]ecommendoRom branchmagw (le. wootl straws and naM)lo ochkva the tlesignp,wlure EMBEDMENT )' >; © sp.dred an the leneAa,Ibn P.BlIni as lequted by AoMo BuBdhg Code. Seclbn UW.4.4. (W®0 SCREW) anchor Chart (Sheet 2) and Mod Tar Sizes, AnchorgBe McJMds. Re[ommentlal GLASS (TYP.)sBobnl praclicer doer nol.condBule aaorenanydeerexpreNad or h. eiepolelodn. lawolMrpMl (SEE NOTES) W LhS } 4s1:J,pG` o- �p REV DESCRIPTION DATE IN[ SHEATHING o. g n x E}3i1 J0+7r -' INTERNATIONAL, INC. FIN TYPE BY OTHERS (/ 5 D RBL4s6o HOTS e. 12/10/03 RJA FLORIDA EXTRUDERS 2540 TEWETT LANE �tr(J`TA4, REVISED NOTE 9 AND COMFO TE OF AU IGMUTION NE. g2,T5 WINDOW FRAME LAIR.K BETWEEN ' TITLE TO RE FORD. FLORIDA JAMB WINDOW FIN ' ' JAL 9,2 9 2804 ALIERTo F T MAIL TITLE: INSTALLATION DETAIL W/6R SCREWS OR NAILS ERIMETER CAULK BY OTHERS STUCCO & SHEATHING ..� a 't vOt q" INSTALLATION ANCHO we,. 4 E ADDED DI6CLAIMER. 7/29/04 SINGLE HUNG RADIUS HEAD FIN - SERIES 1000, 1500, & 2000 BY OTHERS 18 WOOD SCREW P"ld;; 4: RJA SECTION B-B SHOWN 1g AL DRAWN BY: JBH I APPROVED BY: RJA DATE: 7/29/04 SCALE: N. T. S. DWG.:FLEX0041 SHEET 1 OF 2 l #8 WOOD .SCREW INSTALLATION ANCHOR CHART. #8 WOOD SCREW INSTALLATION ANCHOR CHART:. QUANTITY IN QUANTITY IN QUANTITY IN QUANTITY IN CALL WINDOW HEAD & SILL EACH JAMB. .CALL WINDOW HEAD & SILL EACH JAMB SIZE SIZE SIZE SIZE UP TO 70 PSF UP TO 70 Pw UP TO 70 PSF UP To 70 PIF 2024 23 1/2 X 27 1/2 2 2 12 IB I/a X. 25 2 2 3 2030 23 1/2 X 35 1/2 2 2 13 I9 I/B X 37 3/1 2 2038 23 1/2 X 43 1/2: 2 3 14 IB t/8 X.49 8/6 2 3 2040 23 1/2 X 47 l/3 2 3 145 IB 1/6 X 55 1/4 2 3 2044 - 23 1/2 X 51 f/2- 2 3 15 18 1/8 X 62 2 4 2050 23 1/2 X 59 1/2 2 3 16 1B 9/BX 71 2 4 2060 23 1/2 % 71 I/2 - 2 4 17 16 4 1H2 INI 25 1/2 X 2 25 1/2 X 37 3/1 2 2 2 3 2070 23 1/2 X 53 1/2 2 1 4 4 27 1/2 X 2 1/2 2 2430 27 1/2 X 35 1/2 2 2 IH4 25 1/2.X 49 6/0 2 3 2435 27 1/2 X 43 1/2 2 3 1H45 25 1/2 X 55 1/4 2 3 2440 27 i/2 X 47 1/2 2 3 INS 25 H/2 X 62 2 4 2444 27 //2 X 54 1/2 2 3 INS 25 1/2 X 71 2 4 2450 27 1/2 X 59 1/2 2 3 1H7 25 1/2 X 8 4 30 1/2 x 26 29 1/2 X 23 2 2460 27 1/2 X 71 1/2 2 4 70 27 1/2 % 83 1/2 4 30 1/2 x 3B 5/8 30 1/2 z 50 5/8 29 1/2 X 49 5/9 29 1/2 X 49. 5/1 2 2 3 3 2824 31 1/2 X 27 1/2 2 2 2830 - 31 1/2 X 35 1/2 2 2 30 1/2 x 56 1/4 29 1/2 X 55 1/4 2 J 2838 31 1/2 X 43 1/2 2 3 30 1/2 .63 29 1/2 X fit 2 4 4 2840 31 1/2 X 47 1/2 2 3 30 1/2 X 72 29 1/2 X 71 2 2844 31 1/2 X 51 1/2 2 3 30 1/2 x 84 29 1/2 X B 2 4 22 36 X 25 2 2050 31 1/2 X 59 1/2 2 3 2660 31 1/2 X 71 1/2. 2 4 23 3B X 37 3/8 2 3 70 31 1 2 X 83 1/2 2 4 24 245 35 X 49 5/0 39 X 55 1/4 2 2 3 4 3024 35 1/2 X 27 1 2 2 3030 35 1/2 X 35 1/2 2 2 25 36 %.62 4 3038 35 1/2 X 43 1/2 2 3 26 27 35 X 71 36 X 83 2 4 3048. 35 1/2 X 47 i/2 2 7 42 x 26 41 K 25 3 3 3044 35 1/2 X 51 4/2 2 3 3050 35 1/2 X 59 1/2 2 3 42 x 35 3/8 41 X 37 3/4 3 3 3060 35 1/2 X 71 1/2 2 - 4 42 x 50 5/8 41 X 49 5/9 3 070 35 1/2 X 83 I z 4 42 x 55 1/4 42 x 63 N X 55 1/4 41 X 62 3 3 4 4 3424'. ' ]9 1 2 X 2 1 2 3 2 3430' 39 1/2 % 35 1/2 J 2 42 x 72 42 x 04 41 X 71 41 X83 4 3438 39 1/2 X. 43 1/2 3 3 48 x 26 47 X 25 3 3 3440 39 1/2 X 47 1/2 3 3 3444 39 1/2 X 5f 1/2 3 3 48 z 3B 3/0 47 X 37 3/6 3 3 3450. 39 1/2 X 59 1/2 3 3 48 x 50 5/9 47 X 49 5/8 3 3460 39 1/2 X 71 1/2 3 4 0.56 1/4 47 X 55 1/4 3 3470 39 112 X B3 1/2 3 4 48 x 63 48 x 72 48 x 4 47 X 62 47 X 71 47 z 83 3 3 4 4 824 43 1/2 X 27 1/2 3830 47 1/2 % 35 I/2 3 2 32 33 52 1/8 X 25 62 1/B X 37 111 3 3 3 3838 3840 43 1/2 X 43 1/2 U 1/Z X 47 1/2 3 3 3 3 3844, . 43 1/2 x 51 1/2 3 3 34 52 1/B % 49 B/1 3 3 3 38 j 43 I/2 X 59 I/2 3 3 345 52 i1 X 55 i/4 3 4 3B c; 1/2 X 71 1/2 3 4 35 52 1/a x 52 3 38 4] 12 X 83 I 4 36 • 52 1/8 X 71 52 I/8 % 83 3 3 4 4 40Y4 • l] SIZE NOT AVMIABIE IN 10DD OR I500 SERIES 4030 4038'. 47 1/2 % 35 t/2 47 I/2 X 43 /2 y 1 3 3 2 3 4040 47 1/2 % 47 1/2 3 3 4044 V 47 1/2 X 51 1/2 3 3 4050 47 1/2 X 59 1/2 3 3 4010 47 1/2 X 71 1/2 3 4 47 1/2 X 53 12 8 WOOD SCREW INSTALLATION ANCHOR CHART QUANTITY IN QUANTITY IN CALL WINDOW HEAD & SILL EACH JAMB SIZE SIZE UP 70 70 PSF UP TO 70 nr I' 18 f/8 X 27 5/16 2 2 13 IS 1/8 X 39 11/16 2 3 14 15 1/8 X 51 15/16 2 3 145 18 1/8 X 51 19/32 2 3 15 18 1/8 X 64 5/10 2 4 M 16 1/8 X 73 5/16 2 4 112 2s 1/2 X 2e 9/16 2 2 .1Yw 25 1/2 x 40 15/16 2 Mnv&, 25 1/2 X B3'3/16 2 J IN! 5 25 1/2 X Be 13116 2 3 1 W 25 1/2 X 65.9/16 2 4 ¢ �25 1/2 X 74 0/16 2 4 29 %1 X 29 7/32 29. 1/2 X 29 7/32 2 2 29 1/2X-41 19/32 29 1/2 X 41 19/32 2 3 29 7/Z'X 53 27/32 29 1/2 X 53 27/32 2 3 29 1/2 X.Be 15/32 29 112 X 59 15/32 2 3 29 1/2 X 86 7/32 29 1/2 X 66 7/32 2 4 29 1/2 X 75 7/32 29 1/2 X 75 7/32 2 4 22 36 X 30 5/16 2 2 23 36 X 42 11/16 2 3 24 36 X 54 15/16 2 3 3 245 36 X 60'9/I6 2 25 36 X 5/6 2 4 26 36 X 76 5/116 70 2 4 41 X 31 5/32 41 X 31 5�32 3 2 41 X 43 17/32 41 X 43 11/32 3 3 41 X 55 25/32 41 X Be 25/32 3 3 41 X 61 3/8 41 X 61 3/5 3 3 41 X BE 5/32 41 X68 5/32 3 4 41 X 77 5/32 41 X 77 5/32 3 4 47 X 32 5/32 47 X 32 5/32 3 2 47 X 44 17/32 47 X 44 11/32 3 3 47 X 56 25/32 47 X 55 25/32 3 3 47 X 62 3/8 47 X 62 3/8 3 3 47 X'.69 5/32 47 X 69 5/32 3 4 47 X 78 5/32 47 X 78 5/32 J 4 32 52 1/8 X 33 3 2 33 52 1/0 X 45 3/8 3 3 34 52 i/5 X ST 5/8 3 3 345 52 f/8 X 63 i/4 3 3 35 52 1/8 X 70 J 4 36 52 1/8 X 79 3 4 INSTALUTON ANCHOR CHART NOTES: 1. Window sizes shown are for Commodity Size Windows. 2. Modular Size Windows will use the anchor quantities shown for the next larger sized Commodity Window. 3. Anchor spacing requirements for Commodity and Modular Size Windows shewn an this Bheet. 4. Dimensions given are for half radius head unite, full radius will be shorter. FULL RADIUS SHOWN ANCHOR SPACING EQUALLY SPACE (SEE BELOW) ANCHORS (TYP.) HEIGHT AI 14CHOR 6- M11 SPACING (TYP.) (SEE BELOW) � WINDOW 6' MAX (TYP.) WIDTH LH HALF RADIUS SHOWN, RH OPPOSITE WIND HEIGHT ANCHOR SPACING EOURLLY SPACE (SEE BELOW ANCHORS (TYP,) ANCHOR 16' MAX SPACING (TYP.) (SEE BELOW) 4.- 6' MAX. (TYP.) LEA VATION VIEWED FROM EXTERIOR HEAT sB_L R JAMP ANCHOR SPACING (TO 70 PSF DP) WOOD SCREW. 241 D.C. MAX. (TYP.) -------------- NAIL. 94 O.C. MAX.FOR JAMBS AND 10• D.C, MAX. FOR HEAD & SILL Spacing apptiE6kle to Commodity Sizes shown in anchor chart and Modular Sizes. IMPORTANT INFORMATION & GENERAL NOTES Cond.3 ANWOR INSTALLATION INSTRUCTIONS load.) #B WOOD SCR8w51 14) SEE THIS SHEET FOR #8 WOOD SCREW INSTALLATION ANCHOR CHART. 15) #8 WOOD SCREW MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF V INTO THE TWO BY WOOD FRAMING, 16) SPACING OF WOOD SCREWS SHALL BE: a) 6" FROM EACH CORNER OF THE HEAD, SILL AND 3AMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS BUT NOT EXCEEDING 24" O.C. SPACING IN HEAD, SILL AND IAMBS. NAILS: 17) NAILS SHALL MEET THE FOLLOWING REQUIREMENTS: a) 0.113- DIAMETER OR GREATER, I) SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1778" INTO THE TWO BY WOOD FRAMING (GENERALLY, MAIL 2 3/0' LENGTH OR GREATER SHALL MEET THIS REQUIREMENT), C) HELICAL (SCREW) OR ANNULAR (RING) SHANK MILE ONLY, AND d) MANUFACTURER SHALL BE LISTED IN NATIONAL EVALUATION SERVICES, INC.'S NATIONAL EVALUATION REPORT, NER-272, 18) MANUFACTURER'S NAILS MEETING THESE REQUIREMENTS ARE (BUT NOT LIMITED TO) THE FOLLOWING: a) PASLODE DEFORMED SHANK NAIL, NO. 404947, 404537, 650111 AND 650148. b) DURO-FAST DEFORMED SHANK NAIL 140. 325. 19) SPACING OF NAILS SHALL BE: a) 6" FROM EACH CORNER OF THE HEAD, SILL AND IAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS AND NOT EXCEEDING 7' D.C. SPACING FOR THE IAMBS AND 10' O.C. SPACING FOR THE HEAD ANDSILL DESIGN PRESSURE RATING & RIC REQUIREMENTS 20) IF EXACT WINDOW SIZE IS NOT LISTED IN WOOD SCREW ANCHOR CHART, USE ANCHOR QUANTITY LISTED FOR NEXT LARGER SIZE. 21) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF FOR WINDOW SIZES SHOWN IN CHART WITH SPACINGS SHOWN. DESIGN PRESSURES (D.P.) SHOWN ARE POSITIVE AND NEGATIVE, 22) GLASS THICKNESS MAY VARY PER THE REQUIRF14ENTS OF ASTM E1300 GLASS CHARTS. 23) COMPLIES WITH CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS AND 1707.4.4.3 MR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1,2002. IMPORTANT INFORMATION & GENERAL NOTES (cunt.) ANCHOR INSTALLATION INSTRUCTIONS( L] #8 WOOD SCREWS: 16) SEE THIS SHEET FOR #8 WOOD SCREW INSTALLATION ANCHOR CHART. 17) #8 WOOD SCREW MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF I" INTO THE TWO BY WOOD BUCK OR BUILD DOWN STRUCTURAL FRAMING COMPONENT. 18) SPACING OF WOOD SCREWS SHALL BE: a) 6" FROM EACH CORNER OF THE HEAD, SILL AND LAMES, AND b) Eb'ENLY SPACED hETWOEN CORNER ANCHORS BUT NOT EXCEEDING 24" O.C. SPACING IN HEAD, SILL AND IAMBS. MALLS: _ 19) NAILS SHALL MEET THE FOLLOWING REQUIREMENTS: a) 0.113" DIAMETER OR GREATER, b) SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1718" INTO THE TWO BY WOOD BUCK OR BUILD -DOWN STRUCTURAL FRAMING COMPONENT(GENERALLY, NAIL 2 3/8"IENGTH OR GREATER SHALL MEET THIS REQUIREMENT), Q n, c) HELICAL (SCREW) OR ANNULAR (RING) SHANK STYLE ONLY, AND d) MANUFACTURER SHALL BE LISTED IN NATIONAL EVALUATION SERVICES, INC.'S NATIONAL EVALUATION REPORT, NER-272. 20) MANUFACTURER'S RAILS MEETING THESE REQUIREMENTS ARE (BUT NOT LIMITED TO) THE FOLLOWING: a) PASLODE DEFORMED SHANK NAIL, NO. 104947, 404537, 650111 AND 6SO14S.. b) DURO-FAST DEFORMED SHANK NAIL NO. 325. 21) SPACING OF NAILS SHALL BE: a) 6• FROM EACH CORNER OF THE HEAD, SILL AND IAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS AND NOT EXCEEDING 7" D.C. SPACING FOR THE IAMBS AND iD' O.C. SPACING FOR THE HEAD AND SILL. DESIGN PRESSURE RATING It FEC REQUIREMENTS 22) IF EXACT WINDOW SIZE IS NOT LISTED IN WOOD SCREW ANCHOR CHART, USE ANCHOR QUANTITY LISTED FOR NEXT LARGER SIZE. 23) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF FOR WINDOW SIZES SHOWN IN CHART WITH SPACINGS SHOWN. DESIGN PRESSURES (D.P.) SHOWN ARE POSITIVE AND NEGATIVE. 24) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E13DO GLASS CHARTS 25) COMPLIES WITH CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS AND 1707.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1, 2002. a'7c-c�o��f FILE COPY REVISION s�T III o P 62 Z aaa�, SHEET. 1 O�� LJL O LJ_ Z l/) 1' MIN. C IM iPAC "v EMBEDMENT CAULK BEHIND FIN. �S TWO BY FRAMING (4/CDJ SCR Eb+ (Note 8n & 2.c.ID BY OTHERS BUILD ➢OWN SHIM AS REO'D. (Note 4.b and T) SHEATHING BY OTHERS (Nora Lb) CAULK BEHIND. FIN BY OTHERS. INoS 4.6 and T) 3 (Note 2.a & le.cJD 9 8 SHIM .AS REQ'D. (Note 1.b) 7 Z 1' HIM. EMBEDMENT (WOOD SCREW) -C-V4' EXTERIOR FINISH MAX. SPACE SHEATHING BY OTHERS BYOTHER, PERIMETER CAULK BY OTHERS EXTERIOR FINISH (Note 2.c.ID BY OTHERS BUCK 1 6 FRAME WIDTH PERIMETER CAULK HEIGHT �- BUCK WIDTH BY OTHERS (H.H.) 7 ff& B.W.) „ (Note 2.n 6 2.01) (Note FRAME PERIMETER SECTION H-B HEIGHT. CAULK 2 (F.H.) BY OTHERS SHIM AS (Nate 2.a L 2.cA) REQ'D. (Note 1.b) GENERAL NOTES (1 to 1B) Gee General Notes D.wbrg FLEX2010D. Sheet 1 & 2. (A) MNestone Seller IBM Designer Fixed Aluminum Wait. W shown. Also applicable to Series 1750 & 2000 Designer Fixed 'j� ].'./a' MAX.. Aluminum Windows. EXTERIORFINIS -SResistant H [M SPACE applicable to Non-Im act lazed windows. B O.wm a I9 ( 1 9 PP P BY OTHERS al tested ae allowed b (C) may (rom. Y ANSDAAMAINW WDA 1g1/1.5.2.97 or 101/L8.2 NAPS and WAAM rNPANDA S.2o 9 B appOwble Bidding Code. See Nab 12 and Is on Drawing FLEX 2010farfuMerdela11s. TWO BY FRAMING 10) Far Fastener Spacing sea Notes (L) and (P) on Shea( 2 of this BY OTHERS (Note 4.1, 'and T) drawing. See Note IN) regarding devlatlone. SHEATHING (E)Wood screw and mall withdrawal values used to gene.(. the OTHERS BY 0 BEHIND FIN CAULK B Southern Pine with a 6 ednc u emanle are based on 90 fealenloB req k P (Note 2.n & 2.c.I1> Grevly of0.65. bee Nole (H)ragarding devlaliona. r w[w. EMBEDMENTSCREW) (F) Wood or tapping screwledge distance e of set (W00➢ SCREW) .at o exceed x ad afwoodort pie, . mural meet(H)reg rPro ads size and LIS Minimum aka end embedment per Pans List Sea Nola (H) regarding Minimum per SECTION A -A derlallons. PARTS LIST (G) Nell edge dislanoe measured hem edge of wood to centerline of nail meet meet a( exceed 9116-or 5 usage Shank Dlemel a. whichever 1 Head - FlnFrama Is larger. Mirdmum size and embedment per Parts Uat See Note IN) 2 SININ - Fla Frame regarding deviations. 3 Jamb -Fin Freme IN) My devlation lest men the minimum requirements stated must be 4 Not Used approved by the manufacturer or engineered by "other Design MatGlazingtha 5 Matthaei Professional IN accordance with toe appleable Building Code and 5 Bead - Rlgltl Vinyl ProductAll 7 Glazing- Sae Note(B) and Reid suppliedwill be In 0) All Nerd supplied holes In the bacon 8 BB Wood or Tapping Swew, with a minimum ambadmant of P lat. the s(rudural diameter of the mall sha(ffnk nail diameter (arise errewa w the shank wood substrate. See Note (K) and Delall A an this drawing and Nola 4.b & 8 on loll size. a next tl designation Met it rounded up (o next Drawing FLEX20100. ws ails S LLNOTbe mix (J) Woad Screws and Nalle SHALL NOT be mixed (o fasten m. same 9 Round Head Deformed Shenk Nall with mlnbnusa 0.113" diameter (lei GA) and assembly. minimum embedment of i-7/8" Into the slmcmrel wood substrata. See Note (N) and Delall A an this drawing and Notes 4.b & 8 on Growing FLEX201M. A f -' EXTERIOR ELEVATION DISCLAIMER: annsaala in. Nexhina dnwNe an anent mr NaaPnre De, mnaue �.:, welt exa•. tawew ar c cave Mwprowwavolni nk"" Ms¢asore quelingPB®file( mamwem4eaanPesaee wmMemomo9 iftlem P'Pdu3 reRiorket DoxearN aaMfacb"idne. "Nern195,1 e! 31 M FBGPestlnrl, 5atl"n M N N.B. R-reundtlaargeNNp a.. antra, mm"b. ouw ,wunbN Pnaks,ben-d 9n, wertaMy tlmc Wiesen( !r rmg,ow. I Centerllne of Fastener I(_ Attachment , ` Fin Wlad Screw or Nall Head must be IR full contact with Attachment Fin. Olhterline of fastener shall be %proximately 9/32' from edge of 4E[Dormant Fin. DETAIL A Mll in. 1) ,as18 N F9 q u ,c X63 O�P LL 9E9pi R ,'eg3:. °c 5�a8��,� � DES o it l c a Z ,n Sole: ws Drawn I, top Checked raw )N Robertl. Amoroso, P.R R Umnse He. 49752 Drawing No. FLEX28120 Sheet 1 of 2 FASTENER INSTALLATION INSTRUCTIONS-FLEX28120 C8 WOOD SCREWS: (K) B8 Woad Screw must be of suf iclent length to achieve minimum embedment of 1" into the lewd by wood framing or the build -down homing component (L) 48 Wood Screw spacing shall be as follows: • 6" maximum ham each corner of head, sill arjambs, and • eveny, spaced between corner fasteners but not exceeding 24" D.C. spacing In head, sill wjambs for the fallowing wnfigumtlons at design pressures to 70 PSF: a eyebrow 0 hall -circle arch o hall -eyebrow a octagon u fan 0 pentoid o fulkircle o half-drde o triangle a trapezoid 0 oval • eveny, spaced belween comer fasteners but not exceeding 16" D.C. spacing In head, sill or jambs for the fallowing configurations at design pressures to 70 PSF: o quarter -circle o quarter -circle arch o half -fan (M) Wood screws shall not be used to fasten assembly Into end grain of wood. NAILS: '.. (N) Nails shall meet the following requirements: • 0113" diameter or greater, build -down length to achieve minimum embedment of 17 e" Into the two b wood or bull sufficientTraining (generally, ! 9 Y nalf2 3 8" le th or rester shall meet this requirement), aid homing (generally, / shank g eq ), helical (screw) or annular (ring) shank style only. (0) Manufacturer's nails meeting these requirements are (but not limited to) the following: • Paslode deformed shank nail, No. 4G4947, 404537, 650111 and 6SO148. Duct -Fast deformed shank mall No. 325. (P) Spacing of nails shall be: 6' om each comer of the head sill and Iambs, and • evenly spaced between corner fasteners but not exceeding the o.e spacing in head, sill and jambs tar the following Configurations at design pressures 46 to 70 PSF: o eyebrow 7" D.E. spacing o half -eyebrow 7" a.c spacing o fan 7' D.C. spacing o half -fan 5" c.c. spacing o full-crce 9" D.C. spacing o half -circle 7" o.c. spacing o half-clyde arch 7" D.C. spacing o quarter -circle S"D.C. spacing o quarterdrde arch S o.c. spacing 0 oval 15' D.C. spacing (P) Spacing of malls shall be (continued): • evenly spaced between comer fasteners but not exceeding the D.C. spacing in head, sill and jambs for the following configurations at design pressures to 45 PSF: o eyebrow IV, D.C. spacing o half -eyebrow 12' a.c. spacing 0 ran 11" D.C. spacing o half -fan 8' o.c. sparing O full -circle 14" D.C. spacing o half -circle It-o.c. spacing o half -circle arch IT o.c. spacing o quarter -circle 8' D.C. spacing o quaker -circle arch On D.C. spacing 0 oval 24" D.C. spacing 0 octagon 14" D.C. spacing o pentnld 12" ex. spacing o triangle 12" o.c spacing o trapezoidd 12' D.C. spacing (Q) Nails shall not be used to fasten assembly Into end grain of wood DESIGN PRESSURE RATING 1k FBC CODE COMPLIANCE (R) Installations depicted In these instructions acceptable for design pressures to 70 PSF with fastener spacing In Notes (L) and (P). Design Pressures (D.P.) are positive and negative. Overall window assembly design pressure may be less than 70 PSF and shall be determined In accordance with Nate 13 of FLEX20100. IS) Production Glazing may differ from that tested as allowed by ANSI/AAWNW WDA 101/LS, 2 - 97 or IOi/1.S. 2 NAPS and applicable Building Code. See Note 12 and 13 on Drawing FLEX 20100 for furtilw details. IT) Structural two by wood and/or framing at the head, sill and jambs to be securely fastened to transfer the load to the wood structural substrate per the FBC and the engineer of record's details as applicable. (U) See FLEX20100, Notes 10 to 15 for additional FBC Code Compliance. FRAME WIDTH EVENLY SPACED PN6"u"n TOP. ITEAO -r- FRAME I HEIGHT 0 octagon 9" o.c. spacing o pentold 7" o.c spacing p triangle 7" cl spacing o trapezoid 7" B.C. spacing A 1/8 1000 SA I X 2 X 3/8 TWO BY WOOD DETAIL LAI �. /�lg0g P,W.7g(SWNER JALLION JAMB (TYP.) TUBE MULLION BUCK BY OTHERS j SILL (TYPJ pB X 12 SELFELF NB X 1/2 SELF t 1/8' MIN. _1 NB X L1 SSrAPvlr� ensTAPPING SAS TAPPING SAS EMBEDMENT "51., 1 x2X Lie -TU3C XULUO( 2 x 4 x 3/8 SHEATHING SEALANT IETWE(N VpYEPLANT BETWEEN - TUBE WLLIOH INSTNLI.pT1aN Nr[HOP p8 VDDDNT aEtWEfN WINDOW FRAME SCREW (TYP.) V FRAME I MULLION L10N EXTERNAL HULLION RB X 1-1/2 SEI F INSTALLATION CLIP TAPPING SAS MULLION TAPPING SMS ".' Y2:M1MIT 2LIVCIH SECTION A -A (il SECTION A -A (2) vlN(w FLi,aan IR x ]/l SE 1000 S.H. APPLIES TO HEAD k SILL WHERE 1" % 4" E KLLL!gA 1000 S.M. TAPPP4 SAS I X 2 7116 X 1/0 1 X 2 7/16 X 3/6 4AMS (TYPJ & 2" X 4" TUBE MULLIONS ARE USED HEAD CIIAI 1000 5.N TUBE MULLION f000 S.H. TUBE MULLION 1 Y7imv rIAA 3 SECTION A -ACTION A -A (I JAMB (TYPJ APPLIES i0 HEAD &SILL WHERE )" % 2" JAMB CTYP.) t IULOW & 1" X 2 7/16' TUBE MULLIONS ARE USED all X t/2 SELF L:i;TUaC u8 X 112 SELF TAPPING SAS INSTALLATION ANCHOR112 SELF p8 V000 SCREW LF ING SMS TAPPING SMS U AIL bl (Typ)•Far aaer9wts s prone here I X 2 7116 X III - e SILLCLIP X6LLItiV �LSEALANT BETWEEN WINDOW FRAME I MULLION \-N8 X 1-1/2 SELF TAPPING SNS �I�CTION A -A (31CTION A -A (31 /-1 X4X1/B / TUBE MULLION 1000 S.H. ID00 S.H. JAMS (TYP.) JAMB UYP.) Ne X 112 SELF TAPPING SMS �- SEALANT BETWEEN WINDOW FRAME' L MULLION p8 X 1-1/2 SELF TAPPING SNS SECTION A -A (51 SEALANT BETWEEN VII Clip is not e Rowe, it is oe to use 1. Iodine. lmlollo Cup' I J- SEpLANT BETWEEN SEALANT WINDOWI FRAME YB X 1-I/2 SELF TAPPING SMS WINDOW FLANGES A. MULLION n I es shown In OstoY c. 1 1/8" "IN EMBEDMENT HULLIDN SECTION A -A (71 s9EA1xING �- x-IS X 1-1/2 SELF TAPPING SAS DETAIL wag MAKING SECTION A-A(4) AUXILIARY PLAT (FOR ADDITIONAL ANCHORS, WHEN REQUIRED) TUBE MILLION r (D A A -_- FM 08 SELF TAPPING-\/ SMS (TYPJ `- ILEjAII- R MULLION NB X 112 SELF ELEVATIO mail TAPPING SMS VIEWED FROM EXTERIOR FLORIDA EXTRUDERSINTERNATIONAL. a.� y 9w J`V 10 JTLl R N RD LORI Y "" n Ft 4w) Ft "' TITLE: SER. 1000/1500 FIN SHEET I OF z VERTICAL MULLION SECTIONS SEALANT BETWEEN vmBDW FRAME CO.Z4 25tl3 { SEE OTHER SIDE (SHEET 2 OF 2) FOR `-toe X I-1/2ISELFION sea � '� r - r` ^�jp. DESIGN PRESSURE CAPACITIES TAPPING SAS. E:] N &G".�` DRAWN BY: MSH APPROVED BY: WAB SECTION A -A (6)-A (6) 3; U M�g;`r Dp're:6/17/04 scpLe:PITS Dwc.: 1VMFIPI I `--1000 SIC rAFroM. ,aa HEAD (TYP.) ST7AAXT BETWEEN SECTION ASECTION A-A�j�}3E } WINDOW TLAMES L RAIiO r LOGO IO4(A SEALMT TEV SILL <TYP,) VIMWrLA7R L R&LfO \ i N8 X 3/4 SELF TOPIRG IN5I x 4 X lie p / TUBE IULLIG/ SECTION A -A (51 I grog W W. S d Ne M. SILL :. 1 &' pa) ---its (iYP.) EVENLY SPACED ANCHORS EXTERIOR ELEVATION ANCHOR SPACING ILLUSTRATION EYEBROW ARCH DESIGNER WINDOW •+Plop Hm& vAB $ 21?� W�sE m�ml¢ a 5E� oaT)o,b 5 �Sea YgI{q o Ca'g; d& 2 dew)N i Drawing No. FLEX28120 Sheet 2 of 2 logo P.W./DESIGNER An NARY PIAn: 02. 3 TO HEAD 4 BILL WHERE I" X 4" SILL =.) ON 0011?MUL Awm s. WA/M soumcci &: X 4' TUBE MULLIONS ARE USED He X 3/4 SELF DEi,�G TAPPING SIS _ SHEATHING Q) ID 1 x $ k }/e � - - TUBE ]ALLUEN N&LIW INSTALLATION ANCHOR Re VCOR ® SCRCV cIYP.I EXTERNAL MLLIGN rv0 BY WOOD 11131TAlLATION CLIP �18 x 3.14 SELF BUCK BY OTHERS �IOno SJL TANNING SAS FEAR (TYPJ EAULLION JE I, A -A (21 1400 1' VY OESIIRIER 91LL (TYP.) F SILL P.W.ls-) TF"R I err A wAL ■ SILL (TYPJ AB X ]/9 7ELi gidalf LF TAPPIIdS S43 2 1 x ? 7/16 % 3/8 PUKE BE NAALIt&LIE ?( TUBE fnLLICN �pXi'I SR r9V-rP9W Ina )p AD CTYPJ rl ILQ ,-A}Q1if -A (A .IGN N.VJOESICANER S1U 11YP.7 -Re X W4 SELF YAPPING SMSi 3/9 ,�f -�� NUDE I0.lLiO Joel FK '- KEAD MR.) L I lie,Him JJ EHEID EMT BED ENI DETAIL. g APPLES Ta • Fa rah aref, A, i' X 2 ppmltn ohms yymya- n(W RB % 3l0 SRF IT *at h not lujlxris a.ratwploth it aWT ILWam VIEWED FROM INTERIM TAPPING Sti3 -1000 SK ppEC SECTION AA-A�._iZj7l Y. HEAD f7YP.1 IP rive Ymlondica Eta aR 3hRnn Ur 041aY 0. _- - iNLaR&'R ANOXR 13 .m® ITRTv IIOR/ -• : IA We 'Nave A ax&. P.E. 34a a eery 27 - �11WISNIW Gwrnant, IL N711 FL LHama no, 52583 FLORIDA EXTRUDERS 25NPOpIDD PAL U INTERNATIONAL, INC. RI TITLR:SER, 1000/1500 FiN SHEET I OF 2 Non HORIZONTAL 14ULLION SECTIONS ` a SEE OTHER SIDE (SHEET 2 OF, 2) FOR DESIGN PRESSURE CAPACITIES" w ?'- DRAW eY:MSH APPROYRD BY: WAS DATEMS/17/04 BCAIA-N IZ nwG.: 1HMF I It 0 o t c c a �a :Ua M BY OTHERS By F�AEESB.R 3. 2 FRAHE HEIGHT (F.K] PERD ETEB CALLS DY O1HER9 !lisle 2.0 L zcdo 9 B EXTERIOR FINISH BY OTHERS CAULK BETWEEN WINDOW FIN L SHEATHING (Note 2e L Zen) SHEATHNG BY OTHERS . npw EMBE➢NENT OENERALNOTES FRA'+iC ViDTX MOOD SCREV) TWO BY VDDD jltolll Bea(imrerd NpNS Oraatrg FlE%�i➢D, 8haa113 a " BY OiHEAS 2 tHete 4.6) (Aj fAlelbr»Baras 26rq Flxad Abndnum;VSMe+ele ehatn. w Alw applRabie to Belfae 106D Fiord Atamum'NaldraB. WS � � SNIW p4 REO'D- lB)DmxhB ecomtde to NurtYtcpectReaabat Geaad k A 1 (Note Lb) aRrhae. g by ANSd,atom @sap rra'/ dlMraamdutlw(+d ae 4laYae D I I W ANBMAarrAlVYPADA IOIn.e. 2-BTU WtIS.2 NAFS and FASTENER v4• MA)L - °!Warta Sai9p cpda<a.. rA,b l2ad 13.0 ab.B / SPACING gg6 SHIM SPACE F1EXT010Olorhdhmdahb, (SEE BELOW) A (G)Fa Fa¢Rnetn Shealas Elevation FRAM / . � EQUALLY SPACE TC Naaa(L)L JP) an sAeal2 of Wa daaln&gee Mete lH) NEiGHT ngemap dnta5one. FASTENERS t1YP.> g (�'f/ned ffiIgN e1Mn31 YdAdfYpal4�ada U90d 10 j18ralald / � � �[ Me fasbnNpragimRsnb em haeedan 9auAam Frranlma 6padNeGavt/da59. 3ca Nme 811npmdin9dwleCNaB 8 �Jib aewadM aldmw $44 Ro m tappine d Im, F+M meat a axwad l•. Mlcanurn sne and artAadmstpw Parts LJ.L9eB gggg � B MUCK NoblHiregaalogdevwRav, A 1 y t HziGH7 {G)IlaH aage 6amroanaaeuvdhmn edge aiwaW tp �1 6' NAXdrill �g i C330 ma m naa must meal m mad a re' firms, Sty ELEVATIOi! ti(PP.) g3 Omne�, rrc,+. s,arb w.pr. ATfrt+•r+a�e and VIEHED FROM E(TEIDOR �C par Farb ld1 Sea Nam Cnl rBA4�y daY+saa. lN7ERlCA gq Mydededcn kaa dram rre mNtnumraq,Nrnerde rated HFpD. _GILL +. _IpMB ANCHOR ?PAC)NG C.AIKER na jjj''""" INISH BY meta apprmee b/marrsrutechrnraeigineared hT'cdret QmISC�ye,ye OTHERS Omign Wrlaedmal Inzcnlsneatm era appkabta SUkho; WOOD SCRE_�/ =TG 70 PSF aP.r 24_ QC. MAY. ,Rm,eyyr Code ark maatxt Btnlae halm AR eNdeuTWHBdfiwe4aRw (a maaaadj :wbO,YC NAIL - 4PSF TO 70 PSF DDC. MAX, - xaaaT{Ba,�a+n• NAIL 'TO 49 PSF AP,r 1DI D.C. MAX, wam sari raw sow+ h tliarraler HrdB eoad eawtaatlw eharh lanmterel we ceaaab rdFbo cell mundod rp Io Me mad dmderd cPmWaam da td its, S.�aI tumre(a Wr T 1H AS REG'0. 4n°'°d seals 4' HRY. Were 4h) IJI Wand 9cawa mNftaa 8K4LL NOT ha R&ad m'AaIOn BH 4V�IP�4wim aNp&m.ro/. an,p cried. wrmedlnvad°gall TWO BY VODD mtti+a deJLg sash (N OTHERS ?2' ^ , (Note 4$> 32 um."a.'nrle�U. FRAME WIDTH ad)p lnwad Be Min. sa+�aabw,�mb. BkBW AS REO'O Mras ..sews "'— BUCK WIDTH TWO 31 WOfID Csnterllne of mynW r�ra weo (F.W, L 8HJ 1 4' 61A)1. {Plata Lb) BY D1F�R3 fn6tar»r z.baa.w,e pa:awt Olaty 4,U) m�aa 3n.woeew EDM (i latomr� aw I'm wfc EMBEDMENT SHEATHING ovum tpm (WOOD SCREW) �BY 01HERS audb or SECTION A— i B®•:in Prima lt- 3 'amb. Fat Fame 4 Nat Used B WUBA B ^,_'ru Baed, AIpAVbyN T grin*- See, Nato(a) and(0) B MWeed a rapdno 9crma'aitll a minimum anabadw" of V hMo to ehucbaal wood "baha, Sae No)a (K) and Dotal an Boa mealngara Nob 4.1; 3 d an Oneo g FLEMOICa ' S RdMd Neal Defamed 6i,erA))�vdmmidntm 0.))e•demepr(lt aA)ceH Rlrlmum ambodmBM 411.71W *a do ARxbumlwood mb matn Sae Nola (M v--d Dab/ A w, nee *Wio 9 and Note, 4.1; i 9 mDovAq FLEXWO9. V HIN, INIANEHr (WWH SCREW Attachment irn `ate_ . WINNOW FtN L SHEATHING Wood 52few off NOR Heed must be (Hots 2.n In full contact with AttocAment in. PERIMETER L 2.c,ID CenGf➢ne of fastener shall be CAIIA.K ! appBrwlmaleN 0/72from edge of HY OTHERS SECTION B—B HYTQ�HE�RS ifDSH Attaehmanl FIn, !Note 2. DETAIL A L ac.a NR7A..., ... Drawing No. FLEX27120 Shad 1 of 2 3' i 12' Fasten In 2 ay frame with #8 or larger screw of sufficient length for 11 minimum emfoedment offset 2' frpm each corner of frame or 3' from tIp of fin and spaced every 12'(MAX) between corner fastners Make sure that window Is In the closed and locked position during Installation. Make sure that sill Is level and ,Jambs are plumb. SIR ED �I0 N"RE SHEET: 3 of 3 �Iw c:\fla-e)drud.dgn Sep. 01, 2006 09:32:39