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HomeMy WebLinkAboutRevisions; Changing Windows InstallationOFFICE -USE ONLY: DATE FILED: a REVISION FEE: PILE COPY PERMIT NUMBER: 5 L.0 �0 ?O Ot -06 -70 RECEIPT NO.: _ ST. LUCIE COUNTY DEPARTMENT OF COMiMUNITY DEVELOPMENT BUILDNG & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652- 462-1553 APPLICATION FOR BUILDING PERMIT I. LOCATION`!SITE .ADDRESS: 2 DETAILED DESCR RED"ISIONS: C PROJECT ItiFORMaTION PTIONS OF PROJECT I 3• CONTRACTOR INFORMATION: ST.OF FL REGJCERT4 CRC0531 21 ST. LUCIE COC;\Tt" CERT.» 24750 - BUSINESS N?,NIE: MARONDA HOMES QualifiersNameS JEROME ANUSZEWSKI —.___-_-_ ADDRESS: 4610 LIPSCOMBS RD NE SUITE 1 ` CITY: PALM BAY STATE: FL Zip: 32905 PHONE(D.aYTI.NIE): 321-725-5645 FAK 321-725-5703 ._ Y 4. ARCHIT%ENGINEER: NA-'*IE: TOMAS PONCE ADDRESS: 4005 MARONDA WAY CITY: SANDF RD — STATE: FL Z[P:32771 PHONE(DaYTI�iE)i 407-.321-0064 _._ FAXIi - — - Building ---- Code Compliance Division Receipt 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone:(772) 462.1553 Fax: (772) 462-2522 http:llstiucieco.gov/ce Date: 21 December 2007 Receipt M 0000059680 Job Address: 5218 MANCIANO'ST emot Number: SLC- 0709-0070 Received By: gerstend Amount: $50,00 Paid With: CK 7redit Card Number: Check Number; 855256 Paid By: MARONDA INC Sign: CAULK BETWEEN SHEATHING WINDOW FIN L S OTHERS SHEATHING INSTALLATION ANCHOR 98 Won➢ SCREW SHOWN sT11ccD � �`� BY OTHERS'i5' PERIMETER CAULK BY OTHERS GLAZING (TYP.) (SEE NOTES) PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR 18 WOOD SCREW SHOWN BY OTH CAULK SE TI A —A CAULK BETWEEN SHEATHR45 WINDOW FIN L HY OTHE'A6 SHEATHING�- Ten erlw .., BY CAULK - , BY OTHERS GLASS (TYPJ I (SEE NOTES) WINDOW HEIGHT PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR WOODSCREW IBSH[IWN STUCCO BY OTHERS CAULK BETWEEN VIND13W FIN Al 5 SHEATHING BY OT SECTION A —A -WINDOW WIDTH SHIM AS REQ'D. (SEE NOTES) GLASS (TYP.) (SEE NOTES) FIN TYPE_ WINDOW FRAME JAMB AIMETER CAULK BY OTHERS J SECTION B—B BY F MIN. EMBEDMENT (WOOB SCREW) TWO BY WOOD BY OTHERS _ 1/4' MAX. SHIN SPACE TWO BY WOOD AD BY OTHERS SHIM AS NEWS. I / IMPORTANT INFORMATION & GENERAL NOTES (SEE NOTES) NIN. These notes are provided to ensure proper Installation of Florida Extruders Milestone EASE SCR T products and must be followed lolly. <w0000 smEv> _1 GLAZING (TYP.) GENERALINSIALLATIONIN�RUCTIONS (SEE NOTES) 1/4' MA %• SHEATHING 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, SHIM SPACE " T e'Z ` BY OTHERS MAX. ALLOWABLE SHIM STACK TO BE 114'. APPLYA BEAD OFVULKEM 116 CAULK BETWEEN ADHESIVE CAULK OR APPROVED EQUAL AT THE FASTENER LOCATION PRIOR TO FIN TYPE FIN TYPE WINDOW FIN INSERTING THE SHIM TO ADHERE THE SHIM TO THE SUBS IRATE AND/OR WINDOW FRAME WINDOW FRAME L SHEATHING WINDOW PRAME. FULL BEARING BETWEEN THE SHIM, SUBSTRATE AND WINDOW HEADER JAMS PINSTALLATION ANCHOR FRAME ARE REQUIRED. GLAZING (TYPJ CAULK kB WOOD SCREW SHOWN 2)USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD, SILLS (SEE NOTES) BY OTHERS STUCCO BY OTHERS 3))USE SILICOMZE)ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW SECTION B—B WINDOW FRAME. WIDTH 4) FLORIDA EXTRUDERS 100D SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS I5DII AND 2" SERIES SINGLE MUNUS. A" 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6D63. F— ANCHOR INSTALLATION INSTRUCTIONS 1 GENERALI B 136) 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 EQUALLY 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 �— 7) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE: HEIGHT a) IN DIAMETER FOR PB W000 SCREWS, AND THE b) THE SHANK DIAMETER OF THE NAIL ROUNDED UP TO THE NEXT STANDARD DESIGNATION DRILL BR SIZE. B) WOOD SCREWS SHALL MEET ANSI 018.6.1 DIMENSIONAL REQUIREMENTS. FIN TYPE ANCHOR �� MAX. 9) NAGS SHALL MEET ASTM F 1667, "STANDARD SPECIFICATION FOR DRIVEN FASTENERS: NAILS, %.WINDOW FRAME SPACING <TYPJ SPIKES, AND STAPLES." _ L SAIL (SEE BELL, 6' MAX. (TYP.) 10) IF OR WOOD TENDS EN STOS LFF, PRE -BORE HOUE AS FIXLAWS(PER NATIONAL DESIGN SPECIFICATION MARBLE SILL ELEVATION a)88 WOOD SCREWS -1/B"DIA PILOT HOLE. STOOL BY b) SAW DIA. NAILS- k44 DRILL SIZE PILOT HOLE. OTHERS VIEWED FROM EXTERIOR C) OTHER NAIL DIAMETER PILOT HOLES NOT EXCEEDING 75%OF HEAD SILL& JAMB A NOR SPACING (TOO 70 PSF DPI THE NAILS DIAMETER AS REQUIRED. WOOD SCREW, 24- D.C. MAX. (TYP.) 11) WOOD SCREW AND MAIL WITHDRAWAL VALUES USED TO GENERATE FASTENING REQUIREMENTS TVO BY W000--------------- ARE BASED ON SOUTHERN PINE WITH A SPECIFIC GRAVITY OF 0.55. BY OTHERS NAIL, 7' QC, MAX. FOR JAMBS AND 12) WOOD SCREWS AND NAILS SHALL NOT BE MIXED TO FASTEN THE SAME ASSEMBLY. 10' D.C. MAX, FOR HEAD & SILL 13) WOOD SCREWS AND NAILS SHALL NOT Be USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF WOOD. i AVJj J Al, [SEE SHEET 2 FOR CONTINUATION OF NOTES) d *.1 REV DESCRIPTION DATE INI FLORIDA EXTRUDERS INTERNATIONAL, INCCR� NOTE 7 AND IB/10/O3 2540 JEWETT LANE RJA aFaXO x AUMORI7ME Im. R 2540SANFJ D FLO ILIA 1'MIN. DALE ro REFLECT NAILTITLE: INSTALLATION DETAIL Y/k8 SCREYS OR NAILS EMBEDMENT UL y28IISy ALTERNATE(WOOD SCREW) BE T�� D ADDED DISCUSSES. WE9ro4 RJA SINGLE HUNG FIN WINDOW - SERIES 1000, 150o, & Boca 1� ps.. u, i DRAWN BY: BB APPROVED BY:RJA MIN EMBEDMENT (WOOD SCREW) STRUCTURAL BUILD DOWN BY OTHERS —SHIM AS NEWS. (SEE NOTES) 1/4' MAX. SHIN SPACE FIN TYPE WINDOW FRAME HEADER FIN TYPE WINDOW FRAME SILL MARBLE SILL - STOOL BY OTHERS TWO BY WOOD BY OTHERS 1/4' MAX. SHIM SPACE TWO BY WOOD STUD BY OTHERS 1' NIN EMBEDMENT (WOOD SCREW SHEATHING �BY OTHERS —WINDOW WIDTH SHIM AS REQ% — (SEE NOTES) 1...... C°•u+ lau,wc M. 1, 3, IUDO'FLEX0026 SNIT l OF 2' �—WINmW wl�IMPORTANT INFORMATION &GENERAL NOTES 'IH A FULL RADIUS SHOWN These notes are Provided to ensure proper lmod"Man of Floods Ernmers Milestone Fr uca and met bet followed felt. GENENAL INSTALIAT ISTRI LB B 1) SHIM AS MOIL D. AT EACH INSTALLATION ANCHOR WITH LORD BEARING SHIM, MAIL ALLOWABLE ANCHOR SHIM STACK TO BE i/4•. APPLY A BEAD OF YORA M 116 AOHERVB GUM( OR APPROVED EQUAL AT SPACING THE FASTENER LOCATION MOOR TO INSERTING THE SHIM TO ADTIDE THE SHIM TO THE SUBSTRATE (SEEBELOWEQUALLY SPACE AND/OR WINDOW FRAME. FULL BEARING BETWEEN THE SHIM, SUBSTXATE AND WINDOW FRPMEARB ANCHORS (TYP.) REQUIRED. WINDOW � 2) USE S UCONTIIDACRYDC OIULK SEWN MNDOW MN AT HEAD, SILL 61PMB5. HEIGHT 3 USE MUCONf z6D ATRAvc CAfttK FORPERIMETER MERIT SEAL AROUN D IXTE O0. RI OF WINDOW fPAMf. 4) RADA EX RUDERS IS IDOL SERIES SERIES HUNG IS GROWN. THIS PRIM ALSO APPIJFS TO THE S) WIND EXTRUDERS TM SOO AND LUFI SERIES ALLOY 60 RUNGS. 5) WINDOW FpgME HPTFAIAL: pLUHINUM PLLOt 6063, ATpd(� 1 �I C� N�K� 6) MLD DOWN MWNO UIRW D PORTION OF WINDOW FRAME To Be ENGINEERED BY DTHB A SPACING (II,^'(TYPJ BUBO DOWN MUST BE OF SUFFICIENT SInENGm TO ADEQUATELY TRANSFER LOAD FROM WINDOW (SEE BELOW) TO THE STRUCTURE PER FBC, SECTION 1707.44. WINDOW 6- MAX. (TYP.) ])WINDOW UNTICAN BE MULLEDTO OTHER MM WINGAWNINM4 EWRIION. SEEMUWV4 WIDTH INSTALLATION SHEETS FOR REQUIREMENTS. A )JH HALF RADIUS ANCHOR INSTALLATION INSTRUCTIONS SHOWN, RN 1 OPPOSITE GENEML, WINDOW 9) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT WIFERIALS OR HAVE A HEIGHT B CORROSIGN RESISTANT CIATING APPLIED SUITABU MR WE ENVICONMEW AND/OR FRAMING MATERIAL WHERE ANCHORS ARE USED IN PREAURENIFSERVATVE TREATED WOOD THE WOOD n SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE EQUALLY SPACE PRESSUREPRESERVATIVE TREATMENT PROCESS USED. ANCHORS (TYPJ 9) ALL MELD SUPPLIED HOLM IN THE FRAME( IF REQUIRED) WILL BE: at NIS- IN DW9EIER MR 88 WOOD SCREW; AND III THE SHANK ION DRU ,MIT THE MAIL ROUNDED UP TO THE NE%T STANDARD DESIGNATION GRILL BR GRF. 10) WOOD SCREWS SHALL MEET ANSI 018.5.1 DIMENSIONAL REQUIREMENTS. 11) NAILS SHALL MEET ASTM F 1667,'STANDMO SPECFIOD717N MR DRIVEN FASTENERS: NAILS, 591XE5, AND SIMI£5,• l2) IF WOCO TENDS TO SHOT, PRE -BORE HOLE AS FOLLOWS (PER NATONAL DESIGN SPECIFICATION ANCHOR A 6' MAX. FORWOODCONSTRUCIONREQUIREMENTS): SPACING ��TYP.) e) BB WOOD SCREWS. I/B" SIR. PROOHOLE. (SEE BELOW) M0,113-CIA. NAILS- 044 DRILL SIZE PILOT HOLE. 6' MAX (TYP.) C) OTHER MAIL DIAMETER PILOT HOLES NOT EXCEEDING 75%OPINE EMUS EL VAT ON DIAMETER AS REQUIRED. 13 VIEWED FROM EXTERIOR ) WOW ASEDONEWAND NAM NE WINMW&VM� USED PCIFICGAVIYOTY F 0.5. FASTENING ftEQUfRDIFNI3 HEAD SILL L JgMB ANCHDR cppCAC (TO 70 PSF Op) ARE WOOD AND NAILS SMALL NOT BE FASTENT, 15) WOOD SCREWS AND NAILS SMALL NOT BE MIXED TO FASTEN THE SAME ASSEMBLY. 15) WOOD SCREWS AND MAULS SMALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRNN OF WORD SCREW, D.C. MAX. (TYP,) WOOD. -- NAIL, 7' D.C.MAX. FOR JAMBS AND [SEE SHEET 2 MR CONTINUATION OF NDIFS] 10' O.C. MAX. FOR HEAD L SILL DNeloMer: The Punmem Be BXr W aloHon drawbB Is 19 Perenl the monulacaaelr Spacing applicable to Commodity Sizes shown In recommeMDTom MranchamBe O.e.. woodscmw, ono nobl to Pchieve the deryn p,eslwe anchor chart (Sheet 2) and Modular Sizes. M nwoo MelpoG n One SIR o, mentlolllonueUk.d by Boma BaGmR 115rMgvaa ngseolonlscaOolnBaT14 )eabnl Prx[cm dourolcauBlula avmuVyeaherevprea)Bd orimpfied. foal 2 apt % ATro?G Lq t y I a• COL 9 qq 2 4'• I `v } 'l 9 ✓r Of L 0I V� +„-„+x.=.ar =avlY LN11'i itY1 FLORIDA EXTRUDERS INTERNATIONAL, INC D Rens6D no' a. IEA10/03 RJA 2540 JEWETT LANE REVISED NOTE 9 AM cERRMM OF AOMORIMMN No. 9233 SANFORD FLORID TILE TO REFLECT NAIL ALTERNATE TITLE: INSTALLATION DETAIL W/k8 SCREWS OR NAILS E ARCED OISCWLIER. 7/29M4 RJA SINGLE HUNG RADIUS HEAD FIN - SERIES 1000, 1500, L LOBO DRAWN BY: JBH APPROVED BY: RJA DATE:7/29/04 SCALE: N, T, S, DWG.:FLEX0041 SHEET 1 OF 2 IMPORTANT[NF MATION It GENERAL NOTES (award,) #8 WOOD SCREW INSTALLATION ANCHOR CHART #8 WOOD SCREW INSTALLATION ANCHOR CHART ANCHOR INSTALLATION INSTRUCTIONS (rot) QUANTITY IN QUANTITY IN QUANTITY IN QUANTITY IN CALL WINDOW HEAD & SILL EACH JAMB CALL WINDOW HEAD & SILL EACH JAMB 08 WOOD SCREWS, SIZE SIZE SIZE SIZE 11) SEE THIS SHEET FOR A8 WOOD SCREW INSTALLATION ANCHOR CHART. 15) x8 WOOD SCREW MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF I• INTO THE TWO BY WOOD FRAMING. 16) SPACING OF WOOD SCREWS SHALL BE: a) 6" FROM EACH CORNER OF THE HEAD, SILL AND JAMBS, AND b)EVENLY SPACED BETWEEN CORNER ANCHORS OLT NOT EXCEEDING 24' O.C. SPACING IN HEAD, SILL AND JAMBS. NAILS: 17)NATIS SHALL MEET' THE FOLLOWING REQUIREMENTS: 00.113' DIAMETER ORGREATER, b) SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1718" INTO THE TWO BY WOOD FRAMING (GENERALLY, MAR 2 3/B" LENGTH OR GREATER SHALL MEET THIS REQUIREMENn, C) HELICAL (SCREW) OR ANNULAR (RING) SHANK STYLE ONLY, AND d) MANUFACTURER SHALL BE LISTED IN NATIONAL EVALUATION SERVICES, INC.'S MA17OWL EVALUATION REPORT, NER-272. 18)MANUFACfURER5 NAILS MEETING THESE REQUIREMENTS ARE(BIIT NOT LNITED TO) THE FOLLOWING: a) PASLODE DEFORMED SHANK NAIL, NO. 404947, 404537, 650111 AND 6SO14EL b)OIMG-FAST DEFORMED RIANK NAIL NO. 325. 19) SPACING OF NAILS SHALL BE: a) 6" FROM EACH CORNER OF THE HEAD, SILL AND JAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS AND NOT EXCEEDING 7. O.C. SPACING FOR THE 3gM85 AND ]O' O.0 SPACING FOR THE HEAD AND SILL DESIGN PRESSURE RATING& FBC REQUIREMENTS 20) H ENACT WINDOW SIZE G NOT LISTED IN WOOD SCREW ANCHOR CHART, USE ANCHOR QUANTITY LISTED FOR NEXT LARGER SIZE. 21)INSTALLATIONS DEPICTED IN THESE INSRBICTIONSACCEPTAEIE 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 REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 23)COMMIES WTTHCHAFTER 37SECnON51707.4,4.T WRA140OMW REQUIREMENTS AND 1707.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1,2002. UP TO 70 PSF UPTO 70 rc UP TO 70 PSF UP TO 70 RN 2024 2030 2038 2040 2044 2050 2060 070 23 1/2 X 27 1/2 23 1/2 % 35 1/2 23 1/2 % 43 1/1 231/2%471/2 1 23 1/2 X 51 1/2 23 1/2 % 59 1/2' 2] t/R X 7I i/2 23 1/2 X 83 1/2 2 2 2 2 2 2 - 2 2 2 3 3 3 3 4 4 12 13 14 145 15 18 IS 1/4 X 25 IS 1/8 X 37 3/0 18 1/S X 49 5/8 1a 1/a X551/4 18 1/0 X 52 16 I/w X 71 z 2 2 2 2 2 2 2 3 3 3 4 4 4 1 INS 1H4 1H45 INS INS 7 25 1/2 % 25 20 1/2 X 37 3/6 ZS 1/2 X 49 3/8 25 1/2 X 55 Iµ 25 1/2 X 62 is 1/2 X 71 25 1 2 % B3 2 2 2 2 2 2 2 3 3 3 4 4 4 4 2430 2438. 2440 2444 2460 2460 2470 27 1/2 K Ir 1 27 1/2 X 35 1/2 27 1/2 X u 1/2 27 1/2 X 47 1/2 27 1/2 % 51 t/3 27 1/3 X 59 1/2 27 I/2 % 71 t/2 7 1 2 % 3 1 2 2 2 2 2 2 2 3 3 3 3 4 4 ]0 1 2 x 26 ]0 1/2 x SB a/B 30 1/2 a SO 5/8 30 1/2 a S6 1/4 30 1/2 X 63 30 I/2 x 72 30 12 x 84 29 1/2 X 25 29 I/2 % 37 J/B 29 1/2 X 49 1/4 29 1/3 X 55 1/4 29 1/2 X 62 29 1/2 X 71 29 1/2 X 0 2 2 2 2 2 2 2 3 3 3 4 4 4 2824 2830 21138 2540 2844 2850 2860 2870 31 1 X 27 1 ]i 1/2 % 35 1/2 31 1/2 X 43 1/2 31 1/2 X 47 1/2 31 1/2 X 51 1/2 31 1/2 X 59 1/2 31 1/2 %]I 1/2 ]i 1/2 X 83 1 [ 2 2 2 2 2 2 2 2 2 2 3 3 3 3 4 4 22 23 24 245 25 227 }g % 25 3e X ST 3/a ]B X 49 5/e 3e X a5 1/4 30 X IR 35 X8 38 x a3 2 2 2 2 2 3 3 4 4 4 3024 3030 3038 3040 3050 3060 3070 024 35 1 x 27 1/2 35 1/2 x 35 1/2 35 1/2 X 43 1/2 35 1/2 X 47 1/2 35 1/2 X 51 1/2 35 1/2 % 59 1/0 35 1/2 X 71 1/2 35 1/2 X as I 2 2 2 2 2 2 2 2 3 3 3 3 4 4 42 x 26 42 x 30 5/8 42 z 50 1/4 42 x 50 3 42 x 63 42 x 72 42 x 84 41 X 25 41 K 37 3/0 41 X 49 1/4 41 X SS 2 {I % 62 41 X 71 41 87 3 3 3 3 7 3 3 3 3 4 4 34J0 430 3178 3444 3450 3460 3470 424 ]9 f 2 27 I 1/2 ]9 1/2 %431/2 39 1/2 % ♦1 1/2 39 1/2 X 51 1/2 39 1/2 X Be 1/2 39 1/2 X 71 1/2 39 1/2 X B3 1 3 3 3 3 3 3 3 3 2 3 3 3 3 4 4 48 x 26 4B • 39 5/8 48 • 50 1/4 4B x 58 1/4 48 x 83 48 X 72 4B 4 47 X 25 41 X 37 5/8 47 X 49 5/4 4] X 55 2 47 % 62 47 X 71 47 B 3 3 3 3 3 3 3 3 3 4 4 Y 824 3030 35M 3840 3844 3850 3860 43 1 2 z 27 1 2 43 1/2 X 35 1/2 43 1/2 X u 1/2 43 1/2 X 47 1/2 43 1/2 X 51 1/2 U 1/2 X 59 1/1 {] 1/2 X 71 1/2 43 1/2 X 83 1 3 3 3 3 3 3 3 3 2 3 3 a 3 4 4 33 34 345 35 36 SOU 1/0 It 25 52 1/0 % 37 3/8 52 1/8 % 49 5/8 52 1/5 % M 1/4 52 1/5 X-62 52 1/6 X 71 52 1/8 x 83 3 3 3 3 a 7 3 3 3 3 44 4 024 4030 4038 4040 4044 4050 4060 47 1/2 X 35 1/2 47 1/2 X 43 1/2 47 1/2 X 47 1/2 47 /2 X 51 1/2 47 1/2 x 59 1/2 47 I/2 % 71 1/2 47 1/z x 53 Vz 3 3 3 3 3 3 3 2 2 3 3 3 3 4 ' 37 WE NOT AVAILABLE IN /000 OR 1500 SERIES B INTERNATIONAL, INC. FLORIDA EXTRUDERS 2540 JEWETT LANE C011I x W ANHOR7ATWN ND. am SANFORD FLORIDA C TITLE: INSTALLATION DETAIL W/118 SCREWS OR NAILS SINGLE HUNG FIN W[NIXI4 -SERIES 1000, I500, & 2000 D DRAWN BY:BB APPROVED BYIRJA DATE:]/29/04 SCALE: NTS DWG.: FLEX0026 SHT 2.OF 2 8 WOOD SCREW INSTALLATION ANCHOR CHART I CALL WINDOW QUANTITY IN QUANIN HEAD & SILL EACHTITY JAMB SIZE SIZE UP TO 70 PSF UP TO 70 sF V. 18 1/6 X 27 5/16 2 2 13 IB 1/8 % 39 11/I6 2 3 14 is 1/a II 51 15/i6 2 3 145 18 1/8 X 57 19/32 2 3 15 18 1/0 X 64 E/t6 2 4 IS 1/8 X 73 5/I6 2 4 1H7 25 1/2 X 26 9/16 2 2 11.. 25 1/2 X 40 I5/16 2 3 25 1/2 x 33 3/16 2 3 ,1 25 1/2 X 58 13/16 2 3 1,u 25 1/2 X 65 9/16 2 —T-- IH6 '- 25 1/2 X 74 9/I6 2 4 29 1/2 % 29 7/32 29 1/2 X 29 7/32 2 2 29 1/2 X 41 19/32 29 1/2 X 41 19/32 2 3 29 1/2 X 53 27/32 29 1/2 X 53 27/32 2 3 29 1/2 X,59 15/32 29 1/2 It a9 15/32 2 3 29 1/2 % 66 7/32 29 1/2 X N7/32 2 4 29 1A X 75 7/32 29 1/2 X TO 7/32 2 4 23 5/19 Se X 42 2 3 24 x Be,e/1e M 2 3 2 x69 a/ 2 3 255 36 X 67 5/16 2 4 2e 36 X 76 5/18 2 a 41 X 31 S/32 41 % 42 IYY/]2 41 X 31 532 3 2 41 X 025/32 41 % 61 3/e 41 % 43 IV 41 x 55 25/32 41 X 61 3/8 3 3 3 3 3 3 41 % 68 5/32 41 X 68 5/32 3 4 A 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 N 17/32 47 X 44 17/32 3 3 47 x 55 25/32 47 X 56 25/32 3 3 47 X 62 3/8 47 X 82 3/e 3 3 47 X 69 5/32 47 X 69 5/32 a 4 47 X 78 5/32 47 X ]B 5/32 3 4 32 52 1/8 X 33 3 2 33 52 1/8 X 45 3/8 3 3 34 52 1/8 X S7 5/8 a 3 345 52 1/0 % 61 1/4 3 3 35 52 1/a x 70 38 52 1/8 X 79 3 4 INSTALLATION ANCHOR CHART NOTES: I. Window sizes shown ore for Commodity Size Windows. 2. Modular Size Windows w•@ use the anchor quantities shown for the next larger sized Commodity Window. 7. Mchor spacing requirements o Commodity and d p ants for Com od a Modular Size Windows 9 9 Y shown on this sheet. 4. Dimensions given are for hall radius Geed unite, lull radius w91 be shorter. LI I FULL RADIUS SHOWN ANCkOi SPACING EQUALLY SPACE (SEE BELOW) ANCHORS (TYP.) MIGHT GHT T_ IN / ANCHOR J� - 16 _ MX. SPACING �I (TYP.) _J (SEE BELOW) WINDOW 6' MAX. (TYP.) WIDTH SH HALF RADIUS SHOWN, RH OPPOSITE WINDOW HEIGHT A— ANCHOR 7 SPACING EQUALLY SPACE (SEE BELOW ANCHORS (TYP.) ANCHOR I IIY�- 16' MAX, SPACING +{ I ' (TA - (SEE BELOW) I I � g• NA7G (TYP) ELEVATION VIEWED FROM EXTERIOR HEAR. SILL L JAMB ANCHOR SPACING (TO 70 PSF. DR-i WOOD SCREW, 24' O.C. MAX, (TYP.) -------------- NAIL, 7' D.C. MAX FOR JAMES AND 10' O.C. MAX. FOR HEAD L SILL Spacing applicable to Commodity Sizes shown In anchor chart and Modular Sizes. IMPORTANT INFORMATION & GENERAL NOTES (cont) ANCHOR INSTALLATION INSTRUCTIONS (cont) 88 WOOD SCREWS, 16) SEE THIS SHEET FOR #8 WOOD SCREW INSTALLATION ANCHOR CHART. 17) 88 WOOD SCREW MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1' 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 HF4D, S&L AND JAMBS. AND b) EVENLY SPACED hETWEEN CORNER ANCHORS SIT NOT EXCEEDING 24" O.C. SPACING IN HEAD, SILL AND JAMBS. NAILS: 19) NAILS SHALL MEET THE FOLLOWING REQUIREMENTS: a) OJIr DIAMETER OR GREATER, b) SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 17/8" INTO THE TWO BY WOOD BUCK OR BUILD -DOWN STRUCTURAL FRAMING C0AIFONENT(GENERALLY, NAIL 2 31W LENGTH OR GREATER SMALL MEET THIS REQUIREMENT), 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 NAILS MEETING THESE REQUIREMENTS ARE (BUT NOT UNITED TO) THE FOLLOWING: a) PASLODE DEFORMED SHANK NAIL, NO.4n4947, K 4537, 650111 AND 650148.. b) OURO-FAST DEFORMED SWANK NAIL N0. 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" O.C. SPACING FOR THE )AMES AND ID' O.L. SPACING FOR THE HEAD AND SILL DESIGN PRESSURE RATING & FBC REQUIREMENTS Z2) 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 E1300 GLASS CHARTS. 25) COMPUES WITH CHAPTER 17 SECTIONS IM7.4.4.1 FOR ANCHORING REQUIREMENTS AND 1707.4.4.3 FOR WORD OR APPROVED FRAMING MEMBERS, MARCH 1, 2002. INTERNATIONAL, INC. FLORIDA EXTRUDERS 2540 JEWETT LANE CDTr9 W OF AIImq,RAT1aN Ne. 9235 SANFORD FLORIDA TITLE; INSTALLATION DETAIL W/kB SCREWS OR NAILS SINGLE HUNG RADIUS HEAD FIN - SERIES 1000, 1500, L 2000 )RAWN BY: RJA I APPROVED BY: RJA 3ATE:7/29/04 SCALE: N. T. S. DWG.:FLEX0041 SHEET 2 OF 2 FILE COPY 07c4 -no'70 REVISION 5 E--T- I o F 02 0' As A4 V 1jPI9 O a less 3� SHEET: 1 of 3 00 V a m 1' MIN. EMBEDMENT cw-00 SCREb, SHEATHING BY 13THERS. PERIMETER I BY OTHERS (Note 2.0 L JLK BEHIND FIN BUILD DOWN SHIM AS REWIL BY OTHERS (Note 4.1a and T) Q i SHIM AS � REO'D. (Note I.b) EL/4' MAX. SHIM SPACE FRAME PERIMETER ` 2 HEIGHT CAULK (F.H) BY OTHERS SHIM AS (Note 2.n RFA'0. L 2.c,N) (Nate 1.b 1/4' MAX. fi 9 SHIM SPAC TWO BY FRAMING BY OTHERS (Note 4.b And T) CAULK BEHIND FIN (Note 2.a a 2.c.lh BY OTERi FRAME WIHTH PERIMETER L LK BUCK WIDTH BY OTHERS (F.W. S H.WJ (Nate 2.n 6 c,ll SECTION B-B EMBE (WOOD 11 t015) See chman l Nor.. Drawing FLEX20400. great 1 8 2. - (A)MU.,umeBad.. mo00esigne, Fixed Aluminum Window ld shown. Also appllwbte to Sao.$1750 82000 Designer Fixed 1/4' MAX, AWminum Windows. (a)Orewing appfcabl. to Nan-tmpad Resislenle4�ed windows. EXTERIOR FINIS HIM SPACE BY OTHERS (C) Production Glazing may differ from that tasted q'a allowed by ANSBAAMAINW WDA I0M.5 2 • e7 ar IOVLS.2 MAPS and appNceble BuNMmg Code. Bee Nole 12 and 13 on Chewing FLEX 9 B TWD BY FRAMING 20100 for further details. (DI For Peeltumr Spa.Mgsee Note, (L) and an$has[ 2 of lhls BY OTHERS (Note 4.1a and T) drawing. See NOW IN) regarding devlallona. SHEATHING (E) Wood screw and veil withdrawal veWes used 1. generate the BY OTHERS CAULK BEHIND FIN faslenrg requirements are based on Southern Pine with a SpedBo (Note 2.a L 2.cN) Gravity oro.55. See Note IN) regarding deviations. 1' MIN. EMBEDMENT (F) Wood or lapping screw edge distance measured from edge of. (WODD SCREW) wood to centerline of wood at lapping screw musk meet or exceed i'. Mlnknum size and embedment per Parts list See Note (H) regarding. SECTION Az LIST davMNona. (G)Nall edge distance measured from edge of wood to cenlelflne of PARTS nail must meat or exceed Blie" ar 6 Braes Shank Diameter, whichever 1 Heetl • FlnFrame larger. Minimum size and embedment per Paris List See Note (H) 2 SilHa • Fln Frame regarding d. 3 Jemb-Fan Frame deviation lassthan lheminimum requirements stated must be d 4 Not Usad by Men Pppmvedby themoularmrerarenatneeredby'odor approved 5 Nol Used Codign es ma applicable Building Code erld Product 6 Glazing Bead - Rigid Vinyl ppManooManwwllh odudA Duel. Pr PW NOW B end C I zl -BeeN ^ 7 Glazing () () B #B Wood or Topping screw with a minimum embedment of i' Into the structural required) will be 3/18'In sud Deal he fiama Dee ore 1 All field r Ile holes In q 1 pplied v diameter IarYla woad strove or the shank dlameler or the Trail wood substrate. Sea Note (K) end Detail A on ihla drawing and thole 4.b 8 8 on rounded up to the next standard designation ddll bit size. Drawing FLEX20100. (J) Wood Screws and Hells SHALL NOT be mixed W fasten the some 9 Round Head Deformed Shank Nall with minimum 0.113"dlameler(I I GA) and assembly, minimum embedment of Willa into the slmchral wood aubsir a. See NOW IN) and Delell A. Ihls drewing and Notes 4.b 8 Ban Coming FLEX20100. 1000 S.H. I X 2 X lie logo S.H JAMB (TYP.I TUBE MULLION JAMB (TYP.) !NB X 1/2 SELF TAPPING SMS __jLSEALANT BETWEEN WINDOW FRANC L MLL10N VBB X 1-1/2 SELF TAPPING SHE SECTION A -A (11 1 X27/16X1/a 1 [ads S.H. TUBE MULLION JANI JAMB (TYP.) N8 X 112 SELF TAPPING SMS WINDOWFRAMEEEN L MULLION Me X 1-1/2 SELF TAPPING SMS SECTION A -A (3) 1 X 4 X I/6 TUBE MULLION 1000 S.M. JAMB (TYP.) NB X 1/2 SELF TAPPING SMS V- SEALANT BETWEEN WINDOW FRAME L MILLION xe X 1-1/2 SELF TAPPING SHE SECTION A -A (5) 1 X2X3/8 TUBE MILLION L08 X 1/2 SELF 1 1/8' HIM, TAPPING SMS EMBEDMENT 2X 4 x3/8 TUBE MILLION 'L-- Na X 1-1/2 SELF TAPPING SMS SECTION A -A (2) logo s.H 1 X 2 7/16 X 3/0 JAND '(TIP.) TUBE MULLION NA e X 1/2 SELF TAPPING SMS AB X 1-1/2 SEALANT BETWEEN TAPPING SMS WINDOW FRAME L MILLION - TAX 1-1/2 SELF TAPPING SHS SECTION A -A (4) I X 4 x 3/8 / TUBE MULLION N1__- SEALANT BETWEEN WINDOW FRAME L MLLI@ -me X 1-1/2 SELF TAPPING SMS SECTION A -A (61 u aC4F" ya!� w2A� v • � 6 FRAME HEIGHT or14 E�c ME A--� EXTERIOR ELEVATION DISCLAIMER: Txe ry,pxN Mk F¢Waniond." eMPm-a@ Me.n.NidmW. nxa w h. x[.d wewd, mnpl[a sea ".0 ,q wm,e stoma A[I.a.. (m oma.rx,mm n[•0 [. rorxmxN maaaemeudrepreIDxe sp�nmtm mete"e,traum noaln ,egitrm trruuzoor florae rammDeA,(ran, scram om.4.a, Mc-addh0, swim n lass xWA6131.1 . AGxeio.Aaadm Wm"e -oft a wnm[d,w laparsesa ede, ax wnvahim . a wunnw etl,v w:[m'1 wmam. Centerline OF Fastener I Attachment Fin Wood Screw or Wo NOII Head moat be In null canlaet with Altafin. Centerline 0f fast§nee dh.11 ail be be appmxlmataly, 9/32" from edge of Attachment Fin. DETAIL A TWO BY WOOD BUCK BY OTHERS Min. Roberti. FLUce 3 Drawing No. FLEX28120 I Sheet 1 of 2 DETAILC SHEATHING INSTALLATION HLLLION -� U AP DETAIL sal pm v111 CI ne61 [ccepl AAs .1, e she 04104 0 o X "• • ••.- MULLION BS (TYPJ ` RETAIL 9 ELEVATIO O VIEWED FROM EXTERIOR INTERNATIONAL. INC:' FLORIDA EXTRUDERS 2540 JEWETT LANE e Pmml jai: BOO SANFORD FLORIDA girl"` TITLE:SER. 1000/1500 FIN SHEET L OF 2 - VERTICAL MULLION SECTIONS 2sB5 SEE OTHER SIDE (SHEET 2 OF 2) FOR v T e ` DESIGN PRESSURE CAPACITIES "_�` ,& DRAWN eY:M$H APPROVED BY: WAB 8 SEU T he X lie SELF TAPPING SMS SEALANT BETWEEN WINDOW FLANGES L MULLION A 7 �� II%:III!'"II IxSTALLATiON ANCHOR NB vOpO SCREW (TYPJ EXTERNAL MULLION INSTALLATION CLIP APPLIES TO HEAD @SILL WHERE 1' % 4" & 2" % 4' TUBE MULLIONS ARE USED PLIES TO HEAD &SILL WHERE 1" % 2" 1" X 2 7/16' TUBE MULLIONS ARE USED INSTALLATION ANCHOR pa V000 SCREW . B (tYP.1 IlemWle rasa mere p ,e t �e SILL CLIP e a e able ld me aW^on EBp C. b EMBEDMENT SIFAINIAG woo rAaxlxe AUXILIARY NARY PLATE fFQt ADDITIONAL ANCHORS. WHEN REQUIRED) FASTENER INSTALLATION INSTRUCTIONS - FLEX28120 (P) Spacing of nails shall be (continued): evenly spaced between comer fasteners but not exceeding the o.c. spacing In head, sill and jambs for #8 W000 SCREWS: the following configurations at design pressures to 45 PSF: o eyebrow 12" o.c. spacing K #8 Wood Screw must be of sufficient length to achieve minimum embedment of L" Into the two by wood o half -eyebrow it-IZ' C. spacing ( ) o con B" D.C.ospacing framing or the build -dawn fiaming component o half -fan B° o.c spacing (L) #8 Wood Screw spacing shall be as follows: o full-clyde 14'. D.C. spacing . 6° maximum from each corner of head, sill orjambs, and o half-cirde II' D.C. spacing . evenly spaced between comer fasteners but not exceeding 24" D.C. spacing in head, sill or jambs for the o half -circle arch 12' o.C. spacing following canfigunkllore at design pressures b 7o PSF. o quarter -circle B" D.C. spacing o eyebrow o quarter -circle arch W o.c spacing 0 half- circle arch o oval 24" c.c. spacing o half -eyebrow o octagon 14" o.c, spacing 0 notation o pentoid 12" D.C. spacing a fan o Mangle 12" D.C. spacing 0 penWid o trapezold 12' D.C. spacing o fuRcircle (Q) Nags shag felt be used to fasten assembly Into end grain of wood o baB-circle u triangle DESIGN PRESSURE RATING 9 FEE CODE COMPLIANCE o hapezold 0 ova evenlyspaced between comer fasteners but not exceeding 16" o.c. spacing in head, sill orjambs for the (R) Installations depicted In these Instructions acceptable for design pressures W 70 PST with fastener spades fo following mnfigureHmw at design pressures to 7o PSF: Notes (L) and (P). Design Pressures (D.P.) are positive and negative. overall window assembly design O ing con guraircte pressure may be less than 70 PSF and shall be determined In accordance with Note 13 of REX2DIOD. O quarter -uncle arch (S) Production Glazing may differ from that tested as allowed by ANSI/LAMA/NN/WDA I01f1.5, 2 - 97 or u half -fan 101A.S. 2 NAPS and applicable Building Code. See Note 12 and 13 on Drawing FLEX 20300 for further (M) Wood soews shall not be used to fasten assembly Into end grain of wood, details. (T) Structural two by wood and/or haming at the head, SIR and jambs to be securely fastened to transfer the HAILS: load to the wood structural substrate per the FBC and Die engineer of record's details as applicable. (U) See FLEX2010D, Notes SO to 15 for additional FBC Code Compliance. (N) Nails shall meet the following requirements: DA13" diameter or greater, FRAME WIDTH suRrclent length to achieve minimum embedment of 17/8" Into the two by wood or bugd-down framing (generally, nail 2 318" length or greater shall meet this requirement), and s�LY helical (screw) or annular (ring) shank style only. ANCHORS (0) Manufacturer's nails meeting these requirements are (but not limited to) the following: nP. Paslode deformed shank nall, No. 404947, 404537, 650111 and 650148. Dam -Fast deformed shank mall No. 325. Mpjp (P) Spacing of nails shall be: T / FRAME 6" from each comer of the head, sill and jambs, and I HEIGHT evenly spaced between mover fasteners but not exceedng the o.e spacing In head, sill and jambs for Lw+Lr the following configurations at design pressures 46 to 70 PSP: µCHo D "a u eyebrow 7" D.C. spacing ( P) _ a half -eyebrow 7" D.C. spacing r BILL 1 o fan 7"o.c spadng o half -fan 5"o.c. spacing o full-dcle 9° D.C. spacing I a. Lux o half-cirde 7° o.a spacing o half-cirde arch T o.c. spacing BVExLv 0 quarter -circle S" D.C. spacing SPACED b quarter-clidearch 5"o.e. spacing "HORS {iYP.1 o oval 15" o.c. spacing "o.c. spacing 0 ode on 9 0 9 EXTERIOR ELEVATION "o.c. ado XTERI told 7 9 o is spacing P o Mangle 7° o.c spacing o trapezold 7"o.espacing ANCHOR SPACING ILLUSTRATION EYEBROW ARCH DESIGNER WINDOW Drau Long P.V./DESIGNER SILL (TYPJ Me X 3/s SCLr rAPPkafi SHS I X2x i/a TUBE MUtJJQ4 vul� ) L MLLfGI :TVE3 - D �-'IP X 3/4 SELr \--100o M TAPPING SHS READ (f YA) STQNY I HEIWECN W)HULL nawEs (1) 4, A -A (11A-A (11 L uL104 IWD ➢N1DE9iG7EA 9111 (f YP.1 AS X 314 SELF TAPPING 3Hr21 % 2 7116 X 1/2 / TUBE HELLION % SCALANI NIIWETN VINIIJW FLM&ES- B HVI .101 v �--48 X 3/4 SELF \_100o SIC TAPPING SHS HEAD (TYR) 3FMLAX7 SETWEEN SECTIQN A -A (3) MINNOW 7LAN E5 L MULLIfN f INOa PV./EESITJ:EA vIN WTF 1 SELL (TYPJ L MatJ@ 7 X 4 X We TUBE HULLIF!( Io00 P.N./DESIGNER SILL (TYPJ NB X 3/-4 $Ntd fAPP!NL �.t13 E X Ila !U3E mYLLIEN `TAPPING IS X 4SAS SELF -IBA SJL MEaB (TvvJ TM U A -A (21A-A (21 -IOW P.V./BESICNER SILL ITYPJ 18 X 3/4 9FLr a TAPPING 17 1 X? 7/I6 X 3/6 r•I TUBE NULL11J4 J BBB X J14 SELT -logo SJL TAPPinG SMS HUD (TYPJ SECTION A -A -10% P.WDESIGNER SILL (TIP.) % 4 X 3Ja TUBE NJLLION cN a(aJmcar DETAII- C TVO BY 'd00D EUCk BY DTHE) IBA P.TYPJ !@M:R BILL .W0 NB X 314 3ELF TAPPING 3.43 /-2 X4 X1/W / TUBE MILLION 9As�gqe �54��§ m�n 0 al �a8tom O y b01 -g �i aa B E M.R �p z Drawn ay: MA rnwrad by: JH ing No.FLEX28120 Sheet 2 of 2 APPLIES TO HEAD & SILL WHERE t" X 4' da 2' X a" TUBE MULLIONS ARE USED INSTALLATION ANCHCEACV IYPD7 Ll T L1 I/B' NIN EHBETBIENT VNEWEO DETAIL 8 "lum6om"" )PPIES TO HOd 8 SILL ANERfa le X 2 VIC TIWE MWLkO oRulwle1. 14 pp@II» whefe yVxp4 'H4dTanlel Qp' 4 vat , AB X 3/4 SRF II is 0enp1404 "slo s TAPPING SAS eaP Oip` WOOD %1 1k�XR Is WOOD )cs['+ CC SECTION A -A (%) .1 ah.. I Ra 4hsan M GrPT �e w -1100 SH Rated[ C' 1A (LIP HEAD (TIP-1 'Mayne A. Brack. P.E. 1 I/a•KW 34a a 1" 27 _.JI �1 r]UBG[IrT Cimauml FL N711 R Lk.m. No. 32A.3 2540 JSWM LANE 3/4 SEV /szb5) 3/4 SELF TAPPING SMS LB X TRPPIf(rr INS OBO SH ?k ., S.H (TYP.) IN - 3 PEAO (7YP.I SECTION A -A (E) 03T+'•` G 7 FLORIDA EXTRUDERS SANFORD, FLORID& NATIONAL,INC, TITLE:SER. 1000/1500 FIN SHEET 1 OF 2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE <SHEET 2 OF,2) FOR DESIGN PRESSURE CAPACITIES UJ Z I I C1 SHEET: 2 of 3 Apr. 7 c:\ Y OTHERS I. DN OENERALNOTES HY OiHEPS EHBEDHENT o FRPMC WIDTH CAULK VINO WIIIEFIN I (IADDD SCREW> TWD BY WOOD IIWtBi BeaGvwml HoNa OraMnp REX90100, 8hai18 WOX SHE THI b BY OTHERS S SHEATHING (Rote 4.b) Wl019eDne 8wxe 70W Flxed AhLrrdnum iHMvx la eha)R.� d lNot► 2,4 H 2cN PM ap(AxaNe to Beene IOaeFind Aandmm'APadxm, SHIM AS REVD. IB)DrawBIPePPBFe9fexNansnOactRaebtad Qaad 4� 3� EXTERIOR - (Hole Lb) B►daa4• A FINISH IciFinaxim OlutlB me/dRarham7ut tat+ew atavee 98 g BY OTHERS by AN56•AAIAAtNYPAOA IOIR.B. 7-97vfabLS.7 NAf1 aM FASTENER V4' MAX. - eFlAwUa@uiLp Code, BaaNaH Rend lB an Dreakp SPACING SHIM SPACE FLEX 701aPlorhmhudetd6. <SEE BELOW) {0) Fw:Faslenm Specegxel7aveDan W►w m 4Hrae11 end PEATNETER N P1b IPl an SaaatAvfads dLaMny dwNae LX) TRANS / I EQUALLY SPACE IC mgamiLp �alaiana. HEIGHT FASTENERS (TYPJ BY OTHEER9 (E)Abod a<ryw mdnaq wiMnael YHuw wad M9eCaW <Note B.o Ma1aaMYr9rcglrvnanhwbaeWan9WAemPlrwBlMa 5 B.c.11l SP°dd°OmifdnSS. Sn Naa {Fill neardlnetlwlahana, Q Q IRwmdareapP(np Crap adpedrxneamamuM M1ans�9 FRANC elwBaaaa wnhNnsd Aaad ar lappnp auewmw(me9la HEIGHT - 6 BUCK NOW IH1'.Minhnunetra aNamaedmwilOs'PaRa LNL Sat (Hlra4a<dln9 d►AvAam. 'a` G. HAX. PE fF.W T I HEIGHT (all/a0 aye 5rtivw.m rasa hnm edpa at�wmb (T,�.) z (81i.1 aa,oro,aal�.mwlm»la.�a.aa�le•ana�.,mee�.-a ELEVATION Ae '" 1p"01H •Ate"^""%creme t ML MICIPEO FROM EKTEMOR g Per Pere LhL 9w Hex M}mOvmnpdavSAme. 7ub�9° PI:RLNETER INTERIOR PD ArrydMatkn axe prenlFa mxPoumratPfnmerM Haled HEAD- SILL B. .LAMB ANCHOR SPACING DISOJ34 IIF. ((''FINLSN BY CALLS / OYHERS mwl h►epPmedbfeB►nazrv(erMnraarglnaaredtrj'cUret ��be�ft (> OTHERS ! Oaagn Pia§NenY NaaaoNenatalM bn eoP&ade SQIAW WOOD SCREW - 10 70 PSF APa 24' EAC. MAX. i e.c.ID Cade and Pla" A.PRMW.------- ------ 11)AB Wemppipole/ee Yl Be hen► IX nmbed) Will yib+ NAIL - 46 PSF TO 70 PSF CLIP, 7' O.C. MAX, �.�'w,w. =+ at dxrtMerfwiBwaad e►ewea B»Mark danWardMe NAIL - TO 43 PSF APu IO' O.C. MAX, J°Ae �'Oo4 neaa atr.asaam nod Lamded np b Me rexl atanda(d daekraBar dp to uza, ID.cmNaLMa(R ar. 9 B SHIM A AEO'A Wlwaad5aeea Rli M`W D rgrv.aa mqa EXTERIOR 1/4' NX. (Note 4h) earn amrrtbl/,-�T�rt5Ladro"a°hn Ma nymiA�aea+ FINISH TWO BY WOODePe)a�neaaeiaa BY OTHERS BY OTHERS avAafp eamai roue (Note 4.h)" r i� FRAME WIDTH Min. �i M< 4 de �— flucx WIDTH Imo— SWY A"+ REO'O CAULK BETWEEN I (F.W. i B.HJ I I/a' MAX. Qlvt► LbJ TWO 3Y WOOD C4ntprUn► of �py�� WINDOW FIN ��..11 BY OTHERS Farierer w>mna,ne>•ir�a,e s SHEATHING 1811N, (tote 4.b) ar�v.a wm1uB7(� (Rote ea i 2.cID EMBEDMENT SHEATHING >� sulR:(fS SHEATHING 1W000 SCREW) 3Y OTHERS I che�'RasPii 8Y OTHERS SECTION A -A ' PARTS LIST 3 I. HIN , &Uama No. 49M 1 Ija-FlnFnma EHDEDNENT 2 .9ie •Fin fgma NICE SCREW) Fnim, 7 4 Hot ThadFI •.� Aitachnant �•``4 � .� ,' Rattlatel e Olebna -dam Hale Nato WXLYi B '..0 T Qbdnn•9ae (B)md(C) Ty...;_,:.,, CAULK BETWEEN B BBWacd aTaedm4 vnBeamlmmumemb4dnwHaf l'Inef Meebacbid WINDOW F SHEATHING Wood Somw as Nall Head must be i woad wbebne-Bea NO%(H) and OelalAmBd O►alnualdNoe 4.ba4 In full contact exh Attachment Fin. �u• on flmwlnp REX90100. (Hots 2.a PERIMETER Y ec.1D Centerflne of fastener ehail be "' .•', B ReddHe►d Oaranard m.. ••lea xithaA'Aawa lXIJrdem9WjMGW)aM CAULK LXTEAIOR FINISH apProXlmaley B/0T from edge of ML'bncmamNdmaM et l-T76iNe en aM1ud"'Auae nbolt a. So,Nvm lM and BY OTHERS SECTION B—B BY OTHERS Attttaahmanl Fln. A DraNllnq N0. PlEX27120 Gebl A as IN, drtainpend HWm4.b a 9 onDoAtgFLE:xMoo. (Note 2A s Zc.ID QUAIL Sheet 1 of 2 .agn Sep, 3' t 12' Fasten In 2 by frame with #8 or Larger screw of sufficient length for 1' minimum embedment offset 2' from 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 Installatlon. Make sure that sill Is level and ,Jambs are plumb, m 0 SHEET: 3 of w 4 N SHEET: 3 of w 4 N TINE 8 1 V000 BUCk BY OIN[RS rNUtC 6 L )1 CAULK tlET VEUI V INDOV fLAIGE- L VDUB BUCk BY OTHERS PERIMETER CAULK DY OTHERS CONCRETE DR CAULK 1E7WEEN HA50NRY OK14ING WOOD DUCK L BY OTHERS MAS'Y. aPEIING BY Ot HERS IL 1 frT1!1 11 \ Ii� E Recmmrt SI RIM AS REDID �1/J' MAX (SEE NOSES) FLANGE TYPE VIIIR(I11 FRANC HEADER GLASS WA. •• �(TYP) (SEE NOTES)) (WINDOW A HEIGHI/ (TUC CAIRA BETWEEN WINOaV IILIGI FLANGE L PRECASI SILL VA VIAHEN 114 ADHESIVE CALHH.,DN APNV'LL EDL. FLANGE TYPE PERIMETER /-vNBOV FRANC CAULK ! / SILL BY OILERS I- HII 'PRECAST SILL ° BY UIHLUS SECTION A -A W.W,-� VIEWED FROM w A A e c EXTERIOR D �/ E I( J' B B W,H. F G LH-- /f I A• ELEVATION ua, awwu ° •.e•mry w+uw•me a npw B.V. <Bu❑< vmne ME BY VMB IRIS, LLAHE Duck BY USHERS NINE 6 L ]I DHIH 1/ ' HAW, 12> RIGID V CAD (SEE HAS. fAIESI GLAZING 0CA0 (TYP.) GLASS QYPJ<SEE NOTES)� FLANGE TYPE-_�,.,�-�' W114DOV FRAME JAHN CAULK BETWEEN WINDOW FLANGE-� L WOOD DUCK Pt W,V. RY (WINDOW VUIHI Stucco BY OTHERS CONCRETE OR pp RAS014RY OPENING SECTION LHm� BY OTHERS V V'V °"°"'^"°'^^'M1b1e•" 11 2' OR ILL IMPORTANT INFORMATION W GENERAL NOTES 1a.o,u.l_ w a,y, vcaa. M.P•RvIw..A 11lw4e nobs eu pavldcd to enNle pops YWADeNDRWfblA46WWdtlA M4Asl04 ,a..,,.•, »dt.,l IP+ Pa,a.• odudf end rtwR bt lotlawnd p AAy V1141rvW4' np GENERAL INSTALLATION INSTRUCTIONS u 11 SHIM AS READ, AT EACH/ INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAIL O ALLOWABLE SHIM STACK TO BE 114', 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD 6 IAMBS. SILL MOIST BE ATTACHED TO THE SUBSTRATE WITH VLLNEM H III ADHESIVE CAULK OR APPROVED EQUAL APPLICATION OF VUKEM 116 And HSIVE CAULK OR APPROVED EQUAL AT FRAME SILL MUST COMPLY WITH SEALANT MAAPACRIAER'S RECOMMEMOAngNS. 3) USE SIIJCOHIEED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF C WINDOW FLANGE Alin TD SEAL HEADS OF INSTALATTON FASTENERS. 4) FLORIDA EXTRUDERS IBM SERIES 5IIIGIE HUNG IS SHOWN. THIS PRINT ALSO - APPLIES TO TI E FLORIDA OORUDERS 1500 AND 2004 SERIES SINGLE MUNGS. 51 WINDOW FRAME MATERIAL; ALUMINUM ALLOY 6053. I.',. ANCHOR INSTALLATION INSTRUCTIONS l'1 R.L ®OENEULI �' •' I 6) NAIL ATTACHMENT Of NON-STRUL RARAL 0140 BY BULK IS 4' FROM EACH CORNER LK BETWEEN AND B'ON CENTER. USE A HARDENED-M1NAL'WTfHADo97'DIAIETEPmin IIRA- to BUCK L J LENGTH(S/W EMBEDMENT), A HARDENED'MASONRY RAIL' WITH A 0. 14W DIAMETER EPENIIRi .TIERS AND 1 Ila' LENGTH (3/4' EMBEOMENT)OR EQHIVALENT. FOR ATFANATE SFL11[W A -BB USE A 0.11I' DIAMETER COMMON WIRE MAIL WITH A 3%4' EMBEDMENT OR COIICRC iE OR MASONRY SOMEHOWEQUNALEIN FOR MAULING )ION -STRUCTURAL ONE BY BULK IN TO A TWO BY BY OTHERS STRUCTURAL BRI❑L 7) APPLIES TO ALL HON STRUCTURAL BUCKS LESS THAN 1112' THICKNESS. nor INTENDED TO LIMIT TO NOMINAL ONE BY WOOD BUCK ONLY. BLAKS GREATER THAN 1" NO MIAL (314-THICK) AND LESS THA14 7• NOMINAL �2N4, 296. BIB WOOD NICK I I DO IW REQUIRE BY OTHERS (SEE NOTE 16 L 231 NAIL LENGTH SLIFMCIENT TO )MEET EMBEDMENT REQUIREMENTS Of NOTE 6, 0 ALL INSTALLATION ANCHORS MUST 1 H BE MADE OF CORROSIO N AESiSTANt DINE BY WOOD BUCK BY DINERS MATEOALS OR HAVE ACORROSION RESISTANT COATIfO APPIJEO SIMAALL FOR THE IOPIlO1NAl1 0407E 6, 7 and 16A1 ENVIRONMENT AID/OR FRAMING MAIEAIAL. WHERE MOTORS ARE USED IN INSTALLATION ANCHOR PRESSURE-PRESERVATIVETRATEDW000, THE WOOD SUPPLIER SMALL BE NIB WOOD SCRCV (NOTE 16 Ad PAT COUSULTEDfOR RECOMMENDATION OFANCHCNSCOMPAT46LEWRN DIE ���T�/T Cp�� PRESSURE-PRESEAVATNe TREAIHENr PROCESS USED. x'.6_'-1`OIJA-A (ALTER ATE) 9) ALL FIELD SUPPLIED HOLES IN THE fRAME (If REQUIRED) WILL BE 3/16' IN DIAMMETEP For instal ot'on with two b I I X 10 WOOD SCREWS SMALL 6 MEET ANSI .1 OIMENSIOIAL REQUIREMENTS. i With Or WHO One by wood bucks 11) IF WOOD TENDS TO SPIT, PRE -BORE HOLES ASFOLLOWS: Q88WOOD SCREW - I18 DIA. PILOt HOLE 6 610 WOOD SCREW - 9/M DIA, PILOT HOLE (NATIONAL DESIGN SPECIFICATION FOR WOW CONSTRUCTION). M p `L„ J AUJ2,. ` [ IJIJiJ'y K 4•r a „a1 H71.J2010II A5 1t'OD^• K'A [SEE SHEET 2 FOR CONTINUATION OF NOTES) REV DESCRIPTION DATE INN FLORiDA EXTRUDERSINTERNATIONA, NNE 2040 JEWE1T L;NE' curP1GLN a NRIMU" M. 62M o1NPON17 fI 0B1UA D mwEO uKlxn Lou1rv, N,,,,4 y Y,u R. „a IaNunr. uzvol RJ TITLE: INSTALLATION BETA IL SGL, HUNG FLANGE WINDOWS - SERIES 1000. 1500 L 2COO E O.FrnuLLnaLllaimnnd ""° MK10"L rAEvo+ . RJA DRAWN BY: BB APPROVED BY:RJA • DATE e29/04 SCALE: NTS DWO.: FLEKOOIG. SIFT 1 OF 2 � 014E BY WOOD STPILTURAL ewLD R.W. IMPORTANT INFORMATION BI GENERAL NOTES BUCK BY OTHERS 'OWN DY 27) (BUCK TION)I-1,4•Na1 Tlup..and '"wo in In'.. papa On Bonn d Now Euada. Mlblml po "RAW, be Ai6rW )SEC NOTE R L 91 'SEE IGIE ¢7) INSTALLATION AICHOfl ANOox[RI PL7WOCR ItYP3 3/I6, CIA. TAPPER N+at, Hit A. Adp -� (PIC BY WOOD BUCK BY bPlc,• aY OTHERS la•U•n OTHERS (SEE NOI C R L 9) SIIIH AS REO'0. ® Ab.r• 4OteAAL INStuIAnIy111IStgU[Ddls I-]YB' HIM. x.. Wy /4' MAX.CAULK DFLANGE ENUT ENI Pa V blppV FRANCA[- RIGID VINYL ESEE HOLES) p o 11 SORT AS RED IS. AT EACH INSTALLATION ANOORWOIIMDeEAAH0 SEK LAN. AIIOdLLBlE SW1 AAO in L VDU. BUCN GLAZING BEAD (IYP,) 1) USE SIUCONUED ACRAIC CAUL BEHIND WINOOIY RANGE AT HEAD L AIMS. ALL MOST BE ATTACHED TO INS TALLITHIM CN SCREW ROR DIE REM L IE WUH YUKEM 116 AOIESNE CA11 OR APPROVED 60 ALL) HIM AH (NtliE 1ST GLASS <T YPJ O EQUAL AAUCAn(W OF YIAaFli 116 //J,•� (SEE NOTES) AONESNE CAULK OR APPROVED ERA AT FRAME SILL NISI CUMLY WHO] SFAIANt MUAIFACNRFAS SIIICCU _J I RECOMPAUDAnott5 SHIN AS REO'0. BY RI ET 1A/' MAX. WINDOW TYPE s ]RUSE SWCISIAUAA❑ FASIECMALKER FOR PEOMETU SLOW AflOAG EXIEAORO WIf100WFWRGf A0905EA PERIMETER )SEC NOTES) WINODV FRAME La, HERB'SOIHSTAIAUtW FASTENERS. CAULK JAMB CAIRN D[TVEEFI Pa., 41 FLORIDA EITAUDERS IRO. SERIES SINGLE ADD S SHOWN. THIS PRINT ALSO APPtin TO ONE FLORIDA DY OTHERS PRO FLAIIGE xuaq EKI) RWEAS ISO NW am SEPIE5511RAE ILIIIf3. L VODD BURN PERIMETER :y., 6.4 S WINDOW FRAME MINIMAL! AUHIMUN ALLOY 6461. RADIUS TYPE CA0.N WINDOW FRAME W.V. BY OTI(CBS 6)NIILO DOWN AROUND ❑IRVEO PORTIOiI OF WINDOW RUdil70 BE OGIHHERW OF OTTERS WINO OCTANT RIGID VINYL FLANGE HE (VII(DOV WIDDO AMU OF SUFFIEIOD SIRENGIN IO ADEQUATELY lIWE5FE1lDAB AM WHNoOWl011i Snuct1NEpea GLAZING BEAD AUK BEIVEEN FBC, SECTIONVOlAA. VN (FYPS GLASS 111P.1 /WonI RACK I 7T WINDOW Wit CAN BE MUUU0 TOOTER UNITS USING AWIAA W4 IDBl ALUDIE An NALON (WINDOW (SEE NOTES) STUCCO MAS'Y. OPENING INSTALLATION S11FE15 FOR REQUIREMENTS. I IEIGHD OIL BY OTHERS BY OUCH% (RUCK SECTION B-B DDWREEOR ANCHIORDIFIALIATIOIIIIARUEMOHS CAULK BETWEEN WIIMUOv BCI H 1111 BY OTDPEnum HNCR$ FLANGE L PRECAST SILL GIUMIA❑ WA VULKEH 116 ARMLET ' CAULK, OR PPNV'0, EDL. 4)NAIL AnACWENt OF NON SIPUCTIIpAL ME W BUICK 151'HOM MACH tORNPA AID M ON CENTBA ISEA FLANGE TYPEIAPOfl1®TNAL'WIIIIA DA9>•DLWET[R A(Stl/B•llNGfM 5/M ETIREaNENT All1POEll®•I4ASOPpY PER INEICR WINDOW PRAIC A W.W. VIEWED FROM NALL'Wn11A0.14B'pOMnf1 AIW 11/]'LNM3I11 H1'FMRNN+fNN OR A CAULK SILL -B" 0.1 M'DIAJfOfR 00HNOf1 WINE FAIR WfR1A 1 ElIDfUIErt OA EQIINAIDllVFOR iIA LIAR W/6L WEA BY OTHERS A E EXTERIOR INRA J WS TO ALL IGN6TNIICp7Ret BU6A5 LES511UN 11/)'l1H[EFESS. NUI INEENOEO TO UNIT IO NCMHNN OR; P YODOID AUCK PAY, BIK%5 GREATER DONE V INIHIMAL (I/4' 711PUl AN) LESS DWI 2- WARM it Us - OTHERS 11+ILx) WLLl REgU1PN NAIL 1f11GiR1 SUFFlONO ID lIEET ElIBEO1ENT AFQIIwE4ER5 OF FOIE L 101 ALL It6IALAnd1 A7101OP5 MUSE BE WOE Of fMHUL1aN AND/OR KLiEp V,IS OP NLVE A mpPOS1OH aRn PELISTAO MOGA� �NTIAREfUA TIE EHVIROWEfrt ND/OR FRAMING NATEPALWIOEANOGRS PRC[n51 TILL • A. / AE USED IN PPESRIPEPPESFRVATN5 iAFAfEb MODE, OES IYpTD SURPLICE STALL tlECONSUTEO FOR BY OTHERS J -' / B I( B RL=wNN tit OF ANp40.5f WAU& WITH TIES MwSIIME PRESEAWAIWE""DieRf Pft E MD. W.H. 11 wCas SCR)SNAENfErA 1 SECTION A -A 1 nEfnAIE IF PELTHINEtlI WILL BE I/16. 11N OIAlfl EL F D TIN WORD SCREW$$IWLltEt ANSI BIMA,101lE16Td1LL REQUIRE1EN15. W.W.. w SERE -Dis TomTET,MIeORNATIONLTFOLOWS: ticAno FORW•F/B'pIA. PIIOfFKKELMIO A °I VIEWED FROM LII HALF RADIUS SHOWN. WOODSCRfW•9/6/'OA PLLDf NOE(NAnONA OESIGH SPECMGn011 FOR WOOD A- AH DPPastic EXTERIOR H ( I/11.OA,UPPlR CGMCRRl6CPlW(WOII MGM-RIRUCWpAL aNl eY WODpaUCY)I Fj -E 151 wNEEN WINOMI D INSFA1l. IN MASONRY GMNkG wund A NOIPSTPUCNAA OE RY WOOD au.I R ole oLLdd,nar, W P^WP• P u. 7L LSE A 3116' T A, TAPPER MNCAE19 SCAM O SUIFICIENI Lill 10 AC HIM HIII. EMBEDMENT OF I -I ' INTO AELEVATION 1 SmES ONE2 MRETM. 16 E S f SHIFT 1 FOP MITT n AlA aN ANO 1 TOP ARETON D DAT R I •a.. ,llnE DELIN AnONS OIUES ON „TrATI OVA) / 8 K B «w..w.•,a.,aw..» REV. WIIEAF TAPPER TEYOOETE SCREWS ARE). BE USTAllEO WHill USING THE FI(IFRIOp EIEYAnON AN W.H. nwev..a„»q axu..sa KEY. •,k P•»••w.aaon l,u LF G M,»n.,m P.AaI>»w.eh7 I Ava THEE SWET 2 R N YDIFTI3A1nO Of latest REV DESCRIPTION DATE INN ITERNATIOflAIA INC / FLORIDA EXTRUDERSROnsto D+DnI L L 9 A It/19Ya 2540 JEWE7T' I.ATlr, F'Id. ARRm IIDN 17. RJ4AIYYAM n AUDgN1A1YlN W. Pill FONU.FLaROA._. I +.n w...,.•,ua..ro4•° y3 B ROAD)Nm/apwow TITLE: INSTALL DETAIL SINGE FBA44 RADIUS HCAU BAN ' ,BJL AF aBB{ RLUI[D p@AFPCTS NO FULL RAIIUI SHtivp a. l ,1,aP . ,. LLUSIMIIeIM IW NaIE FLANGE V/FRAHE BUILD DOWN - SERIES )ODD I500 L 2000 A ELEVATION K x AIDED 16. RJ ] A'°'+a. E`Y D AOOEo ms[WUER AW 7/29m4 DRAWN OY: JBH APPROVED BY: RJA iWeHTu¢uoHiS nou O DATE:7/29/04 SCARE: TITS DWO.:FLERO040 SHEET 1 DF 2 TAPPER LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAM SIZE SIZE 3" TO 401 1Nr 10 UIPSf 3WP we 46. _ 41r To 7OP 12 is its a 3S a B FA f.0 13 10 1/0 ■ 37 3/6 B B F.G F,0 14 is 1/a 1 is 5/4 a B F.0 F.a 145 Mt1/6 1 Is 1/4 B B F.G F.0 "11/4 1 at B a F,O fA i5 6 Is 1/8 A 71 B B F.0 FAH,1 e114t 43 GJK it-7 Ila 25 113 a 25 a B 1143 25 I/2 1 1) 1/0 G B F,G F,G 1144 25 Hit K 40 5/6 B a F,G FARM THIS l6 1/3 N 55 1/4 8 a F,0 FAIL[ I115 25 t/I 1 e2 8 0 F,G F.OALI ilia 26 111 1 71 B B F,G F.G,H,4 1117 25 1/2 a as a A 4'T FGJK Ifif- JG 1/2 9 26 A 1/2 ■ 3B ]/ 24 1/2 1 13 AD 1/2 K E 3/8 B B B F,,4G F,G 1/2 1 50 A/I 21 1/2 K U 0/5 8 B F.o FGHI 1/2 1 59 1/1 19 1/2 1 55 1/4 B B F,G F,0,14.1 50 1/1 1 O F9 1/3 1 6) B 8 F.G F,C,H,1 a0 1/1 1 72 21 1/3 1 71 B B FAKE FAIIII 22 Y , B 0 G ,C Fc,JK F.G`' 13 Id . 31 sit B B F,G f,0 21 11 . 44 5A B B 60 F.GAU I45 11 . ee I/1 B B F,e FAILI 25 34 1 61 B B F,G,H,I F.G.M.1 26 35 . 11 D B F.G.11,1 O,E.FC,11.1 30 ) MILK an . S 42 . 3d 3/0 D . 11 All,8 0 FA F.GN,1 11 • W 6Y6 41 . 49 5/6 B B F,G FAI1,1 12.56 114 /1 . 151/1 B B F,GHA FANJ 42 , 63 41 A fit B B F,G.11.1 D,EF,GII,I /2 A 72 /1 . 11 B 8 FAIH,i O,E/G,IJ O ILIN /a a 2 a /7 1 25 B AC F. O c 0• 1a 1a O.3] Ie B A C f. 0 FGHI 1e • so 1/1 41 . 13 B A,C f.G,11.1 u . 56 1/1 6/4 0 . 53 Ip B A.0 4 LOH,1 f,GH,I 16 . 63 47 . 62 8 A,C iG.IU D,E,f G,HJ 16. 71 e 47 . 71 B A.0 f.D.i1J F,G J. O,EF,G.HJ gEF,G,I11,J,N 1 e F G- 33 52 1/6 II 17 3/3 B A,C F,G ]/ 11 10 1 45 S a / / B AC ON F.. F DI11 315 5 1e15s14 3 / / 8 AC 11 4IT FG.1 DEfGHI 35 521/61 61 B A,C FGHI D EFCH.I 36 51 1/e K 71 B AC FA114 D Ef G 41.1 • 51.1/A 161 -0AC __. __.fG,JR OE.F G.N,IJN 31 NIL NOT AVAILABLE W TOM OR INTO SERIES _ ANCHOR LOCATION CHART SEE NOTES BELOW CALL BUCK (M''P°u N 1.Ae laamr r for SIZE SIZE 1o.r to 4a.P a,O To Tax 1aA to 4W 4 ,To 70r 17 . A 'U A,C AC i.0 3 1L 1/8 v is 13/1 s /9 title A,C A.0 T.G KIT f.0 I/ G 1/A A Si Hs/I A,C A,C F.G F,G 15 Is 1:/ E S/ A,C A.0 1'G f,0 aj 15 Di 1/A 1 al 5/le A,C A,C F,G FG 16 to I/B l 11 6/1e 5 A,C AC fG (°) Hj F,G,HJ Ilia 25 1/1 2 ie B/is A,C A,C F,G To NN a H/) A 0 fi/d AC A.0 FIT To 25 1//] a 6) 3/1e A,C A.0 I fG.H.I THIS 25 I/a K A IS/ A,C AC EG F,O,H,I HIS 1 1 5 /Z 1 14 t/I1 A,C A,C FA i3OAll Ilre 75 1/2 1 H 1/Id A,C A,C F,G i,G,HI 30 1,"1 1 30 7/31 3s 1/2 1 71 7/32 A,C A,G FA FA 30 y 1 ] N 44 1A/1 21 1/2 R 11 11/1 AC AC F G FG 30 1/1 K 5/ as 1/2 K S1 II/1 A,C A,C FA PART 30 1/2 1 40 15/] 2/ I1/ Y 31 IS/3 A.0 AC FA PART 30 1 at 1/31 19 1/2 1 N 7/32 A,C AC F, (I 1/2 7/32 30 1/1 N 76 1/31 11 1/I K 15 7137 AC A,C F,G,H,1 .Hj f,QHJ (D) 22 36 A 30 5/16 ASC AB.0 F.G F,G 23 31 . 41 II/I. A, B.0 AAC P.0 F.0 tt ) 24 31. 54 I3/U ABC AB,C f.G F.D.H,I 245 31 . W 1/16 A.B,C AA.0 F,0 (a) FG,N.1 1S 38 . 67 5/16 A,B.0 AB.0 FGHI F.00 (6) 25 3a . 76 5/16 A,B.0 A,a.0 FG.H3 D•E,i,a,HJ 42 , 37 5/32 41 . 31 6/32 A,B.0 A,B,C FA F,0 42 . 14 i 3 I / 1 li 3 41 . U / 1 A,B.0 A,BC fG F,GH4 41 . M 13/31 41 . a5 13A31 A,BA A,B.0 F.CjU 41 . n 3/a • at I/e A, B,C A.B.L G. fG.HJ F,C,IU 41 . 04 5/32 41 41 . ea 5/I1 A,B.0 AB.0 F.a H,1 tsE.f,D•IU 41 • 7N 5/31 41 . ]] S/31 A. AAG F,GJLI O,E.f.G.H.1 46 1 33 5/32 47 . 32 6/32 A,B.0 A,B,C F.G F,0 0 . 0 n 33 U 4 1 I 13 A.B.0 AB.0 f F,GH3 46. 7 e I!/li O . ee 35 L / A.B.0 A B.0 i0 a eHl F. . . 11 . 11 aidSi 41 . 1/0 ABC AB,C F.G .H,1 FG,HA /6 , 70 5/32 i . a4 1/32 A.B.0 AB.0 F,G11J rl GEEn, .l 46 , 19 5/17 47 O . 76 5/32 AS.0 AB.0 F,G,tIJ .E.FQIH,1 I. I2 51 1/11 ]3 A, A.0 AD Ea Fo 33 a1 1. 1 45 3. A C ABC F.0 31 s 1 a 16756 7 / / A .B.0 A,B, C F.GN,I fG,HA 1,E.F.0,H.i 345 !l 1/a K U ABC AJ).0 FG,HJ OE•F.o,HJ 3s a 32 1/t A la A,B.0 A.B.0 F.oUI D.1,1 36 52 Ip 1 79 A.B,C Ae.0 F.C,H,1 (c ARCHON LOCATION CHEW (DIES: I. LOW[.., In READ Ip 010 Wood San. W. III Pdwd two by .aad bu.k ar 'an. by .Dad bail/11.udWd wad-dr.n. 2. lx.don. In .PHB for 3/16' TAPPER Concnt. S ... NW non-Pkudad Dock A 46....I. in, Aa.onry. 3. Locollen, A IAMB lO #10 Wood San. Join It.tur.i'l.r by' bock WHOP Indicated by (a). (b) ar (c) abm., G&RUIn41 010 Wood Scup, ,hap b4 add.d al In. 1a4a.w9 m<aL4.M. (a Do. addlllonol ..h. I.,dr.d in .och Iam a1 Io,aUan. 'N' and T. (b) On, oddillonal oncno, requksd In inch )am0 al Iocollom '0' and 'E'. or (c) One additional anchr.quk4d Insoch at IacoUpw 'J' and TC. 4. On"in.1 .. III,.. or. for hdl udio. hind Unl 1, 1,41 rrdlu..91 be dw,l.r, IMPORTANT INFORMATION A, GENERAL NOTES I ... L) ❑ A ANCHOR INSTALLATION 1fISfPIETI011 Ilmll 1/16• olA. TAPMR CONCRET! SCREW IWriud NON ST IUCDUUL ONE 0Y WOOD BUCKH 121 WHERE WINDOW is INSTAIIED fit MASOURY OPENING WON A NO SIBUCTUVI. ONE BY W000 BUCK (1101E IT, USE A VIV BE, TAPPER CONCRETE SCREW OF SuFFlCFt+r SITE TO ACHIEVE MIN. E10EWW OF LUC INTO MASONRY OR CONCRETE Ill SEE UPS SIffT FDA IAPPO INSTALLATION MOOR LOCAUO4 C WIT. POOL, DESWUnotei ON THE TAPPEA LOCATION OVA7INDICATE wHime TAPPER CONCRETE SCREWS ARE TO BE IRSIALLEO MOO USING THE EalmiciA L.EVAFCN AS A KEY. 14) TOM (AWLI CONCRELR SEEM HWIWALTIATED IN POWOO 145HAING, Ric. WILL BE ONTO. JAPEON toy JUDY IDTROI V41 OR TURN (Try SIMP5(115DIONG•itE) CAN BE SUBSTITUTE) WRIT DIE FOUDWiWI UMNATICIG FOR DIE SINGLE TAG witNOW SIZES 11116 Old .OIL AND (1) ]O III A BE; 1) UNIT 10 65 PSF, UR b) IN51ALL Me ACDIn(RIAL FASIUIER IN EACH IAMB OVER CART REQUIREMENTS AT LOCATIONS N AND 1. IS) ALL REMAINING FACTORY APPLIED INSTALLATION FLSIENER IriiS NOT USED FOR IAPPEA COICRGE 5'CIEW UbfAlAUON SIOUIT BE FRO® WON AA WOOD SCREWS Of SUFFICIENT EDT. TO PROVIDE Hill. S/e It. DOOR MIT IN to wow &)IX VIEWED FROM 910 WOOD SCABUT (WITH STRUCnURAL TWO BY WOOD MICE AND OPTIONAL ONE AV WOOD SUCH • SECTION A•A ALTERNATE ILLUSTRATES EXTERIOR THIS OPTION, SIMILAR TOR SECTION B-Bp (ANCHOR LOCATIONS) 161 WHERE WINDOW 15 INSTALLED IN MASONRY OPENING WPM A STRUCIIAAL TWO RV WOOD BLOW, Use P lO WOOD SCRNVSIAISI BIIE'll OF SUFICNHT IEJGTFI IO W.W. u AO LYE H1 P MIN EN ERNE MO I rrt I TIE IIYO BY w(San BUCK. IRA IF 1 TWO BY L ONE B! WOOD BLOCK AR IbEN NA7 1 E SEE SfLf70N A�A HTFP 1 F. A B a to ADI N9 .1C11NN. MI 6101YO IT HE by SOR1I UNDER to It DO FBO OMALEX INTO TIE SECURED HE Two LYel RE USED AND UEdE BY WOOD A 7. W111 RE SENPED 10 THE TWO6Y Y4000 O E 0WlDWO SCREW S ALL HE AL 7. t]1110 WOOD SCREWS SOW. E! INSTALED At AI{ fA[TOtY APPLIED BISTAW ntW / 14)WOWPOLL SSMALLYa le) WOOD SCREWS SMALL TOT BE USED 70 FLITCH ASSEAIY IfRO DE DO CVAIII OF / -K woa0 W,H, F D DE51C'FAMOUS RATING a FIC REQUIREMENTS 19 IFEYA[1 f I Milo" UIT Steal OR TRUST DIRT E,Polt OUCTVRK / TFO EUOt 04s1AUAn(Sx 1 DEI ! / >SE A H❑1 MA Ory USIFD FOR IEIfT LARGER ATE, f00. TIE A01 U( ATEA IONSD DEPICTED INREQ'D. 70 IN ALA A R THE Wit KG I S S N) 2low9 H I 1 f0 N R E1115TWCIOIS ACIPIA9E Fo110E51G PR rD 70 PSF f4]R THE Wit KNEW RUNS O U.. SHOWN W 1 SHOWN IN 11E t1Rn DEIGN PRFss1AE5 1 If 1 1 L ARE LMIT USnEAID REWfNE 221 CLA59 UES WinI F WY VARY PTA OE LE 1,15 IR A4.O R AN Elm, 4 RSS UIREA ELEVATIONTIBIA 4.1 FOR MASONRY, 1OOH@ETE'ON 01� 5@UCIMA /UNVRAO�ItGA P�TU A4.1I5, FOR WOOD OR APPROV It FACIAAAT TOMMARCHINN, 7W1. I' TWO 01WOODSLICK AIIELOAtoFRAMINGa ADZE Y, INN)NONIBS TO OR 011E SECURITY T SUBSTRATl01RFEE THE SETIOIDAOA TIE MASONRY, COIEA Of RECORDS STARILL E SUOARAIF PER NBC, SECIOI 1707.1.9.7 AD ItE EGIIEPA Of pECORp5 pETAIIS T'. m3mmAnun Aln mL FLORIDA EXT,.UDERS 2040 JEWETT LANE cow.ri at Aunnuunow no, 341 SANFORD. FLORIDA tTU: INSTALLATION DETAIL SEE. HUNG FLANGE WINDOWS - SERIES 1000 , 1500 L Ho00 )HAWN BY:RJA APPROVED BY:RJA )ATE:7/29/04 SCALE: 1'IT$ DWG.fLEN0016, S111 2 OF 2 W.W.---�{ IMPORTANT INFORMATION 6 GENERAL NOTES (mnL) g CI A A CDR VISTA LAnOH INSIA O ( ,1 E !/]A' D/A. TAP PER CONCRETE! 8GAlW (WITH NON-SIRUCNML ONE RY W(S(S0 RUo) (cont.), D 17) TAPPER (AWL) CONCRETE SCREW MANUFACTURED BY POWERS FASTENING, INC Wilt BE DNSED. / TAPC(by ELM TEXTRON INC.)INC)iG TOM Toy STROG.IIE) CAN BE SU=OUTIED WHIN THE J K SfOLLOWn1G OHrIATIC1IS WR ulE SINGLE IWG WINDOW CNL W'H' IZE IS: 6) UNIT TO 6S PSF, OR LH C bl IfISfALI ONE A101nONAL FASTENER IN EACH SAME OVER CIAAT REQUIREPOITS AT LOCATIONS It MID I.MA / 10) ALL REINING FACTORY APPLIED INSTALLATION A STEf1ER DOM NOT LBO FOR TAPPER CONCRETE SCREW INSTALLATION SHOULD ON FILLED WITH Fe WOOD SCREWS OFSOMITCIENf LO L 10 I PROVIDE Mitt Ire IN. EMBEDMENT Ito WOOD BUCK. LII HALF RADIUS SHOWN. Bto WOOD SCREW(W1TH 6TRUCTUAAL TWO BY WOOD BUCK RADNEAYWOOD Bit OPPOSITE BUD(/STRUCTURAL BUILD -DOWN), W,W 191 WHERE M14OLY! IS INSTALLED II MASONRY OPENING WITH A STRIICIUAI A (3 C TWO BY WOODS OR OAL re BY WOOD DUCK/STRUCTURMI D-DOWH LGE 6 to WOOD DOWNS (ANSI B1A.6.1)OF SUFFICIEfif LENGTH TO AC Reje 1.31B'MIN. EIBUF T INTO THE TWD BY WOOD SILO( OR NNE STRUCTURAL eU1LD-DOWN FRM•104 0314POIANO, D E G) SEE SHEET 1 FOR 1145fALLATIMI ANCHOR LOCATION COAST. LETTER DEsiGOTIO45 oil THE U CAnOU CHAIN INDICATE WHERE 010 WOOD SCREWS ARE 10 N INSTALLED MAN USING THE / EXTERIOR ELEVATION AS A KEY. ALSO Me-AHGIOA LOCATION almur Not EV, NOTE 3, FOR WINDOW 5120 REQULRINa A sonnOMAE ANCHORS AND LOCATIOS. W li J K 21) 410 WOO) SCREWS SMALL NOT BE USED 70 FASTER ASSEMBLY INTO 711E END FdWN OF WODO. 231 ALL REMAINING FACTORY APPLIED INSIAUA DON FASTENER HOLES NOT USED FOR R 10 WOOL F G SCREW INSTALAnOH SHOULD BE FILLED WOI 06 WOOD WAEWS OF suancleir LOT, TO PROVIDE Nltl. $16IN. EMBEDMENT INTO WOOD BUD: DESIGN PRESSURE RATING A NBC REQUIREMENTS H LI E EXACT WINDOW SI 1 29 S f10T OSfEO IN ANQIOR t(Sunpx CHART, L6C ANCRIR ODANn7Y LISTED MR FULL RADIUS SHOWN 241 narNLA�LARGER NZA, FOR Tile P I DENT CIEDI ILikSitill NUCTI SACCEP]ANEFOIOES{OIFRES UT070PSP fall THE WINDOW SIZES S.WIT IN THE OURT. DESIGN PRESSURES (D.P.) SAND OWN ARE POS IVE A ELEVATION NEGATIVE. 25 GLASS THICKNESS 1 FAY VARY PER THE REQUIREMENTS O SASIH ell00 GLASS. WITS. 26 COMPLIES WITH [IIAP 1 TEP 175ECIlOfNL pO]A.4.If00. ANCIDAtGR IgEABA5 I7u)A.0 FOR VIEWED FROM E3U EXTERIOR MIOY,IEERS,EOCH!1.OTHER STRUCTURAL SUBSIDIES AO 17a7.M.lf FOR WOOD OR APPROVED FUMING VIEWERS, LDROI L ]001. 37) CONCRETE MOTHER EDITSTRUCI AT DIE M R BE DESIGN 10 TRMISFEA TIE LOAD TO DE MASONRY, CONCRETE FJR OTHER PHOER PER LUtlSTUiE PER F6C, 5EC1DN NE ENGINEER 10 THE wOOp OQ APPROVED FRAMING MEMBERS PER fBC, SECTION 1707.A.1.L,N0l1E lNGIIAFII O RECOR05 DETAis REVISION NM ®,. saw ■aft` vvr S -r a a IF AtV) lJi Q O HI Q Y[ Y do J SHEET: 1 of 3 CAMK BETWEEN WOOD BUCK I, fMUE MDIH FRANC "of A NAS0I WY OPENING A E CNAK BETWEEN SUCH 0Y OTHERS A R !LANE, L V(GO plJ[N qJo 1e Zero L 2hB1 C (Nob Zero L 2bL1 ,(yr DINE BY VG00 9 OULK O7HFNS ! No 1. DY 4.0 ontl U / (TI]H COIICPEIE DR 5P Y DPEIeHO DE / IE1G111 q e BY ❑IIIEIIS (Hot. V I fllolr NI ell 1FINISH 8 0 B Qp y •S 1I1 GP FINISH X19 BY 01 LISTENS -Y` rf' �_1/TI' "III. ,,,at. R.. L 2uID \ Q B EMBEDMENT 8 \+ J- A EXTERIOR ELEVATION A flq BUCK WIDTH 1/4 `lI SNIII 5PACE CHOCO Hilt „ 6 CNpED1ENT LY f8(.f PERIMETER CAULK v 1//' NAK. -�- 7p, OY OTHERS s111H AS KEO D SHIN SPACE ME UC BY OTI R BUCK BY OTHERS (j y 8itl8 fHo lu 2,0 l 2bID lHo to 1,.1 (SHIR"aid A1' REO'O (No to 4a ..REAST ,Et "EIGHT © (Nate La) O NEIGNi 9 fEHJ O B BUCK �) IBIGHIt pGENERAL NOTES H) 11 to /01 ee.Oeneul Non. Uuwmp FEEXOOIOO, SMa T CAULK BETWEEN O0 © SHIN AS PEO'0. 1 e p. won BUCK L (Not. Lw JAI Aab.lm. Bond. IOW Oe4yGW Flood Al.". y NAS'Y OPENING PERIMETER CAUL WYWaw lulmwn. Alm .ppYraWeb DeN. INuand L' BY (RIVERS U BY UTI IN 1000 UaUyn.+ Fued AxnIA. WHO.. 4bt, 2a L 2bD llloly 2.o L 2bY1 IeI DGawmp.pVlm•LWuflotrlmpAN fl..Nua glum PERIMETER CAULK W1.l.w., BY OTTERS CAULK BETWEEN A^ EXTERIOR FINISH (of PIWucJim Gle+bp nyy duel Yanl ntl ywdy Olaf. 2a L ZUA) WINDOW FLANGE By OTHERS .rm.J by NJSMAMAIN AYMA IIHAA. 2-97W 1110121 WOBO 8Uo( 1/4' NAK, ILIL.B.SIUfB and.Flaw.. Bourn cme.Bn ENIENIDN iI111SN ORJCREFE qro!• Qa L 2Ja11 Y OR KASOURY SIIW SPACE HbIA IN.ne Ra.Dnwmp FLEX mIW Ia NPhN BY OTHERS OPENING 1' CAULK BEIVEEI WINDOW FLANGE 4 Q dnOW. -..-. FRAME WIDTH BY 011IRS IF,VJ O.tN I1N L WOOD LUCK f11aV E. L 2.hJ0 � 10.1fuHamua..RU ("I1.0Ueemdmum.. mpd.whp.Bm Na. IIII reOntllM'tl.Nabn,. SECTION B-B e F"1"IRS own,pW 16) Can.O. W...Jpe 6.1.nc. nn.mdid A .ado. PARTS LIST n•dWpM iQ I-1/4'NIH. Eu0EtimENI Of mmsld'DA'.'hud In .1 ...1. I ffW-Rang, Fmm. RdGWli Amuwq l.L CONCRETE OR BY WOOD auew nwd meefw.¢otlp 04'. Mlol.om.gp 1 •FlanO,Fmm, ftH,-oXNva1S7 MASONRY INC INCH 11![RS B 1 DT C CAULK BETWEEN BY OTHERS and NnbmmUl p.lPuN Llu. 6.. Nol. BR u udn L D 9 la -Elm . F.ma JLD B -' WOOD BUCK L (Ho tv 4.e ontl T ppvbOUN. IF) Ywmda Nppbp.wuw.dpe d.Nnn4 meowed Yen 4 Not ,.• �"••.,1 1{ASOTHYOPEf11NG BY OTHERS SECTION A -A .dO. awa.1 ucUa I"mllwaOdaW,Pp4p.nLVJ woolonmXad l'. Mbanmuue and fDOW low 6 flat flow L OImWu Beed•RIptl VNyl py INDIA 2a L 2uW mpaw.auw N.n.maWe nnm mMddinl er PW. ON BU Nata YGm idL 1 oa q nn. T ft bee Mole B rod CP _g• I I 11DISCWMEp: 1 LIB'DH.. FTa CanaaoBaew wYhnoIDI 44'�TSV AY ANA.Al a 114. Y+wWGp bMNaMtla DUN batpay M•.w, NYW W16'W cU ArNo, 14'.me.1 A.aG.a1wd b.116•NJNINyr bl ]IIO'+'awel. aaeAo utl d.w)p.o..N I.d Him. puY 9++A•,a�w 1111 AnYtlwblbn Nu mm W. lMynum Dauy..wny I On01O.,f1o1.N"IDd, ,nJ Noy Fm Olav+Np PLEKatl100nwaauw.wwwwJudvl ndIN.AA R W..d l.ppina cow .aaq MIda, 111., 1.. iecawn. `."- Y.1od mvu h. Ixnoad by Vnapd.Jm.nld EIO w%h. l-YB'Wlo'pNYenFW Fw.OY Of I-WV ...... w e. Wruva..wNA 1_No.. nw.namew w•.ew meaw wM.... as . ndn....d bY'oNef De•ba W.Iu. bnal N COW 01Ydd.rd (llml U. dlYYp U1aWIPD NO. FLIX2BIID N+ww p••rs+✓w ru manN•w•ww+un. .cmtlema wm M..P'1 W. BamNy ud ontl Nee 9 an 0owbp FLEX20 IOU, wprua w.•v.a Plodud Apvuv.i shalt I Of 2 CONCRETE DR PARTS LIST TWO BY 4000 BOCK DR MASONRY OPENING 2a6 Ur axe I1 1 l.04MII.PIMN FRAMING BY OTHERS (Not. 4.b L W) CONCRETE DR tIL BY OTHERS WOOD by OTHERS L- B MASONRY OPENING L p @!-FT.non FURo d BY OTHERS S'Ide CAI ILK BETWEEN (Hato Lh L V) B J q -Flange Fmmo F� NB W000 BUCK L BPI, BY W000 1 f¢gf•Pen.l HAS'Y. OPENING `'/ 1� BUCK BY OTHERS B B PanW BY UFNET v a (OPTIONAL) 4 CAUL BEIVEEN (flute 2.6.L 2.d TIN' o INa to 4a.Ra) l l YBI4.-P... I DOOR STRIP L LrI g CAULK U 1 7/B' MIN. ! wlnlelpcM-P°nd I. rAsiEHEP9 SN1VN V000 DUCK 7 9 BETWEEN EMUCDNENT O-4r IN SAT[ PLANE FDR d' Oloto 2.4 L D.dJlll DOOR O GINA-B..1401.10)udM 519IP AIICHDR lClnp(tY RLY. IIdI AV FLANGE .!< 10 L10•D _I4w.FlaJ_Hew CYwxa40dowH.w Cawa.l. Duow FlVlmDdlnun tl)LES L WtlOD i� . Ehlf bm N.n.W a 255 An at 119' a+OmmmL SPACED Q' APART ON 1 S/D' MIN DUCK t Mae Nob lN)mmM dmalnpaM lby7m DHw(np OPPOSITE TLAIIGCY.) SN(typ.) I ' L 2A.old 2.a fLE Xp0100. ffYPJ -Q l 2.d.U0 --'- ` it AIDWaodarf1-311lo.0lAu mlaft,TVP' 11P d d �q amMamsel DI 4T18• Inm e a BOnim. Be.D.Nall PERIMETER HE UlN dmdp and Ndetl an OmwYlp CAULK BY FLEM'ELIoO. 7/6' MAX UDIERS IS 110 W.d gI1.014SB Do" wNn RRoad, oat. (Hot. 2.a SHIM AS If)OIe BJYnFIE%7DIODIaeMnm.um enmodnua 9 'yg alE_ L ZUA0 REO'O Wi'Xno me ca.:rele m.ea Hub lG)m11d, Fh pi aL1e r11 (Note 1.0 dawNp.Id Nm.ewl Orvw4lp FLEX10100. STUCCO/SHEATHING III Bi0 WUod Of Tom m Bo. wlet . Adlid.an BY OTHERS embedmed a m or N0• Ins'OGo By Wo AJ So. R.I.(A) on We tlmwup du two a mllr.v.Yp H�QK STRIP '7 FLEX20100. % SECTION A -A �Q " DETAIL ONE BY W000 1//' MAX, SHIM SPACE S.G.O. BUCK by TI MID. O/D' MI (O NEIGHS (OP NIINAL) AU-EHBERXENT / (NOt¢ 4.L.11.2) 'o . 2.6 DF 2X0 SIGH AS WOOD By CAULKING OTHERS REOU HEU REO'O a (dote 4.b L W) B e 5 (NDIA 2.0 (Note LU �` p CAULK BETWEEN L 2.UDID ONE BY BUCK L A TWO BY FRAMING EXTERIOR El SHIM AS BY OTHERS EVAIIfW Mm up>ILI ,Not. -j -I - - (NotF 2.. L 2.d1Y) 2 PANEL (NOR 0) L ( wWxO lNoto 2 I a (SEE NOTES <G, (0) L (E)) LA n 1//• NAX P Rebut L Amomw, P.L SHIN SPACE T T DmI513AIHER; wP.1o./ ftiNbu4 N4 /9T7 1/E•d M•t+wwr•q LYFw CAULK BETWEEN .X+G,rAn.N•wvmwNGx. S fi DOOR FLANGE'. w•A,M�^,� •yJ1L "' b 1 ° L WOOD BUCK ` A PERIMETER (Ilat. 2.a L 2.dJY) A AP CAULK BY p p EMBEDMENT OTHERS w.'Y+n ml mW llla to 2.o L 2dIB) O .a,.xNo. Rk` b a1 12 1-1/4, HIIJ. .NLtA nYuaq..m. { N1.L.•uwl... 10 -S,GA. WIDTH -«- MASONRY, OR re4•aw.v,sm.NUL ,,, flh,: i,.A MASONRY OPENING N�.a UNDER S APPLY ET SU.0 CONCRETE OR BY OTHERS NA•. P•m ww,wmmr " UNDER 64l OR SET 5NL W xAA wp�ry Talk, OF eaunca (N.11 11).. HASDHRY DPEMING SECTION B-© ""ie Drawing et PLG'X24112 N,WA A5 REWIRED (Jloh 6.), BY OTHERS Sheetl of DUA E MOM FASTIN911 INSTALLATION IHSTPULTIONI•PLlxTD 10 11l Y' OIA CUINi ETE &CREW WITH NO11-RRU[TUMI DILL AT WOOD RULE ANO FANm" .T MAT IUILADOWNI IPN+OMi g pN m^ (11 VNAaWtlatAIDIDO1 mW11 M-P4RV wbuxld EP.raHoy 4alE M401NoUdNlb10100. i■p bit b LK INm, W and INNN, lMJ uyA Mir dAYOUN..ywa+a NdhNJ INym N Nmlw. AAAFood smydnNA a I. Ill' Ir+e FLAT FflALE mE,ax, r mmeLL SAO'?. UN7.1 Swat l d mH dT'Ans. weWpw"uMednwry. AAN � r NEWHf nGPeuwn49m ftNQOHm, HNelb.4iYMY mwW.ds raaAirGW4. T / (K)FFYenu Nwbp YW M P. Naa(04(D) And IM beay. NAT S�ED JAW )'Yy. A10 WOOD SCREWW EIRUCNRAL TWO AT WOOD RUCK AND CONCNLD RUILD-NOWN. USED Dr FOP) IM.) WI1th TWO BY SUCK EMPLOY 9D INMailOf ONE RY RUCK RATS CoNflauai RUN NOT SHOWN), )7 DLL -1 (L)M.-o"d.+KNw)ed Nnw.tNp wana Wu@Ydbe by NYliyxS NO UR I". ON No, Mmb4 Ws y •IL Road mmHae+9klml uvthTo ANa.v41.SIY INA. tlr4vanaK NA bu O'a by xwd ImnUL Se.'PHO Batt luL'm 9,W I uad iYolm wow.. NIA AOD ead4tloyl 5u AONO10% JW A la mdebne R q E..PJL Yra,d wM Vo n.a. 9 (M) Wned ea.we ea, M M DeM u bum ".10u, Ha AN Ed prom a Now. P I uT14Y (NI FWaW ey+Yp YW Do pN WINE(P). IQ) AM IN I Xw+• w p�Fl IH----AN Wa FA89HER SPACING(SAN EWEtbo blow ea MI, Ebut); N�p1 Qp 9tP1 EXTERIOR FIEVATION IDl ramw new y,Ksp mtlMtllobnxaR� . 6'wdmue RaneWlmw WXam,eR dINTAL Nd ddk . meaty.paud MnYAm mna urnrvl bU MalvaJp if o<ylukGpnbad..RyINroL)jy FASTENER SPACING OWSHONDN tPl Dewam. .00d, M dFA L' 3$ip .FEii EYEBROW ARCH DESIGNER WINDOW SHOWN AS EXAMPLE • b' *g,ocoo DowenmGW .lead. AN e a lwm, Nu . meNy Fp•Lm bm.'een mlN+awwFW minaebq lrn<YpdgnLwdrua)uau AK n. EXAMPLE Nuowpp mdBAr+nOnN a yexav HEAD (CURVED PORTION) SECURED TO I ftwaUo ud+ CONCRETE HEADER, JAMBS OR SILL SECURED TO a I.A"Ymw exam. p CNU NJO CAST -SILL WITH ONE BY OA UCH a e -------- penauhal lBp USE 3/16" DIA, CONCRETE SCREWS P Aeaa oo AT 24" O.C. SPACING BETWEEN o IWpbi.m AQ ANCHORS AND SPACED 6' MAXIMUM FROM CORNERS. . Y•pHtld o mtl of - • N1dAquon ondan moor Ydltl. but 1Ga,+9,mYp IP •41pLip IN home, YaIuaN Ax lT+ aqoF X axdA W ! HEAD (CURVED PORTION), JAMBS OR SILL SECURED TO a quino,RW L q+wW40a BUT p"' IIIITID STRUCTURAL TWO BY BUCK L IuBM kaW NIS (ATTACHED TO CONCRETE HEADER, JAMBS OR SILL) IN SNdWrImLO)wlr)abw mmmw„w a.AlL Amoaau ne.m916 Nood FarruPRm Dnw. YPw Ia Uookmad. odn wId. TWO Ry A4Ww b JUIDA, ImRall•Wn UW avtl1 OUYJ BH)G USE #10 WOOD SCREWS AT 12' O,C. SPACING - • T<mwIDmG Xde(wWmaeu.Yrvy wp, rcnw.,aW[Nap wow lGd • ILO wow.aM Ny.Two er Mom 6GvtlMw�lY,0d.blbmnuW anumvy.bWy. BETWEEN FASTENERS AND SPACED fi' MAXIMUM TR) UmJlmetlon Jeakn aoONGwde4nweoew nd YlL xam veexn Ndtl aruy waitlro,tlr b.•r duw..u)nm aum. rMIMUM. ACING 0 Wdc FROM C (NOTE: 12' IO FOR F CORNERS. E ( EXAMPLE EYEBROW APPLICATION, OTHER APPLICATIONS MAY REOUIRE 10- SPACING oeslax pR15su1e awnNGl FeE maE CDMn1eNCR PER NOTE (P)) 1{)InaaSYw.Orglm NNne LYamNx.ee+uY+NL px dLY¢IprtaNNmbla PAI DUIye RLun+LD P.) Na POFMMf W alpelHL DMLI w6nDYl WNAY/ dNPI DIAtRAe mTF M 1N1 DW DW FrxMn L1 W LLDMW 4YnHY ..bl. Nd IMB M daumYwd N umd.w wAA Huy IS a RIX101D0. DI PrabGaM Om.bO m.Y Mtl Rae tl W'aYm a •tared 1N ANS4A41.VIMW W IOIAi p -91 a IOul.i t IDF9.w applyXK LAmp fa0e. Sao NtlA 17 ew U m f4awYp 1tFY 1010D b p.UW detLi. (UI Cana.lFeder tl A.,a.nYw e•o 4..,W LAA tl•Va DaOap M Ira IYW, Y1.m Mnda b M rma W m.a. la O•NNu Vu 16W m tla eYIY Yr aeraw a aM .YyN.d WNIw pu IIw fBC W W ugneY a (.cede 'NOIN No •K1:•L n IL I41 SflEX1a10L Nau to b HS M tlWbW IK fee [wµLuv. OmwlnB No. FLIX28110 Sheet 2 of 2 low P.W✓DESIUCR low P.VlwslQG4 SILL 4ITP3 (SILL If&.) 40 1 114 SELr .e 1 3/4 SELF TAPPING SHE IAPPIrG SHS ve Y SAVE I.LUON ��) / lop[ NJLLIDI ;1uS[nx 1 `-10 x 314 SCLI` � 10 X 314 SELF uKES `-IOpO SH TAPPING INS \_1004 SITNAPPING SHS SEALANT ETVE(N �cAO IIYPJ MAD 'IYP.) SECTION A -A f21 mNpw nN6ci $�TION A -A (11 L HYII<IIb' SOLO 41TIDE SIGCP ///'''''' oil P.V.IESIGIBA SILL IIYPI ( SILL tITPA aB K 3/4 SELF / Itl S 'J/1 -. IAPPIIG SHS IAPPIIG SHSS1 Y Q T11L K 7/0 \ I it 1/IL S I/B UIU.LHUE HLLIDH BE IRI 1 & NALLID" N UCH L wLuol L �1000 1--SOLO EH IN'PHG iHf Sx`I.wPHG,SMS" HEAD IIYPI HEAD DIRT 9cALAH1 BETWEEN SECTION A -A U SECTION A -A (41 W IOINN FL1HG[S 4 W LI01 SILL 'III,) SIWGP Vidal, L9IWECN SILL 'III,) WINOW FLNdtS SILL 4f YPl iIOER SILL (GYP) IB N 3/4 SELF , luuo. IAPPINL SHS r IUBE HIALION IB x ]A SELF IAPPOG SNS � 1 K S/e (-YIFT `NUDE HAL to \_.5 1 314 SELr I` `oa 1 214 SELr -low SN. IAPPRA5 Ms a-•IOw Sit TAPPING SHS HEAD IIYP1 eEAO <IiP.Y SECTION A -A (5) SFf710N h'"A {fi1 10 COIICRCIC a NYB 1 M(A, V x e' y.ALWNs ME Ysio) Q CONCRETE m HASOGr �. Ir OTHERS +gym .4116I B ly WDOD_T IUEx 41 LINES Q law Y.V./ESIG"EA SILL (1YP) 1 X4I3'e IUIE ewALION I Q 1 114. HIK EHBEon[HI IXLAIIN ANOOR 0116' ILA IMPU LLRCY H+CRON II IF I - CXIERNN. 1LSLION INIHµLAIM CLIP 14LI04 I `69 X l/1 SELr IAPPJN• SHS - A SECTION A -A (71 i CAB IIYPJ Wald, A Black, P.E. LLLVATIOB 548 B HNY 27 MEWED fROIA EXTERIOR ClennYnl, FL 34711 FL MCI,,,* NO. 52553 INTRATIDNA 54DEFLORiDA EXTRUDERS JMI) C LANE A14FOROL FLOHIDA TOLE: SER. 1000/I500 FLANGE SHEET I OF 2 EG ' HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR " •ro sTGnT 1 DESIG14 PRESSURE CAPACITIES A if rAw M , '•,'4 i OAI)I 3y DRAWN BY:FISH APPROVED BY: WAS 4 IWAIF. NTC DWG.: IHNFLG Cs to � N 2 >- 0 N �p I �1 M f� O 1 � v - - SHEET. 2 of 5' oon Su 1 X a A Vs laud Lit l JAI JUTE HULLION imis tifP7 \ aB Y 1Y2 SELF f tAPPWg SHS V., ve L ION .� 1I/P HEN. "PPING2S11iLf CHBC AH If— e I SG -Mil ICI V[[N f[AVill BCIVLCH VIIIWV FLANGES VIIIaOV fLNIG[S L I.L". L IYLL PI B M/ N 7/B LL� - J 'ELF YB X 1-I/2 S�Lf 0 K HULLION Y8 X I (2 INPPIIIG SHS TAPPING SHS SECTION A -A (11 S TFC ION A -A (2 ) IXa IJ16 X4/6 1Ya 1116 Ad/B IOW $it WOC HIILLII7N TWO S.H IURC fILLLIWI JANB IIYP.1 IOW a1L JAIID II IP.1 Jun. IT TP.1 N-AB A IN SEtf B.Y Va SCE( sH , r 1 I1A{'p'l- A� IAPPbG 3ML AYPIN RID Sit JAI1B II IF., YB X 1 UA SELF ` aA X I-VE SELF TAPPING MIS IAPPbIG SIIf [C)1011 A-A_(.� SFCTIOPI A -A (4) 1 r 1 4 Ile /d- I .A 4 X l/B r IueC IKA.LION - -L JUDE NA.LICIA he X 1-I/2 S[Lf, 1/r TAPPING SNS arz AT uuuo KICK BI OI HCRS� QEIAILC CONCRETE O(1 HASANRI �61 OTHERS Q ' Q . 1-INS IYLaI M 3116• ittMaB StlEVMo limit [XIERNAL MILLION INSIALLAIIhI CLIP TYPICAL TRILLION TO C014CREIE 0 ❑EAD IKLtlrl-� II (APPLIES 10 HEAO k SILL WITRE I X 4 a m' Y , TUBE MULLIOIIS ARE USED) VVVis • r✓ WJAWAW1 DE1Afj G B 1e r P,alb, "AAA,-a4 pE1AIL , 1/3 [Ip It Avl twill. a h m la wLIMLMIYI PICIUI 5ELf "'• ..A. tlp OIL TAPPER TAPP AI .1. 1.14n • N Nld C SCX[V Y1Cl/l'd lnP, scNe SAIL A.M.A, n r ./4 M,rIN47. • fLLL CUP v 1 IN WK QCMKb1aH1 PRECAST SILL BY U.", AUXILIARY PLATE ua ADmnaul Naors, IrKx Kcmw[m NPino\ O ITTL'o. to SCLr SHS tIYP.I _; ` AEIAII Q r, ruAUrw X8 X 1>2 SCLF l IpPpDIG ljApe0DSELF r n NEWEO FL ROM EXIEHIUH SHS INTEflNAT10 a fS g60 jEwen NA L, SANFORI)FLOR y 11"1'w TITLE: VERTICAL ER OMULa ION LSECTIONSANGE IEEi 1 OF SCA(AHI DOUEE11 if. a - �� L ` SEE OTHER SIDE (Slill 2 OF 2) FOR rumuv nwrli -`iH110.f ANDS <p1MLIWIcc 1 A=ice' DESIGN PRESSURE CAPACITIES l wulm NB A 1-112 SELF mg (' �tB X 1-1I2 SRr IPYPINO SHS u "'j1 `` r oil BY:HSH APPROWEO BY: WAD l u'Pu1G sHs a -Tort h♦.NO,TE:fi/1 /O4 BEAIE: NTS ow0: lVFlflfi jj[C1IOII A_A L;j SECTION A -A (� $ ' rlse: ralr.!lrea�:r!!rL■Rllra A'L' fl UTI�I�S�� I �1�y�1��Mrtas��a r, n: �. ■.R�l���tlrlmtal�l■ri�lL. ■In !�!�!!t!S!Y•F�lLr Y r.tr.��slstawra! aalaFuwlLi T' Ix]■1 d raltrl29SrrLrlrla NILM !al!!!!t.!!��li. ■IL'arwararutra TORN ��LLaa lSarlrr!/.IILs� Ll■t! rf..JLr. 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