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Home My WebLink AboutRevisions; Changing Window InstallationOFFICE-TJSE`ONLY: FILE DATE FILED: a ( PE IECOPY ..�O?�, REVISION FEE: RECEIPT NO.: ------------- ST. LUCIE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDNG & ZONN 2300 VIRGINIA AVEZ FORT PIERCE, FL 34982 462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT IN FORMATION 1. LOCATIO-N!SITE ADDRESS: J a � Co ry q,iY1 2. -DETAILED DESCRIPTIONS OF PROJECT REVISIONS: 0--�� ,i:. 1 ivy �-, �h-,^d�-�� •... () 3. CONTRACTOR INFORNIATIONi ST.OF FL REGICERTI CRC053121 ST. LCCIE COUNT]" CERT.s 24750 BUSINESSNA:NIE: MARONDA HOMES ` Quali6ers' ame: JEROME 'ANUSZEWSKI - ADDRESS: 4610 LIPSCOMBS RD NE SUITE CITY: PALM BAY STATE- FL ZIP 32905 PHONE(DAYTBIE): 321-725-5645 -\ FAk 321-725-5703 4• ARCHIVENGINEER: NAME: TOMAS PONCE ADDRESS: 4005 MARONDA WAY — CITY: SANDFORD'' STATE: FL ZH',32?71 PHONE (DAYTI}iE): 407-321-0064 FAX# _ - 41 Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462.1553 Fax: (772) 462.2522 http://stlucieco.gov/ce Dater 21 December 2007 Job Address: 5216 MANCUNO ST Received By: gersteml ICI Paid With: CK Paid By: MARONDA INC r� • Receipt 0000059683 ermit Number: SLC- 0709-0072 Amount: $50.00 ]redit Card Number: Check Number: 855257 Sign: --_ CAULK BETWEEN WINDOW FIN 6 SHEATHING INSTALLATION ANCHOR 98 WOOD SCREW SHOWN' STUCCO BY OTHERS HEIGHT PERIMETER CAULK BY OTHERS GLAZING (TYP.) (SEE NOTES) PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR #8 WOOD SCREW SHOWN l/4' MAX. 1' MIN. F—V[NDOV WIDTH oBeMlmu:ln.o✓P9ue0nxw,ora,nnaa..:.ve bPesen lee ewnu,.ciwan.eceauueedmvnkx SHIM SPACE noM weSm.en.eaum Pe.we uecneeo.sn. M..X,ma.,Pm2, CWp00 SCREW) a.waq N.wwam..,rwa SHIM AS NO BY WOW D P#eeaYRabu 9.Wnp coos. s.mm lHIr.44. A,.Nao9a M.,IWI. eaco„u,v,ua,bv,.vwcwP TWO BY WOOD (SEE NOTES) By OTHERS IBSN^0. nolra,uapnBaolherpm sealonl p,ad%es eoemu caulN°Ina womnN emwr eM.aueaw BY OTHERS �M1eO SUCH AS REWIL IMPORTANT INFORMATION & GENERAL NOTES <SEE NOTES) F HIM. These notes are Provided to ensure proper Installation of Florida Extruders Milestone EMBEDMENT Products and must he followed fully. (WOOD SCREW) GLAZING (TYP) GENERAL INSTALLATION INSTRUCTIONS (SEE NOTES) I/4' MAX. " '• SHEATHING I) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM SPACE .�--"•i:` BY OTHERS MAX. ALLOWABLE SHIM SIACKTO BE I/4".APPLYA SEADOFWLKEM 116 CAULK BETWEEN ADHESIVE CAULK OR APPROVED EQUAL ATTHE FASTENER LOCATION PRIOR TO FIN TYPE FIN TYPE WINDOW FIN INSERTING THE SHIM TO ADHERE THE SHIM TO THE SUBSTRATE AND/OR WINDOW FRAME VINBOW FRAME & SHEATHING WINDOW FRAME. FULL BEARING BETWEEN THE SHIM, SUBSTRATE AND WINDOW HEADER JAMB PERIMETER INSTALLATION ANCHOR FRAME ARE REQUIRED. ZING (TYP.) CAULK k8 WOOD SCREW SHOWN 2)USE SILICDNIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD, SILL& . NOTES) BY OTHERS STUCCO BY OTHERS JAMBS. 3) USE SILICDNIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXJERIOR OF WINDOW SECTION B—B WINDOW FRAME. WIDTH 4) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRIM ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 20DO SERIES SINGLE HUNGS. A 5) WINDOW FRAME MATERIAL' ALUMINUM ALLOY 6063. 4� ANCHOR INSTALLATION INSTRUCTIONS 1 _ GENERALI B B 6) ALL INSTALLATION ANCHORS MUST REMADE OF CORROSION RM57TANT MATERIALS OR HAVEA ANCHOR CORROSION RESISTANTCOATING 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 PRESSIIRE-PRESERVATIVE TREATMENT PROCESS USED. WINDOW 7) ALL FIELD SUPPLIED HOLES 14 THE FRAME (IF REQUIRED) WILL BE: HEIGHa) THE IN DIAMETER FOR #B WOOD SCREWS, AND b) THE SHANK DIAMETER OF THE RAIL ROUNDED UP TO THE NEXT STANDARD DESIGNATION DRILL BR SIZE. 9) WOOD SCREWS SHALL MEET ANSI 318.6.1 DIMENSIONAL REQUIREMENTS. FIN TYPE ANCHOR I I A I ' MAX. 9) NAILS SHALL MEET ASTH F 1667, "STANDARD SPECIFICATION FOR DRIVEN FASTENERS: NAZIS, .WINDOW FRAME SPACING -III III-- _II (TYPJ SPIKES, AND STAPLES." SILL (SEE BELOW) 6' MAX. (TYP.) 10) IF WOOD TENDS TO SPLIT, PRE -BORE HOLE AS FOILOwS(PER NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION REQUIREMENTS): MARBLE SILL ELEVATION a)#8 WOOD SCREWS- LIB• DIA. PILOT HOLE. STOOL BY b)0.113"DIA. NAILS -#44 DRILL SIZE PILOT HOLE. OTHERS VIEWED FROM EXTERIOR c) OTHER NAIL DIAMETER ALLOT HOLES NOT EXCEEDING 75%OFTHE NAZI'S HEAD, S7 & IAMB AN HOR M TN• (ID 70 PSF DP) OTHER ER AS NAIL DIAMERED. WOOD SCREW, 24' O.C. MAX. (TYP.) 1Q WOOD SCREW AND NAIL WITHDRAWAL VALUES USED TO GENERATE FASTENING REQUIREMENTS BYOTH14 O WOOD Y BY ERS NAIL, 7' O.C. MAX. FOR JAMBS AND 12) WOOD SCREWS AND NAILS SHALL NOT BE MIXED TO FASTEN THE SAME ASSEMBLY. 10' O.C. MAX. FOR HEAD I. SILL 13) WOOD SCREWS AND NAILS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF WOOD. STUCCO— , hT+)aka ISM SHEET 2 FOR CONTINUATION OF NOTES) BY DTHERS Y� db1' yy^ 9,; CAULK BETWEEN J// $ //)� �4W !,I Nc(+aREV DESCRIPTION DATE INI INTERNATIONAL, INC.IN $HEATHING J / / 3 REVISED NOTED FL it ow, EXTRUDERS 2540 7EWETT LANE 6 SHEATHING BY OTHERS 11 �'`()'A'yd CMILE T N EF i pMp sxnD/w RJA cwmui€ aF AumoRRAslox nn vzas SANFORD FLORIDA L1•EMIN'NT LIRE TO RETUECi NNLEMBEDMENT ' ,Ull_�281tU4 ALTERNATE TITLE: INSTALLATION DETAIL W/98 SCREWS OR NAILS SECTION A —A (WOOD SCREW) jE ( 'Is* ADDED DISCLAIMER SINGLE E< E#er9.• , 4(�41 D 7/29/04 RJA NGLE HUNG FIN WINDOW - SERIES 1000, 1500, & 2000 a: C a^ DRAWN BY. BE APPROVED BY: RJA __ DATE:7/29/04 SCALE: N. T. S. DWG.:FLEX0026 SHT 1 OF 2 SHEATHING L' MIN. EMBEDMENT Imo —WINDOW---+++{{{ IMPORTANT INFORMATION & GENERAL NOTES CAULK BETWEEN BY OTHERS (WOOD SCREW > I WIDTH 1 WINDOW FIN & STRUCTURAL I A I FIR1 RADIUS SHOWN Thue notes erc PovMeame,w,re proper h,slaYa6on o(Fronae E.b,bus Mllmo„a pa0ucn mu narrt Be SHEATHING BUILD DOWN /olbwM RAN. INSTALLATION ANCHOR BY OTHERS B WOOD SCREW SHOWN y-- GENERAL INSTN 4n IN SHIM AS REO'IL 1 (SEE NOTES) ReIny AT EACH INSTALUIUON ANCHOR WMII LORD SURING SHIM. FAX ALLOWABLE STUCCO L B B 1) `MUM AS BY OTHERS ANCHOR SHIM STACK TO Be 11C. APPLY A BEAD OF VUHUM 116 AOMESIVE CAW( OR APPROVED EQUAL AT SPACING THE FASTENER LOCATION PRIOR TO INSERTING THE SHIM TO ADHERE THE SHIM TO PIE SUBSTMTE (SEE BELOW EQUALLY SPACE AND/OR WINDOW FRAME, HILL BEARING BETWEEN THE SULK SUBSTRATE AND WINDOW RU,HE ARE 1/4' MAX. ANCHORS (TYP.) REQOIRED. PERIMETER / -T-- 2) USE SIUCONROD ACIOUC CAULK BEHIND WINDOW FIN AT HEAD,SILL&LIMBS. CAULK) SHIM SPACE WINDOW 1 3)USE SILICONIIED ALRYUC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. HEIGHT I BY OTHERS I 4) ROLUDA EMRupERS IOW SEMIES SINGLE LUNG 15 SWNYM- THIS PRINT ALSO APPLIES TO THE FIN TYPE ! FLORIDA EXTRIAER5150D AND IND SERIES SINGLE HUNGS GLASS (TYP.) WINDOW FRAME ...11L1l __ (SEE NOTES) HEADER 6) WINUUWmAAROUND MOVED PONUMALLOYINDCA ANCHOR A 6• MAX• 6) WILD DOWN AROUND MOVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHEPS, WINDOW SPACING fI (TYPJ BUILD DOWN MUST BE OF SUFFICIENT SIRENGIH TO ADEQUATELY TRANSFER LOAD FROM WINDOW HEIGHT (SEE BELOW) II TO THE STRUCTURE FOR FTC, SECTION I7W.4.4, GLASS (TYP,) WINDOW+++III III�rr 6' MqX. (TYP.) n WINDOW UNIT CAN BE MULLED TO OTHER INN515ING ALUMINUM TUBE MULLION. SEE MILLION (SEE NOTES)'_ WIDTH —III INSTALLATION SHEETS TOR REQUIREMENTS. A I SHOWN, HALF RADIUS AWHORINSTALLATI NINSTRUMONS FIN TYPE SHOWN, RH WINDOW FRAME -T OPPOSITE GENERIrLe SILL t {� PERIMETER MARBLE SELL WINDOW I B) ALL INSTALLATION ANHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE LAIILK STD_ HEIGHT ///"' B B CDRROSION RESISTANT COATING APPUM SUITABLE FOR THE ENVIRONMENT ANO/OR FRAMING BY OTHERS 1, OTHERS MAIERIRt. WHEREANHOPB ARE USED MPPESfi11RE-PRESERVAnVE TREATED WOOD, THE WOW ANCHOR SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF "HOSE COMPATIBLE WITH THE SPACING PRESSURE -PRESERVATIVE I O EQUALLY SPACE ESFFUEDH HOLES IN ENT PROCESS USED. (SEE BELOW 9) ALL lfi'IN DIAMETER RMR a THEDSOFRAME DF REQUIRED)WILL BE ANCHORS (TYP.) WE HANK ILIVFp MR Me WOODL ROLNS, AND b)TEIEMATI DAA¢TEq OF THE RAll ROUNDED Up To THE NEXTSTANDARD INSTALLATION ANCHOR )-�' TWO BY W000 (RESIGNATION SCREWS DRILL SIT MEETSIZE . ICI WOW SCREW SHOWN ��" ]0)WOOD SCREWS SMALL MEET gNST BIB.fi.I DIMENSIONAL REQUIREMENTS BY OTHERS 1 11) NAME SHALL MEET ASTIR F 1657 -STANDARD SMCIFICAUON FOR DRWEN FASTENERS: NAILS, STUCCO—�'... �—+• SPIKES, AND STAPES - BY DTHERS ANCHOR 12) R WOOD TENS TO SPLIT, PRE -BORE HRXE AS MUUAVS(MR NATIONAL DESIGN SPECFICAnON CAULK BETWEEN A � ' MAX.FOR WOOD CONSTRUCMON REQUIREMENTS): SPACING e) #B WOOD SCREENS-1 WINDOW FIN BERTHING I (TYP.) /B'DA. SIZE PLOT & SHEATHING BY OTHERS —�•) L1'M2N. EMBEDMENT (SEE BELOW) H0.113•DA. MAILS -#N DIULLS¢E PILOT HOLE. L ATION 6' MAX. (TYP) (WOOD SCREW) C) OTHER NAIL DIAMETER PRar WOLFS NOT EXCEEDING 75%OF THE NAIL'S DIAMETER AS REQUIRED. SECTION A —A VIEWED FROM EXTERIOR 13) MOD SCREW AND NAIL WITHDRAWAL VALUES USED TO GENERATE FASTENING REQUIREMENTS I/4' MAX, HEAD SILL & IAMB ANCHOR SPACING ARE BASED ON SOUTHERN PINE WITH A SPECIFIC GRAVITY OF 0.55. WINDOW WIDTH TO 70 PSr 14) WOOD SHEARS AND MIS SMALL NOT BE MIXED TO FASTEN THE SAME ASSEMBLY. SHIN SPACE 15) WOOD SHEWS AND RAILS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF SHIM AS REO'D TWO BY WOW W000 SCREW, 24' O.C. MAX. (TYP,) WOOD. (SEE NOTES) STUD BY OTHERS--------------- NAILt 7' D.C. MAX. FOR JAMBS AND (MESHEET 2 FOR CONTINUATION OF Nores) 10' D.C. MAX. FOR HEAD & SILL V MIN Disclaimer m• Pupasn of MX,11--, vvn drawh9 b to roki t the mpnulaalamr4 HBEONHi $paCing applicable t0 COnnOdlty $IZeS Shown In ® roecrnmendolibm far 'Masuencbuorduct re oodscnws mdnaBl to achieve the neuron spacums.rOad ludeadesbatbn IB p7.4.4.° (VOpp sI31Ev) anchor chart (Sheet 2) and Modular Sizes, q p,otluCl osreWHadby flaidR BukiRg Cotla, Section lM1.1.4. ncad Pr Mailed:. Rotc.11nH. v, nY.jj w.vF,,,eofing. seahnlly olhulaM GLASS (TYPJ leoknl prae9pM tlaee not son+lltuleawrnanlV•Ilhar arPrmsedcrwpNed. (SEE NOTES) M LDS 3 AOp `"'r''' e•'iy': SHEATMINGr ° RE DESCRIPTION DATE INi FLORIDA EXTRUDERS FIN TYPE BY OTHERS 9 D REVISED NOTE B. 12/10703 INTERNATIONAL, INC. WINDOW FRAME CAULK BETWEEN w REVISED NOTE 9 AND RJA CMVMMt2 DP AUMMUZAnoN No. ez3s 2540 JEWETT LANE JAMB WINDOW FIN ? TIRE M REFLECT NAIL SANFORD FLORIDA & SHEATHING >wL: x29180f ALTERNATE TiTL6:INSTALLATION DETAIL V/#e SCREWS OR NAILS R1IETER CAULK BY OTHERS BY 0 HERS INSTALLATION ANCHO I2 oeE _( ntu7 4w E ADDED DISCWNER. T/89ro4 SINGLE HUNG RADIUS HEAD FIN - SERIES I000, 1500, & 2000 SECTION B—B SHOWN D SCREWg o:zAL n)A RJA DRAWN BY:JBH APPROVED BY: RJA DAT6:7/29/O4 SCALE: N. T. S. DWG.:FLEX0041 SHEET 1 OF 2 #8 WOOD SCREW INSTALLATION ANCHOR CHART #8 WOOD SCREW INSTALLATION ANCHOR CHART CALL WINDOW QUANTITY IN HEAD & SILL QUANTITY IN EACH JAMB CALL WINDOW QUANTITY IN HEAD & SILL QUANTITY IN EACH JAMB SIZE SIZE SIZE SIZE UP TO 70 PSF UP TO 70 PSF UP To 70 F>F UP To 70 For 2024 2030 2036 2040 2044 2050 2000 2070 23 1/2 X V 1/2 23 1/2 x 35 1/2 23 1/2 X 43 1/2 23 1/2 X 47 1/2 23 1/2 X 31 1/2' 23 1/2 X SR 1/2 23 1/2 % 71 1/2 23 1/2 X 63 1/2 2 2 2 2 2 2 - 2 2 2 3 3 3 3 4 4 12 13 14 145 15 16 7 IB 1/6 x 25 16 Ve X 37 3/0 111 1/8 X 49 5/a 10 1/0 X 55 1/4 16 1/8 z 62 le fro X 71 2 2 2 2 2 2 2 3 3 3 4 4 1 2 1H3 1H4 IN45 iH5 M. 7 15 1/2 z 25 25 1/2 X 37 3/8 23 1/2 x 49 5/6 25 1/2 X 55 1/4 93 1/2 X 62 29 I/2 % 71 5 1 2 X 83 2 2 2 2 2 2 3 3 3 4 4 2430 243E 2440 2444 2450 2480 4 1 2 X 27 1 2 27 1/2 X 33 1/2 27 1/2 X 43 1/2 27 1/2 X 47 1/2 27 1/2 % !1 I/2 27 1/2 X 59 1/2 27 1/2 % 71 1/2 2 1 2 X a 1 2 2 2 2 2 2 2 3 3 J 3 4 4 S0 12 v 28 30 1/2 x 39 3/8 30 1/2 x SO 5/8 10 1/2 % 96 1/1 30 1/2 . 63 70 1/2 x 72 30 1 . 84 29 1/2 X 25 29 1/2 X 37 3/8 10 1/2 X 49 5/a 19 1/2 x 0 1/4 99 1/2 x S2 29 1/2 X 71 9 1 2% 83 2 2 2 2 2 2 2 3 3 3 4 4 4 ZU24 2830 28M 2840 284a 2850 2860 2870 al 1/2 I( 27 112 31 1/2 X 35 1/2 31 1/2 X 43 1/2 31 1/2 % 47 1/2 T 9/2 % al 1/2 31 1/2 X all 1/2 31 1/2 X 71 1/2 31 1 X 63 1/2 2 2 2 2 2 2 2 2 3 3 3 4 4 1 23 24 243 26 x X 3723/8 SO X 42 35x 5e 5/4 35 X 71 36 83 2 2 2 2 3 3 4 4 3024 3030 3038 7040 3044 3050 3060 70 35 i X 27 1/2 35 1/1 X 35 1/2 1 35 1/2 X 43 1/2 35 1/2 % 47 1/2 35 1/2 X 51 1/2 35 1/2 % 59 1/2 35 1/2 % 71 1/2 35 1/2 X 63 1/2 2 2 2 2 2 2 2 2 3 7 3 3 4 4 42 x 26 42 x 35 3/5 42 x 30 5/8 42 . 50 1/4 42 x 621 42 It 72 42 x 84. 41 X 25 #t X 37 3/5 41 X 49 5/8 41 x 55 1/4 4t X62 41 X 71 41 X 83 3 3 3 3 3 3 3 1 3 3 3 4 4 4 {2{ 3430 3438 3440 3444 3450 3460 4 0 1/2 X 21 2 39 1/2 X 35 1/2 39 1/2 X 43 1/2 32 1/2 X 47 1/2 39 1/2 X 51 1/2 39 1/2 X 59 1/2 39 1/2 X 71 1/2 39 1/2 X 83 1/2 3 3 3 3 3 3 3 1 2 3 J 3 3 4 4 43 x 26 48 x 38 3/8 46 . 50 5/8 4B a 56 1/4 48 x 63 4a x 72 43 x 84 47 X25 47 X 37 3/8 47 x 49 5/8 47 X 55 1/4 47 X 62 47 X 71 J 3 3 3 3 3 3 3 3 4 4 4 3830 3538 3844 3560 8 0 43 1/2 X 27 1/2 43 1/2 X 35 1/2 43 1/2 X 43 1/2 43 1/2 X 47 1/2 N 1/2 X 51 1/2 43 1/2 X 59 1/2 43 1/2 X 71 1/9 43 1 x a] I 3 3 3 3 3 3 2 2 3 3 3 3 4 33 3a 345 3S 36 25 T4a/H83 §Q 13/8 §I I5/6 11I 11/4 622 521024 62] 33540 37 3 3 3 3 33a50 3 4 4 4030 4030 4040 4044 4050 4060 70 47 1/2 % 35 1/2 47 1/2 X u 1/2 47 1/Z X 47 1/2 47 i/2 % 31 1/2 47 1/2 x 59 1/2 47 1/2 x 71 1/2 471 X631 3 3 3 3 3 3 3 2 3 3 J 3 4 a 37 SIZE Mail AYARABIE W 1000 OR 1500 SERIES 8 WOOD SCREW INSTALLATION ANCHOR CHART CALL WINDOW QUANn IN QUANTITY w HEAD &SILL EACH JAMB SIZE SIZE UP iO 70 PSF UP To 7o Far 1^ IS IS 1/8 X 27 5/16 2 2 1B 1/e X 39 11/16 IB 1/5 x 51 15/10 2 2 3 3 114 45 la 1/8 X 57 19/32 2 3 15 16 1/8 X 64 5/16 2 4 11 10 1/8 X 73 5/16 2 4 !H2 25 1/2 X 28 9/I8 2 2 iL. Its 1/2 X 40 15/16 2 3 '.II 25 1/2 X 33 3/16 2 3 •'':'3 25 I/2 IS 50 13/16 2 7 Po 25 1/2 X 65 9/14 2 4 WE 2! 1/2 X 74 9/16 2 4 29 1/2 K 29 7/32 29 1/2 X 29 7/32 2 2 29 1/2 141 19/32 29 1/2 X 41 10/32 2 3 29 1/2 X 53 27/32 29 1/2 X 53 27/32 2 3 29 t/2 X 59 13/32 29 1/2 X 59 15/32 2 3 29 1/2 X 66 7/32 20 1/2 X 06 7/32 2 4 291 2 X757 / /32 29 1/2 % 75 7/32 2 4 21 36 X 30 5/16 2 2 23 24 M X 42 11/19 2 3 245 36 x 54 15/10 36 x w 9/15 2 2 3 3 25 36 X 67 5/16 2 4 26 36 X 76 5/I6 2 4 41 X 31 5,�32 41 % 43 17/32 41 X 31 5//332 3 2 41 x 55 25/32 4t X 61 3/0 41 X 43 11/32 41 % 55 26/32 41 X 61 3/0 3 3 3 3 3 3 41 X 68 5/32 41 X 08 5/32 3 4 41 X 77 3/32 41 X 77 5/32 3 4 47 X 32 5/32 47 X 32 5/32 3 2 471 44 17/32 47 X 44 17/32 3 3 47 X 56 25/32 47 X 56 25/32 3 3 47 X 62 3/8 47 X 62 3/8 3 3 47 X 6S 5/32 47 X 69 6/32 3 4 47 X 705/32 41 X 78 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 57 5/8 3 3 345 52 1/8 X 53 1/4 3 3 35 52 1/0 X 70 3 4 36 32 1/8 X 70 1 3 4 INSTALLADON ANCHOR CHANT NOTES: 1. Window sizes shown are far Commodity Size Window°. 2. Modular Size Windows will use the anchor quantities shown for the ne%1 larger sized Commodity Window. 3. Anchor spacing requirements for Commodity and Modular Size Windows show° on this sheet. 4. Dimensions given are for half radius head units, full radius will be shorter. F FULL RADIUS SHOWN EQUALLY SPACE ANCHORS (TYP.) WINDOW / HEIGHT /i ANCHOR (S6' MgX, EE J SPACING �II (Tye,) BELOV> L� WINDOW 6' MAX (TYP.) WIDTH W HALF RADIUS SHOWN, RN OPPOSITE EGH HEIGHT ANCHOR SPACING EQUALLY SPACE t EE BELOW ANCHORS (TYP.) ANCHOR I66' Mi' SPACING I' (TYP.) (SEE BELOWJ LEI --II 1-� 6' MqX, (TYP.) VIEWED FROM EXTERIOR HEAD. SILL & JAMB PINCHED? SPACTNr. (Tn 7n Per nos WOW SCREW, 24' D.C. MAX. (TYP.) -------------- NAIL, 7' O.C. MAX FOR JAMBS AND 10' O.C. MAX. FOR HEAD & SILL Spacing applicable to ConnodltY Sizes shown In anchor chart and Modular Sizes. IMPORTANT INFORMATION IS GENERAL NOTES (sent.) ANCHOR INSTALLATION INSTRUCTIONS front) #8 WOOD scnwra 14) SEE THIS SHEET FOR 98 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 FLAMING. 16) SPACING OF WOOD SCREWS SHALL BE: a) V FROM EACH CORNER OF THE HEAD, SILL AND IAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS BUT NOT EXCEEDING 24' O.G SPACING IN HERO, ALL AND ]AMBS, NAILS) 17) MASS SHALL MEET ME FOLLOWING REQUIREMENTS: a) 0, 113" DIAMETER OR GREATER, b) SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 17/8" INTO THE TWO BY WOOD FRAMING (GENERALLY, NAIL 2 3/8" LENGTH OR GREATER SHALL MEET THIS REQUIRFMEM), 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. 18) MANUFACTURER'S NAILS MEETING THESE REQUIREMENTS ARE (MIT NOT LIMrIED TO) THE FOLLOWING: a) PASLODE DEFORMED SHANK NAIL, NO. 404947, 404537, 65DIII AND 650148. b) DURO-FAST DEFORMED SHANK NAIL NO. 325. 19) SPACING OF NAILS SHALL BE a) W FROM EACH CORNER OF T1ff HEAD, SILL AND IAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS AND NOT EXCEEDING 7' O.C. SPACING FOR THE JAMBS AND 10° O.C. SPACING FOR THE HEAD AND SILL DESIGN PRESSURE RATING &MCREOUIR MENTS 20) IF EXACT WINDOW SIZE IS NOT LISTED IN WOOD SCREW ANCHOR CHART, USE AN M QUANTITY USIED FOR NEXT LARGER SEE. 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) (LASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASH BIDS GUESS CHARTS. 23) 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. FLORIDA EXTRUDERSINTE, INC 2540JEWE ALEWETT LANE cfnmrAnt OF RLmlweunox xa 9z]5 SANFORD FLORIDA TITLE: INSTALLATION DETAIL W/p8 SCREWS OR NAILS SINGLE HUNG FIN WINDOW - SERIES 1000, 1500, & 2000 DRAWN BY: BE APPROVED BY:RJA DATE:7/29/04 SCALE; NTS I DWG.: FLEX0026 SHT 2 [IF 2 IMPORTANT INFORMATION & GENERAL NOTES (cont.) ANCHOR INSTALLATION INSTRUCTIONS fro tl #8 WOOD SCREWS: 16) SEE THIS SHEET FOR #9 WOOD SCREW INSTALLATION ANCHOR CHART. 17) #8 W000 SCREW MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF V 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 3eMeS. AND b) EVENLY SPACED hElWLEU CORNER ANCHORS BUT NOT en:EEDING 24" O.C. SPACING IN HERO, SILL AND JAMBS NAILS: 19) NABS SHALL MEET THE FOLLOWING REQUIREMENTS: a) 0.113" DIAMETER OR GREATER, b) SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 17/8" INTO THE TWO BY WOOD BUCK OR BUILD -GOWN STRUCTURAL FRAMING COMPONENT(GENERALLY, NAIL 2 3W 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 (Bur NOT LIMITED TO) THE FOLLOWING: a) PASLODE DEFORMED SRANK NAIL MO. 404947, 4D4537, 650111 AND 650148.. b) DURQ-FAST DEFORMED SHANK NRS. 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" O.C. SPACING FOR THE JAMBS AND Vy O.C. SPACING FOR THE HEAD AND SILL DESIGN PRESSURE RATING & ME PRESSURE RATING & ME REQUIREMENTS 22) IF EXACF WINDOW SIZE IS NOT LISTED IN WOOD SCREW ANCHOR CHART, I1SE 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 E13o0 GLASS CHAINS. 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. FLORIDA EXTRUDERSINTERNATIONAL, INc. CUMMMTE OF AUNHO IMMIGN Ma. 9za 2540 JEWETT LANE S ORD FLORIDA DII": INSTALLATION DETAIL V/118 SCREWS OR NAILS SINGLE HUNG RADIUS HEAD FIN - SERIES LOGO, 1500, & 2000 )HAWN BY: RJA I APPROVED BY: RJA 7ATE:7/29/04 SCALE: N. T, S. DWG.:FLEX004 'SHEET 2 OF 2 -007,Z,FILfCOPY RED nFa IS'p,N O QC • V r.9a 3�_j 0 SHEET: 1 of 3 F 1/4' MAX. B 9 SHIM SPAC CAULK BEHIND FIN TWO BY FRAMING W, (Nate 2.D a 2.01) BY OTHERS BUILD DOWN SHIM AS RE0'D. (Note Llo and T) BY OTHERS (Note Lb) CAULK BEHIND FIN (Nate 4.b and T) /31 (Note So a 2.c.10 4FINISH—Ut/4' SHIM AS'-REO'0.7(Not• l.b) 1- MINLEMBEDMENT WOOD SCREW) —Ut/4' MAX. SHEATHING SHIM SPACE BY OTHERS BY OTHERS PERIMETER CAULK BY OTHERS EXTERIOR FINISH (Note 2.a a Ec.ID BY OTHERS BUCK I 6 FRAME WIDTH PERIMETER CAULK HEIGHT �- HULK WIDTH BY OTHERS (B.H) 7 (F.W. a B.WJ (Net, 2.o a 2.01) FRAME PERIMETER 2 SECTION B—B HEIGHT CAULK (F.H.) BY OTHERS SHIM AS (Note E.a REQ'D. A 2.c.ID (Note I.b) GENERAL NOTES (i to 15) See General Note. Um FLE=100, Shout I & 2. (A) Milestone Series 1009 Designer Fixed Aluminum who. shown. Also applicable to Sad., 1750 & 2000 Designer Fixed r/4' MAX. Aluminum Windows. Iexetl wlnd.wa. Resistant bloWNon-inn Men -Impact 9 B Drawing applicable p OR FMIS ALE D e PP EXTERIOR SHIM SPACE Tested may as allowed b BY OTHERS (N) VAAMlon Glazing2 differ from that 10t1I.S.V AN6caAMA/NW WOA 1s. See. 2-g7 ar /01/L6. 2 NAFS end 9 8 applicable BDIMMg Cods. bee Note 12 and 13 on Drawing FLEX TWO BY FRAMING 2010o for further details. BY OTHER$ (0) For F..,wm, Spacing see Notes B.) and IF) on Sheet 2 of this (Note 4.b end T) drawing. See thole (M)mgerdlntl davlollons. aloes used b e renal. the E Wong 6V9w Bntl nail vrphdmwaly g T NG ( 1 SHEA HI BY OTHERS LAULK BEHIND FIN fastening requirements are based on Southern Fine wilts SpedRc (Note R.o a 2.e.11) Gr.vNy of 0.55. See N.J. TH)m9mring deviation.. 1' MIN. (F) Wood at lapping screw edge distance measured from edge of EMBEDMENT (N008 SCREW) wood to comer8ne W weed or I.PPkrg saaw most of or exceed 1•. Minimum.Ize and embedment per Pads Llsl, Sae Hole (H) regarding CECT EIN A —A d.vlallona. PARTSLIST (G) NBC edge distance measured from edge of wood to centedine of Head - LISTme nail mull most or exceed SMW mfi limes Shank Diameter, whichever 1 2 He -Fin Frame is larger. Minimum elm and embedment per Pads List See Note (IT) regarding deviallone. 3 Jamb -Fin Fmme (H) A, evades, Was than the sdnbnlen requbemenl. staled most be 4 Nol UBed approved by the manuraclorer m eiliksmed by%%her Design 5 Net Used Professional lo accord.... with the epplo.bl. Building Coda and 8 Glazing Bead Rigid Vinyl Produ Approval. ore B eM C I 3f1fi'lo In d or T N 1 me Y red wN be 7 Glazing () ( Itl supplied holes ke 1 1 AO Be (s(Wol _-3 WP • to the U of 1 In B pB ad . el ef..STanning Smew with a minimum embedmentdlunded for Ne a ma stand or In. bank n OUR bit . nail wood subslrele. bee thole (K) end Detail A on this drawing and thole 4.b 8 B on rounded up ID the next etelxlertl deslgne0on tldll loll aloe. Diming FLEX2000. (I) Wood Some and Na1b SMALL NOT be mixed to fasten We same 9 Round Head Deformed Shank NOR wIth mloAnum 0.113" dUrnelos Y I (IA) and assembly. mtnimum embedment of 1.718• Into the timeliest ..it ub.bral.. See Note IN) and DOlall A on into droAng and Note. 4.b & 0 an Drawing FLEX20100. IOOa S.H. 1 % 2 % 1/8 1000 S.H. 1 X 2 X 3/8 JAHB a YP.) TUBE MULLION JAMB (TYP.) TUBE HIILLIDN p8 X 1/2 SELF RB % TAPPING SMS TAI iY\we nw••—• 11N on — 2 % q N 3/B SEALANT BETVEEN TUBE MULLION SEALANT BETVEEN WINDOW FRAME VINBOW FRAHE a MULLION l MILLIOn B8 X 1-1/2 SELF Be X 1-1/2 SELF TAPPING SMS TAPPING SMS SECTION A -A (21 SECTION A -A (1) 1000 Ss. I X 2 7/16 X 1/8 1000 S.N IL1 x 2 7/16 % 3/8 JAMB (TYP.)� 1000 S.K.TUBE MULLION JAMB (T YP.) TUBE MULLION JAMB (TYP.1 ._ 6, � p8 X 112 SELF p8 X 1/2 SELF TAPPING SMS TAPPING SMS SEALANT BETWEEN WINDOW FRAME L HML10H \-p8 X 1-1/2 SELF TAPPING SMS SECTION A -A (3) X 4 X us TUBE MULLION 1000 S.H. JAMB JAMB (T SX tl8 % 1/2 SELF TAPPING SHS �LSEALANT BETWEEN WINDOW FRANC L WaLIGti pB X 1-1/2 SELF TAPPING SMS SECTION A -A (5) No X 1-1/2 SEALANT BETWEEN TAPPING SHS WINDOW FRAME L HULLION -asSEC X I-1/2 SELF TAPPING SMS SECTION A —A (4) / !14 X3/8 / TUBE MULLION d FRAME WIDTH ' q A . E c: or v E k 8 FRAME 5 S // HEIGHT B 8� 9m D" 0 or i A Oct E EXTERIOR ELEVATION o�a8a� DISCLAIMER: m. mmm.N n i2LBL008 NB anwhoseb_.wod me n,.evram.+e,wmme.�amx'q rm.ene, _AmY I.w ar C6�i � woos-mina®_'nuD 10 q ggBI o.Dua�vwesrroneewsawdpaem.w..Hq Wormed &3 ma0(mnas""' ow epelhd on Me(eneMllm poAid e ,eawmwwe loos now f^, Z m ame,on Iran. ancen 170 .4.e, am we so", socor noses am3.1. R receau Woorl, mnw Rrmmmn.rasru aaY, lo.tss.rsws,voBN eeR IaM robot ocaro mro armunw•w.nerer asruw sesame Wood S ad must be Crew or Nail Attachment In full contact with r shall) be Fin. Centerline of fastener shall be opproxlmgtely 9/32" from edge of Attachment Fin. DETAIL A Drawn eY: Ru <nea.d av:IH Robert]. Amoroso, P.E. FL UNDO No. 99]32 Drawing No. FLEX28120 Sheet 1 of 2 TWO BY WOOD DETAILS BUCK BY OTHERS 1 1/8' MIN. EMBEDMENT \ SHEATHING INSTALLATION ANCHOR Me WOOD SCREW (IYP.) EXTERNAL MULLION INSTALLATION CLIP MULLION APPLIES 70 HEAD & SILL WHERE I" X 4" & 2" X 4" TUBE MULLIONS ARE USED APPLIES TO HEAD & SILL WHERE I" X 2" & I' X 2 7/15" TUBE MULLIONS ARE USED 18 X 1/2 SELF INSTALLATION MCHO LAPPING SHS BB WOOD SCREW DETAIL 8 (TYP.) • For mtemole sill Pralines inn "5a1 is not ^a SILL CLIP bla. amabi.N Is c plable la uv 'InslPllollan / SEALANT BETWEEN Clip" " WINDOW FLANGES as $hows Or 1 1/B' NIN I. MULLION Dalai C. EMBEDMENT _A 7 sH 7HIM Oaa H AUXILIARY PLATE (FOR ADDITIONAL ANCHHORS., WHEE N REOUIREm el F p 11A 18 SELF TAP PING-`J SMS (TYP.) ` B TA�I,L.6 MULLION No ELEVATION TAX 1/2 SELF VIEWED FROM EXTERIOR O TAPPING SMS INTERNATIONAL, r n FLORIDA EXTRUDERS 2540 JEWETT L a'. SAN'ORD FLOE a non y (Vy, f1 4'° T . TITLE: SER. 1000/ 1500 FIN SHEET I OF d VERTICAL MULLION SECTIONS °3 z 6SEALANT BETWEEN mx� m 2503 ` SEE OTHER SIDE (SHEET 2 OF 2) FOR DOV FRAHE oz . a MULLION a c" `a. '& �(-,'p,' ➢ESIGN PRESSURE CAPACITIES us X 1-1/2 SELF �°v0 o u TAPPING 5Hs DRAWN BY: MSH APPROVED BY: WAB SECTION A —A (6) 3: r,4 _B+4^W:A� 6ATE:6/17/04 SCALE.. DWG.: IVMFIN FASTENER INSTALLATION INSTRUCTIONS - FLEX28120 #8 WOOD SCREWS: (K) R8 Wood Screw must be of Sufficient length to achieve minimum embedment of 1" Into the two by wood gaming or the build -down (Naming component (L) R8 Wood Soew spacing shall be as follows: . 6" maximum from each corner of head, sill orjambs, and evenly spaced between mmar fasteners but not exceeding 24" o.c. spacing in head, sill orjambs for the following mnfigurs ens a[ design pressures W 70 PSF: o eyebrow D half-drele arch 0 hall -eyebrow o octagon o fan a peneld a full,circe, 0 hag.crde o triangle a trapezoid 0 oval • evenly spaced between loner faster)ers but not exceeding 16' o.c. spacing in head, sill or jambs for the following configurations at design pressures to 70 PSF: o quarter -circle 0 clearter-circle well a has -fan (M) Wood screws shall not be used to fasten assembly Into end grain of wood. HAM: IN) Nails shall meet the following requirements: • diameter M rooter, 0.113" sufficient length 9 " Into Me two b wood or build -dawn um embedment of 17 8 1 t M to achieve minim / Y sading(len 9 hall mee[thlsr requirement), and herring (generally, nail r (ring) length or greater, eq ), helical (suety) or annular (ring) shank style Dory. (0) Manufacturer's nails meeting these requirements are (but net limited to) the following: • PaBode deformed shank nab, No. 404947, 404537, 650111 and 650148. Cum -Fast deformed shank mall No. 325. (P) Spacing of nails shall be: m of the head sill and ambs and • 6'hom eachm tt j • evenly spaced between corner fasteners but not exceeding the o.c. spacing In head, sill and jambs for the following configurations at design pressures 46 to 70 PSF: o eyebrow 7' are. spacing o half -eyebrow 7° o.c spacing 0 fan 7'a.c. spacing o haX-fan 5" o.c. spacing o RA -circle 9" o.c, spacing a half -circle 7"o.c. spacing 0 half -circle arch 7" o.c. spacing a quarter -circle 5" o.e spacing 0 quarter-drde arch 5" o.c. spacing 0 oval 15" Gc. spacing octagon 9 "eels spacing P g 9 o pendold 7" .c. spacing o triangle 7" o.c. spacing o trapezold 7" o.c. spacing .1. SILL P,W./DESIGNER SILL /tYPJ IB X 3/4 SELF TAPPING SHS 1 X a X 1/9 TUBE MULLION .1noasou, val,s", v `to X L4 Scar' viiiwv "LAMIN! TAPPINCI SMS I MLLLI7N woo SA NEAB <IYP.) S,XdT S[TVE04 vlxp"W 1.NE3 SECTION A —A (1) III LLU6M rwDO P.W./BE31"71ER J SILL atPA tX 2 LIb X1/9 TUBE MULLION I N__14 O SIR rprrBYM Ina NEAR (TTP.) SEALANT BETVEEN SECTION A —A (31 WINDOW TLA GES L ftiLleN r logo P,W�/EESITicat SEALMI 3RW J SILL <tTP3 WIMIRN MIMIC L ML%ICH \ 1 pB X 314 SELF TAPPING SHS I X 4 X Los TUBE MULLION (P) Spacing of nails shall be (continued): 6 • evenly spaced between comer fasteners but not exceeding the o.c. spacing In head, sill and jambs for the following configurations at design pressures to 45 PSF: o eyebrow 12" o.c. spacing a' 61 g o half -eyebrow 12' o.c. spacing rq el on o two IT-D.C. spacing 6 tl o half -fan 8• o.c spacing v q o full -circle 14' O.C. spacing E G o half -circle 11' D.C. spacing 9 R e o half -circle arch 12" o.c. spacing v a t o quartB" er-drde o.c. spacing No o quarter -circle arch B" o.c. spacing C 0 oval 24" o.c. spacing 0 octagon 14" o.c. spacing LL o panics] 12" D.C. spacing ,a o triangle 12" o.c. spacing- o trapezoid 12' o.c. spacing $ E a3O g `o (Q) Nails shag not be used to fasten assembly into end grain of wood DESIGN PRESSURE RATING at FDIC CODE COMPLIANCE S 3 E 135e8 (R) InstaBatlons depicted In these Instructions acceptable for design pressures to 70 PSF with fastener spacing In ,� o' a Notes (L) and (P). Design Pressures (D.P.) are positive and negative. Overall window assembly design t1 6S1 pressure may be less than 70 PSF and shall be determined In accordance with Note 13 of FLEX20100, m a 8 (S) Production Glazing may differ from that tested as aimed by ANSI/AAMA/NW WDA 101/I.S. 2 - 97 a E £ f E 101/I.S. 2 NAFS and applicable Building Code. See Note 12 and 13 on Drawing FLEX 20100 for further g details. '^ l 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 Telerate detais as applicable. 9 (U) See FLEX20100, Notes 10 to 15 for additioi.al FBC Code Compliance. qn B FRAME WIDTH z o G EVENLY SPACED AINCHAR g CHOPS nYP. pBo HEAD RA o T / FRAME HEIGHT Dater 12/27/05 E Ur sealer W5 SPACED .alas e• NS%. Down law RIA <fiecNedBY :]H Arranges 1YP. ( L SILL 1 61 MP)(. (IYP.) EXTER IOR ELEVATION ANCHOR SPACING ILLUSTRATION EYEBROW ARCH DESIGNER WINDOW Drawing No. FLEX Sheet 2 of 2 P,W./DESIGRER <TYP.) I N a X 319 TUBE NLLLIDN �_I8 X 3/4 SELF -LBW M TAPPING SHS MEAS ITYP.I �>'r710N A —A (21 -IOoll P.V./OESICKR 31LL ITYP,) pg X 3/4 SELF LAPPING SMS' 1 X 2 7A5 % 3/8 n r—t /!'NEE HL0.LICM I V•19 X 3/4 SELP -TWO SIL TAPPIKG SMS READ "Vila GCCT'ITTM A —A fix) •10"D P.WJOL316KR SILL <TYP.) XB if3)4 SELF ZAPPING SM/SS1 Y 1 % 313 1 1 / /UBE MAALIO ,-in; If 3N SELF ' as X 3/4 3EL7 TAPPING SMS 7APPIWI SHS HEART 11YP,1 FEARg TVP.I CTION &__& (3) SFC71ON A -A (6) APPLIES TO HEAr) & SILL WHERE I" X 4- gprt0 ` & 2' X 4' TUBE MULLIONS ARE USED DETAIL C ` `44 SHEATHING INSTALLATION Ar "R 48 VCD11 SCREW <TYPJ TWO BY WOOD BUCK BY OTHER P.W./OESIGNA R (tip.) %ULLICH MZ %4 %3/8 •'q ae tULLION ' L <_ A J L1 1/B' Hitt EMBElD1E VT FLFIaTH1V VIEWED (NON PIIRIOR Ilk DE1NL 8 APPLES 70 WM A SU. AMOE I• % 2' Y I• % 1 7/na' NeE 4UILDHS M3 I15T • Few oftem.te ppONn 'e$as< 94My is nit se, T9 X 714 SELr it Is ocnplabH "Pro to ore I(LUgCI AHOW TAPPING SNS "rmltlBaUtll lap law® 1lIRtW -1400 SN. SECTION A —A (7)OCR a anBxn M ;I"a Ia CLIP HEAD trip.) aI rta A 3t Pei.. III •<I[Mf H. I IIN 12) Ve a i6 ]52 n tk<m+ NA 52se3 TL UmdL 8540 dBW51R LANE FLORIDA EXTRUDERS 3ANP01D, FLORIDA INTERNATIONAL, INC, TITLE'SER. 1000/1500 FIN SHEET 1 OF 2 HORIZONTAL 14ULLION SECTIONS SEE OTHER Si➢E (SHEET 2 OF, 2) FOR DESIGN PRESSURE CAPACITIES �r r DflAiEN I3Y:MSH APPflOVBD BY: NA8 4�' DArB:6 7/0 RDALE:NTS DRGa IMMFiN SHEET- 2 of 3 SHEATHING 1' H" SY OTHERS EMBEDHENr GENERALNOTES rRAK WIDTH (WOOD SCREWI TWO S I� OHEA BY S tlroiq BeaGamml Hctm OrirMpft8X1pt80, 818et7a o 0 Olate 4.h) W tnHemrm Benas) Abu aiNka la eedn IWMedFmod Aknm iNn-Nr 3sriehann, w r..: SHIM AS REO'D. I!)DAnInpappaoNe rotTamDnpaetRs6bmt 9axrd 4� A (Nate I.b) efra— DY PERIMETER CAIR.I( RY OTHERS (Nap9e a,a 5 2.c.IN FRAME HEIGHT 1FH) PET(LNETER CALLN !ry DIHER9 (Nab 2.0� a 2,alD EXTERIOR FIMSH RY OTHERS CAULK BETWEEN _ vWxy FIN A. SHEATHING (Note at i ex ID SHEATHIRG - 9Y OTHERS PARTS LIST I F�•flnFmmq 8 'a • Him From 4 MallNed B HatUeed 8 Baad-AIpWVBryt 7 C�np•Ba Nate R) am [%FM&C tlCKF1ASmz/df(rhamdut brtad Am atane0 bi ANSYAAMA9A"UA Ia1n.B. B • 97or )GhEll. B NAPS and FASTENER MAX erpllwtH Baaap Cody, eae NaH lzaeW 13.13nab•S SPACING SHIM SPACE FtDI 201001r haamr dab®. (SEE RELOW) Holes UL)& enaam Modlp ateft d Nan Ylao m SNat) and �7 • Ncba lgbl%an5haalZ aflMa draAlnp.9xNota lH) PRAHE / I EQUALLY SPACE mgaNsq dnla�ilq. HEIGHT �/ FASTENERS (TYP,) {Bj'A'aad aemw endnelw)Adarod trelum wed to paraate �// malyWnlnpragimmanh are aaeW an 9euAern Plra al0a B B [ipedna dm3rdaS8. Sea Hr[slFDnprdlnp dwletla!r. IF1YA»dr rePNnp weA•adar demrAemrmued AomrWe daaad ro rantr8na dAwd ar roppip aNee mw! maN a dxClfflllnffagdlaall andambedrrwitµe Pane LnL See { G TUCH Nam lHOre�dn9 aavleNanr. A +II G' MAX. I HCBLH) Ia)Imeecgedamrioemamiavdhwnroardwamm is JATIO ry (il ... wv) bra,a - l n i (rTP.) " IWN, 1— EMBEDMENT (WOOD SCREW) SECTION A -A mi olr�maetmn.w axae.d 9'._ arat:-ro&are ��, tV gmnetv.•xHMaHrUbipar. A§AmuneW and emtrbM1pM VIENED FROM EIEMOR Imr Perq LW 8M Bak HI) aagrdarpdan. INTERIOR -JNISHHEAD- SILL BIIMydedaeen Mtamnd+a mbmumargidemerfi Paled L t. JAMR ANLHOR SPACINGNISN 8Y mwt4 appivad brman�IuhaNnrrrlMnerad hT'dhm' OTHERS Cmyn PraWaMandH acmrdatlwRlDl Hla eaPBradaeUld� WOOD SCREW - TO 70 PSF D-P, 24- aC. MAX. Cad- arW PrcAad ApPmval. __- 0) All RAW ngphoOholeam The dana@regwmd) Adlbe 306- NAIL - 46 -TO 477DP70 SF sr 1pa 7' MAX MAX, NAIL -Hdan-wirrbriG•emdauwnatlaehark danaAeralma 11 AS SEO'D, neBlwndadaprotllerAdcrderddmWnwAndl!)ama, NAx (Note Ltr) MWaad 9aavnrdlaalh efiitL fiD7hn•Madbtadeaft cam. swermr. TWO BY VOOD BY OTHERS gq (Note 4a) 12r FRAME WIDTH Min. '— 8UCK WIDTH SMW AS REO'O I/4r MAX. (Nate I.b) TWO 3Y WOOD Cgntprllne ei BY OTHERS faaterer /dote 4.b) SHEATHING f� BY g1HERS t� 8 4BWam aTao Am Suna.411%a mHlmum embedn•,aniaf t' Inca the abuoxd amsd wMbala. Bea Not(H) and DaWACotldadsMng"Nero 4Ad4 w DmwbB REXS01n 8 RaRg Hera Dahamed SimsNleB xlthnWnr" att8•dundWallIGA)and MOM of amhadmeMat I-718'ida tlaa atudurW'rwed rthrtraiw SasNoro lM and OOM A m IHa dmalnp and Holp4.b B8 mDtaxNp FLDIZa10a. PERIMETER CAULK BY OTHERS (Note 2a i 2.c,N I. HIN EMSEHHENT (WOOD SCREW) Attachment Fba BETWEEN �CAULK WIRM i14 1H)lND od Wow Sarow ar Nall Head must he (Hato 2,4 In full canlact with Attachment Fin. CD leaRne of faa(aner he 9.01) prwmant F B/OS' from edge of AM from A aetonanl Fln, DETAIL A b .c,l [X7ERIOR FINISH RY OTHERS3 of 3 De adml Rr P1Ar afdbNVAtln •�>ar$r. ca anew emaeva9ere mMiaarcHam piamdaaaArla rr ea K�PoW Y wA-+sa e.mn Aaeh eawmw+ct s,err Ilmai, aReIR/AaA ems n[utN ar mwnwezrtrm(>sar. rrAA �mrdatla Pakaan.wwme ertarrderrwml r aapgL aLUamaa H, wm ' l W'•I Drawing Na FLEX27120 Sheet I of 2 Fasten In 2 by frame with #8 or larger screw of sufficient length for i' 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 Installation. Make sure that slit Is level and ,Jambs are plumb, m SHEET: I c:\fia-extrud: OC BY WEBB CONCRETE OR CAULK BETWEEN BUCK BY OTHERS MASONRY WE14ING VDOD DUCK L UWIE 6 1 1) BY OTHERS MASI, OPENING BY OTHERS zes CAULK BEIVEEH WINDOW FLMKIE - l WOOD R1Ck a I-114 HIM. �� E HfiEBMENT Mucco- BY HERS PERIMETER CAULK BY UINCRS 1 1 RIGID VINYL GLAIING BEAD WJ1. TM) 'WINDOW HEIGHT IIEIGH II PERIMETER CAULK BY OTHERS 12) SHIM AS REO 1/4' HAX. (SEE MIES) B.W. (BUCK V10110 DIE 9Y WIND INSTALLAr01 DUCR BY ❑INERT (Nile 6 6 11 SHAH AS REO'O.1 1/4• MAX. RIGID VINYL (SEE Mies) GLAZING OCAD (TYP.T� FLANGE I1 PE (tYP.I(SEE GLASS NOTES) r Wi11nOV (RIME HEADER GL=rL FLANGE TYPE VI0004 iflAHC f SEE I WEES 1 N f IB CAULK BETWEEN .I 4111UOV (LAING E L WOOD OUCH PE (BUCK MCA Hit W.V. BY (WfHDaW VIDIHI STUCCO BY OTHERS FLANGE IYPE CONCHEIE OR ❑❑pp C -�� WIIOOV FRAME HASOURY OPENING �L SILL BY OTHERS •. Y I NUN.-: CAS SI LL I L L� Q BY UIHERS SECTION A -A W'W' VIEWED FROM A A B c EXTERIOR D k E J 8 K B W.FI, F G LH / I AwIal ELEVATION "`""•B' IMPORTANT INFORMATION & GENERAL NOTES iAwi R T7Wm .M awe PWNJpd Won.,*, plop, BWaINIIon of fla11de EA1lade, MWealoal p,odlA1s am muR be talkiwed RAY. -Vr xw GENHAL INSTALLATION IN5TRLICTIONS NCe[NI n 1) SHIN AS REED. At EACH 114STALLATION ANCHOR WITH LOAD BEARING SHIM. MAX o ALLOWABLE SHIP STACK TO BE Alf. I) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & )AMOS. u SILL MIST BE ATTACHED TO THE SUBSTRATE WITH VLLKEM 116 ADHESIVE CAULK OR y,R APPROVED EQUAL APPLICATION OF VTAKEH 116 ACT! NSNE CALLA OR APPROVED EQUAL AT FRAME SILL MUST COMPLY WITH SEAUNT MAMIFACNRER'S RECOMMENDATIQNS. 3) USE SHICONIIED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF a WINDOW FLANGE AND TO SEAL HEADS OF INSTALLATION FASTENERS. 4 FLORIDA EXTRUDERS IBM SERIES SINGLE HUNG IS SOYt 4. THIS PRINT ALSO APPLIES TO TI1F FLORIDA EXTRUDERS 1500 AND 000 SERIES CS SIN GLE (BE NUN. 21 5) WINDOW FI4J4E MATERIAL: ALUMINUM ALLOY 6063. i tluP. R.I.. ANCHOR INSTALLATION INSTRUCTIONS P .. AL 6) NAIL ATTACHMENT OP NON-47RULT11Ml CI4E BY SUCK IS 4' fRDM EACH COMB LN lefi/EEN ND B' )a BUCK 4 A UN CENTER. USE A 11MOENED T-NAIL• WITH A D09T DIAMETER DIAMETER 1 TER IT. ME It LENGTH (SIB' EMBEDMENT), A IIARDEIIEp'MASONRY MIL' WITIA 0.148' pIAFIETEP OTHERS AND 1 112- LENGTH (314' EMBEDMENT) OR EQUIVALENT. FOR MTERNATE SFCIION J A-NNU, USE A 0.113- DIAMETER COMMON WIRE MAIL WITH A )/V EMBEDMENT M [OHWCtf [W EQUIVALENTFBII MAKING LION-STIWCTUAL ONE BY BUCK IN TOA TWO BY HAMMYIIPEIIIIIG BY DINERS STRUCIURAL BRICK 7) APPllES TO ALL HONISI'RICfUML BLACKS Lf55 THAN 1 1I3' THICKNESS, NOT INTENDED TO 1.1141T TO NOMINAL ONE BY WOOD BUCK ONLY. OLC" GREATER THAN L' NOMINAL (3/4' THICK) AND LE55 THAN 7' NUMINAL (1 NI- THEM WILL REQUIRE X4 Fall, NB VOUD BRICK \-2 2 2 BY ORIELS (SEC NmE 16 L 2L LLINGT115UFMCIENCHOISMUEMIBE NOTESTAN 6. 14ADEREQUIREMENTSFOSION0F B All I AlU ON ANCHORS U NLS 11 N RS MUST BE MANE OF CORROS 0) ION WN RESISTANT Dlt BY V000 BUCK Y DOERS E a 1 TOP i1OlIAL) (NOTE 6 7 and 16A1 ' MATERIALS AVEAA S OR 11 CORROSION RESISTANT COATING A n AI`PlJE051XT BEfWI THE ENWIRONhiEII µn OP FMA TE AE IISEO IN I INSTALLATION ANCIOR SRRMTID .TIE WOOD HSUPPLIER RE q10 WOOD SCREW (MITE 16 and 6A> CONSULTED FOR RECOMMENDATION OfAC05 COMPATIBLE WITH DIE T PRESSLIRFPIE9ERVATIVe TREATMENT PROCESS HSED. SECTIO14 A_A (ALTERN 9) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REWIRED) WILL BE)/16-IN For inslDllotion with two b I 1 y MEHE D U R 10) WOOD SCREWS SHALL MEET ANSI 818.6.1 DIFIENSIDIUL PEQUBEMFIRS. with OF O DAB by WOO(t buCl(S 11) IF WOOD TENDS TO SPLIT, FOE -OGRE HOLES AS FOLLOWS: Be WOOD SCREW - 1El' OIAPILOT HOLE&61 1 0 WOOD SCREW - 9164 CIA, PILOT PIECE (NATIONAL DESIGN SPECIFICATION FOR W00D CONSTpUC00N). A R A L4, 3 ALA"., 9 r Ypto IleFLORIDA a g 9 290{ y' ISEE SHEET 2 FOR CONTINUATION OF NOTESi REV DESCRIPTION DATE INI INTERNATIONA , INC EXTRUDERS 2640 JI IT LANE ru1WX:Ax a MIU" No 1313 9ANF'ORU. FLDRIOb 1) ry uJ.1W6 Aa W i°ri'.Aln aw,u MlWANmr, 4123104 RJA •TITLE: INSTALLATION DETAIL SGL. HUNG FLANGE VINDOvS -SERIES HOOT, 1900 L200a E 4MYL➢LRCMrona vevw RJA DRAIN eY:BB APPagveO BY:RJA ' DA'TE:7/29/04 9CAlE: NTS CEO.: FLEX0016, SHT 1 OF 2 PL Y4Dan MP.) Y16' BIA. TAPPER IDS.* BY DIVERS -J ONE BY V000 BUCK BY OEHEHS ASS[ NOTE B L 9) SHIN AS REW1._ 1-]MB' HRH. 1/4, MAX. CAULK BEIVEEH EMBED ISEE NOTES) VINOOV FLRNG[ RIGID VINYL L VO10 BRICK GLAZING tlEAO INS(ALLAIID14 AlIC140R bR VDDO SCREW (NOTE 19) GLASS 4TYPJ Si UCCOJ YSEE NOTES) BY a MRS 5111H AS REO'0, Ile MAX. FLAWINDOW TYPE PERIMETERCAULK ISEE NOTES) NINDOV FRAME CAULK B J 1 A4 CALLA BEIVEEH BY UiHERi WINDOW FLAIICd:� RADIUS TYPE L V000 BUCK PE WINDOW TRANS RIGID VINYL rLANGE HEADER `...W. BY BY R (SEE TRUEST ' STUCCO - UK BY OTHERS AULN nctWrCH VINMW NE"1) SF_CTION B-@ _RNGE L PRECAST SILL VULkEH 116 ADHESIVE :AULK, OR RPNV'n, EDL. A FLANGE TYPE PENIHE TER WINDOW FRAMC C CAULK -I SILL B - BY U1HER1 1. IC(I(f I D j I File NH III-. row fo1 PlmHded W foal.. Wo9u A9.61dm W Hoof E.buho. Hxe1m.. NaAwta aMinYY Wa-..- na"' a T "' L".c: Yen Man GEIIEPAI INSTALLATION IIISIRWETa16 Nu LL,P \ P.R o RIIH AS PCRTO At EACH INRAHATONµOGA Win11D4D BFAE(1 yM MAX. N2AIIONIIBIE SHIN STAIN to o BE 1/4'. n USESIUEWINEn ACTAICMO 116BE11Np WI1100WMOIREAE IMILE APPLISILLNUp BERETREAD 70 OR APPROVED RIESIBBI RAZE WNAPPR 116A41(ESNBME AA41WWTMaVRA[MS AOHESNE SO APPROVED ON AFPROJEO K111M AT FUME SILL NUSI m11MY WmlSFAWII HMAKACiWUS MIRY WITH DAn PECW411EUPAOOIS. r 31 U5951BEONIZEM ACRYLIC CAULK FOR PENAL U SEAL MMO EXHIMOR W WINDOW FLAWA MITI TO SRLL HEADS OF IUSIALUDW FASIENERS, 41 HDRIBA EXTRUDERS IA00 SERIES SINGLE IWIIG 65MWK Tills PRINT ALE,A Md to AM ILORIDA x1. /EICp ILLS/� PXIRInIU51500 MW I" SERIES SINGLE IpIIGS. 'AIAN �' 51 WU FAME HAiIRUII MUMIMM ALLOY e063. f11ER1 LJ1361RHIlD WWN ApaItE WRVED POPTIOII OP WIIGOW FRAME 70 BE EIGIIAEREO BY DRIERS WUD UOAS/ 11LST By a SUFFIEIEIT ORD1411110ADEQUAIELY 7RAILSFEa TOAD Ha4 Wa0UW M TIE 51M1CIIAe Pfn MILK BET Ell MBE, SECTION 1]07,4.4. WOOD COCA L 71 MIAOOW UNI I all Be HULLED TO OTHER UNITS USING MIWIIAIH TUBEHU mSao h6XHM NAVY. OPENING I1457ALLATION SHEETS FW REQUIRE/TENTS. BY OTHERS CONCRETE WI AILI fall BASE AWATRI 11I5TRLTCnONS MASONRY OPENING BY DOI[RS o UAII , 6 ALL AnAOWE)Ra 1 IlnPsmlLtlBu ale for soot IS4 FPO5/ l.4DI TEES. VIEWED FROM EO M hAie•al"' ALOE lWl'Wm1A 41'UtA h1 MEIL1IMfa I III-ImaiwKENe' BY EWTVAL AARDEM AR' WmlA0.l ITA INI• N ORLRAIIAM FORJIMAD, IAMBI 115EA fUW, EXTERIOR MOALAHEI HONWI NMI W1'1 A 1/4' tea OfEq 0.111. OIAHEIEA [O WI AI WION AEI LWm1A34°DIBEG I ICdtf ORE INAIEM fOp iH! IIEW 4R E S1 TO I LESS AMR I UrR IaIXTHICIE MIINEENall NOBABY /ONOHlNM 9110 alb BY WUORQUIIRGAY, MGREATES R VAGIMLNEW ady. MGMTHAN PMINIMA LE55 AwlTN0. II 1/1' MUST UEWGIIIt SiA ICIENT 11' OT911L(3/4'1 REQl TO- EMI EM 01E L 10)ALi WILL REQUIRE KARLAND Eas HOST BE ARE 00 MOE -OBIT ANY M UMUS OR AWE A DORPOB 10) ALL INSIManaa1 PLam 5 PESInA1R fJ]ATIG AFP(IFO SUNARE FOR TIE EINIRDWEIO NO/Op FRAMING WTEPUL WHERE ANOIpRS E IRNME01I MMIOR1 R MING TAT A v SECTION A v . W.H. -A F VIEWED FROM R WOOD SU E PALE SILL of CIN6UL ED t FaR ME USED IN PIMUMEPNE DSAA T{VfiiR1Af WITH 9 TREATMENT AenwualoAnOH a Awou.Jaw Anus DFR PAF' B it) ALL FlEl0 StlPAlmlfaE51H OIF FANS TIP PEQIIIIIEOI�Re�RE56'ID OIMIEIERMENt PA.v..c lNeD, G A 11 W'DM SCREWS SHAH N FMail 514 fi. 1 D11WWOH,PENDIRfhfN15. 11) D WDOp tErW f 10 5A11, qiE BOPS 1gLP5 A! POl1aV5; 10 WOOD EIAtW • 1/tl' DNA. PIIOf Ilda \ i10 LAI HALF RADIUS SIRIVN, WOOD SCREW -9164•aA PILOT 1401E(ATIONVL DESIGN SPECIFICATION f WOOD Ca15fRUCila11. W. W, B C X E TERROR H / III opposite 1 u' Du Ue4eA cOHrAtt K E 1 n a w w unD n Ir6TaunuALone srw4a X l D61x 1 / 1 I / B E DGddmaf.wlwqu.mw blJya, eo ykmP.mm.w .m� A,.��„•R •� 1( B ..mww,.P.a�P,a Y,A.m ,w.eP.P..mn nmis.... .LTP•..Iu...,amu.. G 4..wcmn Poaaim.,lw..m ,bmeLl w[un.. btWTI mw u. .lam. ;•'- . ••w�wR . .Oho P�•In auu,c,^„.,mm, 1s w1EM w1rlDax a INSTALLED x 1 1 ESCREW mnlw . 10ACHIMHillaEaYWDDOBIIX114DIn ELEVATION HAUSE SOWA11/Ifi•DIA. TAWER CONCRETE SCAEWMSIRFIpENI L114 TD A611EW MILL EMeE011ENTW bIM'INiO A --•t 1ASaAy DV2 RARER. 16)SEE SIREN INORPER="H BASIMCAUSION so IMAETOOr A OFTENWil Dt51Gil;plans THE.14ElEGnalN API REV. EWIIEgEtMPFA O]IIOIETE iEBfW5 ANE 10 BE INSTAIIFn WISH ICING THE IXRBOR ELEVATION ASS. REV. - ii1.41 AVSy ISO SNEEf IF0R Q1N1IIWATa4WNDTE51 I UyI J.... REV DESCRIPTION DATE INI INTERNATIONAL, INC FLORIDA EXTRUDERS C "twuD nmD 3. a P A unaMD RJ 2640 JEIYEIT LAtkB r4RIWIGIE W wnxWuaw w, et31 qLD1 . m. MDDLD Im¢ 2J. SANE}J -(Na D MID/oR Aoom TITIS: INSIALLAFIW4 DETAIL SINGLE KIND RADIUS HL HEAD i tl �•" .` /99F RDAIM aHEflPIICES Ma w n� 4 IF YnEN51mli l n1u" AWSIRAnH aUDR NOTE FLANGE V/rRAHE BUILD DOWN - SERIES 1000 , 1500' 2000 1p+^I MDM NSC"MER MID APPROVED BY: RJA D cMIFICD watoll M ]A29f01 RJ DnAEN BY: JDH J.we MICAORd DATE:71291.1 SCARE: NTS DWG.;F1_EX004D SHEET 1 OF 2 .. ELEVATION TAPPER LOCATION CHART CA CALL BUCK LOCATIONS IN HEA OLOCATIDNS IN JAM SIZE SIZE Aar m Inv urn 10 IOPSf lwo 10 mw Tine W 16V _ I 16 1/41 9! B B f.G TO 13 16 Ala N 11 3/6 B B FA F,0 14 16 1/0 x D 5/6 B a F,G To 145 II 1/6 a S! W14 a a FG III IS is I/a [ at a B FO Fla 16 Is 1/0 x 71 a B TO 6,w 1 16114 RaJ a 9 fG ,JK 1112 25 1/1 x 25 a B ra IIU a! In x 37 3/4 B a FA F,G 1144 15 1/3 N 40 5/9 a O F.G F,G,ILI IH15 25 1/3 N 65 1/4 a B F,0 f.G,NJ LHS 35 1/2 I 82 a B TO I iLl UN 1 a 11 1! f B B FG 6H F„ 1 _Illt ! 1 3 A 9 g�g_ FGJM 30 0 N ]a 1q 1 ]N]! a - C- ,w V2x3e3/ i91/lwvJ/e B a fG F,G 1/1 X SG 3/1 19 1/2 9 5/ B 0 FG TA a I/1 2 So 39 1/1 2 SS5 11/14 B B F,G FMS. ,G,HI JO 1/3 2 65 I4 1/2 2 62 B B F.G f,O,H,I TO 112 x 34 34 in N /1 a B F.G.N,1 f,G.11,1 11 46 w a B ,0 i GJK , FRY" 23 sa . 11 3/6 a a TO PA 24 1e . 426n a a f.G F.GAA 24% S.. ea 1/4 a B F,G r.G H.1 25 34 1 61 a B FO.H.1 FG.H.I 16 ]6 all 8 0 F all 0 cl4l .a . . li F hIJN 2. 4 a 5 F G 0`- D1 . Ja 41 . D 8 B F,G FO li.l 11 1 a0 1/4 All 5/6 41 . 15 114 a 6 FG,II,1 42 1 50 41 . 55 B B ,G F,C.tlj rA,G.l 41 . 61 4 41 . 61 2 B 8 F,O.HI O,E.S.G.K1 41 . 74 41 111 11 B F.GjK O.E,FG,IA C 11t TO a 11 17 3 21 B A,C f.G FG 44.] a 3/a O . n 3/b a A .0 TO FGMI 30 !q U . 1q 11/4 B AL Fa i.GJi.1 le 54 1/1 41 a! B A,C FG.H,1 EJA 4d a e] 41 . 61 1 B A,C F,a ll,l D.E,f A.H.I 40 1 11 1] x it e IT AC ip.il,l f.G JJ. LF,G,G.HJ O,EF,O,IU,J,K- 1 N f.A ;C- 3) A 31 1/6 X A B - A.0 7 A i,CH,1 F' 3 4 5/6 ai169 ♦95e / / B AC FGHI GHI i... ! 1ax5s 1. I / / B AC Fcei D cH .Lf.. J 33 3: 57 1/a x a1 B A,C F.G.H,I D, 3a 51 K 11 0 A,C Fgll,l I T MIGHT 37 1/4 51 1/e N as 6 A i G J,N O,LF.G.H,LJ N • 37 SIZE 110E AVAILAEt[ W TOOT OR 150 5E . ANCHOR LOCATION CHART SEE NOTES BELOW CALL BUCK 1-Aawa1 M N R % �Ia„';o" • "'" SIZE SIZE SO.p to 40w, 11 . la HIPIF Alan W 46v 41w To ]W 13 RA/d 1 IT 3/16 A,C AC F.O F,0 13 is 1/6 x AS AI/1 A,C A.0 TO f.0 14 la III x !1 15/14 A.0 AC IA f.0 145 1s 1/6 1 3/ 10/32 A,C A.0 Fa IS OfFf 1/a / 64 !/la A,C A,C ,0 1a� O a 16 In I/a I IS 6/In A,C A,C F.G (v) r,G,HI 1111 25 1/2 Y ]d 1/Ib A,C A,C F,G FO 1113 ]! 1n X a 16/1 A,C AC F O F.0 HI4 20 I/7 1 A A,C AA FA 11145 13/1 2f l ] N U/1 A,C AC F.G F,O.HI IRIS A 15 1/2 X 14 2/16 A,C A F,G F,0I1,1 1118 75 1/7 x ]/ 6/16 A,C AA FA i,G,HI 10 1.12 X Ja 7/11 29 1/2 1 ad 1/32 A,C A,C FA FA 30 412 IT 19/3 a 1/2 N 41 19/32 A.0 AC F,G F.0 30 111 X 54 S]ry 21 1/2 K 51 27/1 A,C A.0 FA FA.H1 30 1/2 X 50 H/] 111/2 N N 15/3 A.0 A.0 F,0 F,G.ILI SO I/2 X 61 7/31 N I/2 X N 7/32 A,C A,C FA (A) FQHJ 30 1/2 1 76 7/32 29 1/2 X 75 7/32 A.0 A,C F.G,HI F,G.HJ (b) 22 36 x 30 5/16 A,a C A,B.0 F.G F,G 23 34 . 42 11/10 AB.0 ABC F.D F,D ( 24 36 . $I u/M A.B.0 AB.0 F,G F,G.H,I) 25 n . a e le / A,B. C ADIX FO o . ( ) FRH.I 25 36 . 67 s 16 / A0C BC A.. F.G,H,I (CANT 6 25 ]0. 76 5/I6 A,B.0 A,a.0 f,O.HA O,C.(O,NJ) 42 . 32 5/32 41 A 31 3132 A.%C A,B.0 F,G F,0 41 . 44 V IZ / 11 . 41 I3 Jl / AB.0 A.B.0 fG TENT D . M 35/n 41 . 51 15/31 A,B,C A.B,C r,6.Li 41 1 dJ 1/e 41 . m I5/ AA.0 AB,C G. F.G,HJ F,O.ILI 41 . dB 5/32 41 . 60 5/32 AB,C A.RC FO.HJ O.E,F,QH3 42 . To 5/)1 41 . 11 5/]2 Aa,c AB.0 FA.H.1 D,E.EG.H.1 48 . 33. 33 / 4/ • 5 / 3E ABC ABC r.c F O 461 57 13/32 . 41 . 41 Hn2 AB.0 i.G r,O.H.1 .a 1 » 3/4 41 . et 31/1: AB.0 &Oc AB.0 F. FgN.I 4 1 61 J/. 41 . at 1/0 AB.0 AB.0 H.1 F,G,HJ FG,HJ b) 45 1 70 5/31 47 . 6a 5/32 AAA A,B.0 F,G,ILI D,.G.H.1 1 45a1 !1 9 / 2 7.1 5I ♦ B / 1 ADC AB. L f,CJIJ .E.r,G,M.I to 12 51 I e a ]1 ABC ABC i.0 F0 3) Sl l e [ 1! 3 a / 1 AC ,B. dBC F D OII I r. . l l 5 I e X 61 ! 6 7 / / A R ,C A B C F,c,AT FG.H.I 115 5] I/6 N I3 1/. A.ITC A.B.0 F.G.HJ O,E.(.O,H.1 J5 5L 1/d N Ip A,B,C A.B.0 FQN,I 4E,f,0,H1,1 !B 57 1/S [ /9 A.B.0 AB.0 F: H: .FFG,H.1 (c ANCHOR LOCATION, CHASE AWES: 1. U'01... W HEAD, for J%a Wood See. Lilo 4111.1.cl'Two by' .Goa bock or 'on. by' wood buck/dacUNd bold-do.L 2. locodon4 In UMAR Aar 3116' TAPPFJ4 Conant. Sent. MW mn-4UUa1Wul Baca A can ... le ar Wosmu , 3. Lmolloat W JNIB Aar 110 Woad Sea.. InW 4I.I.al 'Iwo by' to a Wain. Indic.Iad by (a), N) or (a) atoam oddiUVWi 110 li Unwe .had be o4dad at Of following N.Abma. (o On. oddilkinal .Acne ,Uind A ..all jamb o1 loan... 'H' and 1'. (b) On. addiH.nal anana uqubod In loch lamb al locations '0' and V. (c) On4 adDUN1.1 uncnw 1.4u4.4 By ...h lomb 'K'.a1 l..1 'J' and '. 4- pnnmtl... gl..n ... ARr AWI radio. Aloof Wall, 1.4 I.dlu. .R o1 aholln. _ IMPORTANT INFORMATION & GENERAL NOTES (COAL) ANCHOR INSTALTAP ON NSLATa15 14mt1 511VOIA4TAPPERCONCREII(GREW(WITH NON-StRUCT ULONIBYWDOO BUCK), 121 INHERE WINDOW IS INSTALLED IN MIASOD IN OPENING M W A MIN 51kUC41A1 DH BY WOOD S UCE NOTE /L USE A 3116• CIA TAPPER MNCAM SCREW OF SUFFIC ENT LTA. TO ACIIEVE MIN. E14BEOMEm OF L-114• INTO ASDIRY OR CONCRETE 11) SEE 416 StMET FOIL YAPPER INSTALATON Wblg1 LOCATIUB GMT. 1ETIa, OESIIHATMW ON NN TAPPER LOCAL" O WIT INOIUR Wm, TAPPER CONCRETE SCREWS ARE TO BE VISIALLEOWHEN USING TIRE EXTERIOR ELEVATION AS A KEY. 11) IAPPEA IAWI) MANCREIA SCREW IWIINACNIIEO by PONFAS FA6TENING, WIC MUM USED, IM MX (W ELECT IEXTRd10K) OR TREK (Is, S MW50N STRONG -HE) CAN BE SLW$t=eO WRIT THE FOILOWIN6 HNRARaG FOR TRY SINGLE I6AG WINDOW SIZES D I IB 1/1. 62 µ0 it) 30 IN A 04; G EMT TO 65 PSG, OR fit INSTALL DIRER MD lM FASTEIEA IN EACH "A OVER GAME REQUIREMENTS AT IMATIUNS N NG I. 15) ALL REMAINING FACTORY MPUEO IISTMJATION FASTENER HOLES NOT USED Pal IAPEA C(YKAVE SCAE\Y IWTALLA110N ylO1AD K MUST Wool 66 WOOD SCAMS OF SUFFlCEM LT1. TO PROVIDE MIN. SIT Of. ENBEL TENT INTO WODO RIOT VIEWED FROM EXTERIOR (ANCHOR LOCATIONS) W.W.- F B C� D � E J K W.H. E- G LH { ELEVATION I10 WO OD SCREW WHITE U n SIR GTECTION TWO MY WOO ATI!I1 UST ND OPTIONAL ONE IY WOOD BUCK • SEC11U11 A -A AITERNAT! ILLUSTRATES IN 15 OPTION, SIMIUR !00. SfCT1ON A-B)i 161 VARRE WIHOM IS INSTALLED W H ISO ITY OPMA WITH A S7RUCRAL TWO BY WOOD BUD( USE t ID WOOD SCACWS IMS1 mccII OF SIAYIOFNT "TRIAL 10 AGINM 1 IIV MITI EMAIDNEIR IWO AE M0 BY WOM BUCK. HA) IF A TWO BY LOIL BY WILT BLACKEK, ARE MEET SEESECTION ALIENTALTERNATe World TO KARACHI fY9 SILTIa1 . THEN aT I WOOD SINEWS OF SOIAUOK OU. N SD AOIILYE 1. CO LAII. EHBEa1 you TSE LIRE BY T AM buU WBL M USED AS RIIRbR 1MIT 4A 7lt I O A you BE segue tD INN rwD BY Y1000 NW ASP ASS RI MIT TE6\1. IntID WD00 SCREWSONS. o<BISTAJLED AT A,4{MCIWY MR1fD WSTAIUTON 16) WOOD DOLE LOCATIONS. la) WOOD XPEWS SH41L IIDT BE USED ICI FASTEN ASSlMBLY INTO Tile BID fWUlll W WOOD DESIGN PRESSURE 0111115 6 FIRRIECHIRIM IB 19 If WINDOW I SEA IS NOT lam o n' I STEA AIgGR DRAT L B r, FOR RULTVAAL RLi( B45TAl1A ON WE T .A4K140R AI LLSiFllfalfEXTLMfER fOAnce lK mrY sDE lot Cl1AATi DESIGNpRES54RN AESE N) 7NnMLAHa4S DEpicADD OW INEI RSEWN IN �,101 DESIGN R�lDESIGN H.) 9TO N TO70 .I w. THE WIIYJOW SIZES SHOWN IN TALL OI.AI. DESIGN PRESS4AE5 (O/.)410WN AAE POSTIVE AHD IEWTNE 221 GLASS TES WITH THE, CA VARY PER THE RECVIRnM$1ENEm91 F ASS. MM a RU IMOV 77 COMPUTES AM Ed OR 1707.4.1A.M. ADIST RATES ANDf111uFr4Ellrs, 1707.4 4O FOR MLASOVE CANT DA CRIB IKTIRM SADIST 17wAA.1 EIE SIR BSIAIES AND 21) WOOD OR APPOD BUCE1 TRAINING 1114A T MAROI 1, lWl, FA TWO byWOODTRANSFER RJIX AMLCIJD 70nG AT THE HEAD NO Wild EOBE SECURELY SUBSTRATTENEDE LO T FAIL, S FIO LOAD 10 .1 MD lie E, INEERBy OR OIIEA STRLLTIJVL SUOSIAEF PER fBE, SFLTtaI 1707.4.4.1 AIG 11E ENGINEER a flECOP05 DETAILS W.W. IMPORTANT INFORMATION & GENERAL NOTES (tarot.) 0 C A 61100 a sruL n0N INSTRUCTIONS ficul E 3/1PDIA. TAPPER CONCRE7a SCABW(WnII WOR-6 UMUL ONA RY WOOD RUCK) ITOALII D 171 TAPPER (AWL) CONCRETE SCREW M XWACnMED BY POWERS FA57ENIIG, INC. WILL BE USED. 7AMOH (by RICO TEXTRON INC.) BE MEN Illy SIMSWI SrUOM. lE) CAN BE SUBSImnED WNH THE J K Fou, RGUPn Anommit THE$111(2LEIKW4WItMWUIL W.H. SIZE IS: G a) UNIT TO 65 M, OR F b) R QUIR WIN TS AT LOCATIONS FASTENER IN, FACT! )AMR OVER CURT AL REMAINING ACT OCAnW511 INSTALLATION NK)1. / CO All REMAINING UCTURT APPLIED D Wni l$0 HOLES NOT S OF FOR TAPPER CW101E1E SLEW IIK'fALLATON y101A0 UE FILLED WRIT IA WIND StTEYRS d SIYNCRNT 11H. TO H I PROVIDE MAIL 5151N. INUREMENT ItnO W000 OM. LH HALF RADIUS SMV14, d10 WOOD SCREW(WRR STRUCTURAL TWO BY WOOD BACK QfI (Nl BY WOOD EI OPPOSITE BUCN/STRUCIUML BUILD-DOWN)H V.W. 19) WHERE WINOW 15 INSTALLED III MASONRY OPENING WITH A STRUCTLW A j3 C TWO BY WOOD BUCK OR air BY WOOD BCWI RLCT R BNI D-OOWH USE a 10 WOW SCIEVK(ANSI A 121.1) OF SUFHOE T LENGTH TO AO NEVE 1.31W HIN NAIUEUHENT INTO 711E TWO BY WOOD BUCK OR 114E SIRUCtU M DU1LD'a3WM FM-IUIG CW4PW+FIR. 30 SEE SHEET I FOR INSTMU I TIA10 WOOD SUMS DW10 DW AT LIT nit D E IETTEn aEsl n IOGTIWN OARI IN DICATE NASA KEY. 910 I WHERE WOOD SCREWS ARE 70 BE INSTALLED WWII I151 N31Hfi 5120 REWLRli TI W A IRS ANEY. ALSO 1 OG / ! 'ANCHOR TONOWIT HONES' Rate 3, FOR WINDOW SIiEi PF IPIIG ADOITO � � W NAL ANCHORS list ANDItlGNINA J - K NI 610 WIX10 SCPEWSSIUIL UNIT BE 115E0IO fA1Te11 ASSEMBLY INTO 1tiE ENO GIWN OF W1wt1, W.N. 32 ALL AEFWI4WG FACTO RY RY APPLIED E win 5 OD S IE JO D 12 WOOD 1 I n F RNEA vfcl TUSE fOAA F C SCREW INS, ENDED N SHOULO BE Fit LED WfTI AB WOOD SCREWS OF 511FFlf3ENE I.M. TO PROVIDE NIII. 5/1 IN. EHBECg4E1R INTO W000 DUO:. DESIGN PRESSURE RATING A FBC U PEA IPFMEIRS H { 13) U EXACT WINDOW SIZE S NOT LISTED IN ANCHOR IOCAmm OWJ1T, USF Anctim QuWF11Y LIMB FOR NEXT LARGER SIZE, Kill HIE APPROPRIATE DESIGN PRE551RE REQ'0 FILL RADIUS SMWH 24)INSIMUA 4S DEPICT In INTHESE IIISTRIKTla6 a2EPfAa1E TOR aHIGN ABSyAES TO A PS FOR If B WINDOW SIZES SI TOWN IN THE O6VR. DESIGN PRESNRIS(D.P.) BROWN ARE M IRA AND ELEVATION NEGATIVE. ZS GLASS THIC KNESS NETS NAYVMY PECHONSR NCTI MUIIORTR MM"SS, )REQUIREMENTS VIEWED FROM 36S014KY MS WAIT CONCRETE OR TEA OTHER STALCI LSUBA.IFDa ANCI GNU104.1 FOR WOOD AN.4n.VD EXTERIOR MASONNY, CONCRETE MARH1.202RUCIl1ul5UBSIAIE5AW1)07AA.I FOR W000 OR APPROVED FAHIIG STRUCTURAL IMU MARCH L TOOL CONCR27) ETE HER STRUCTURAL AS 5UHE IRE HE 2E DESIGN TOTRANSFER 4.1 LOAD TO THE IIAy21AY, APPROVED 00 OTHER OMEA PER Far, IE PER FUG, 4. C D I I/ENGINE OR TO BfE RATED OR APPROVED FPAPIHG MFMBE0.5 PER FBC, SECTION 1I01.{,4.UNp TIRE ENGINEER W RECORDS DETAILi F I L S 'TaGF _-:Z SHEET: 1 of 3 CAULK BETWEEN �G p WOOD BUCN t fMNf Mot" Ill" "Di Ny a"I01'E)HNG CAILK BETWEEN WINE) W BY lDOtl:RS"Y A A FLANGE' L V000 BUCK 'E.. U... and, A (Note 2.. 1 2110 R ONIE BY 40Do DUCK BY OTHERS Junto 4o ma 1) CDIR:REIC ON / MASONRY UPEI)ING BY OMEBS Nlo to NI D D 0 QC EXIat HE FINISH --1F 4 BY t. a. `` d I_1/,' KIN, -- fNob B.. L BN.W� 0 A ELIBEOLIENI 8 .l A EKrE@10R ELEVAI ION A OUCH VIOM \� III" MAX. 511114 SPACE HER. ■ '✓ Sill• MAX. ENOCpICNI E / PEIi UtE1EN CAULK 5111N SPACE I ( I BY WOOD OY OTHERS SHIM A1' RCp'B �BL'CN BY OTHERS fHoly 2.. L 2.NU) (tld le i..) SHIN AS PEp'B fgdh 4. antl U FMAIIE © (Note 60) O NEIGNi B (f.H.) O 8 UUCN �) )4(UK)t OENRRAL NOTES � _ B,HI 11blot flee Oaroulilam OlawNU FIE%201w, Gned T CALK BETWEEN O2 ©7 (SlilH".t AS REO'0. 1i l HAVE BACK L J/ Mote L.1 (AT LR42. BarWa lY0E 0npner PoW ANMwm WOOD BackRPENINGs PERIMETER CAUL Wb.bwluL.wn. Alm .ppYuweb B.ya Nbb arq ' BY OOiOS p BY UTHE'RS ?mPOm11.1 Food AW.An. WWlowa. A (fats 2d L 2Lp ?iB9 (Tint. 2.. L 2b.Y) Tel 0uwR10 aPPerlda la Hamimpad NulabN plNYI PERIMETER CAULK MruWws, BY [ThEAf �DA0.K BETWEEN E %IEk1U1t f11115H lei PrW,rllm ObplU nuY man boor Wel WHp ss Sun to 2. L Ebn WINDOW FLANGE BT QTIIERf ilwW by NIRUAAAWNWWDA What,2.01N L VODD BUCN - I/1" IAA, IDIR.h, 2RAF4sdapla..N. O.WWp Cod.. Bo EXIEN ION FINISH pp lPq$OEUIY aat. aA t 2bl) SHIM SPACE rbb liana lam Ouwa,p Fie%]pimWaiWu BY D114ERS OPENING B^ CAULK BEIVEEN� 4 Q daN1U, -..-• FRA)E WIDTH BY UIHIEBS Dom ufT111S WINDOW FLANGE 101 Forfwlmnl LdcemnL Ouwwllm LeY Ebeel2d 4F•V'7 WIN INS L WOOD buck SECTION B-8 (II.1. a.. L 2.1 J Ohl. d,awba. Bit. Note 1111 nEwd.p d4NamM. (A.-p: W iQ I-1/4' MIN. LEI ConOab ooewedpa aWaroa nuumd hwrulP, umd.nN d mun.1mnrabaYAll a bnbnN. Sit..at. PARTS LIST EMINU LIEIO mw nwN m.a a wand 7 IN'. Mnlmwn bU, I RU- Flon is Flom, \.6•d 1 Lon' PA CONCRETE OA 011E BY MDIED and unbadmUY pat PUU List. Sao Ends till 2 A-FInDa Flame RIt4eM lC l9)S7 by 111HY BUCI( BY 0114ER$ S le ,it Thing. Forms CAULK UCK LEI BY OMENS byYrigaa,Nlb.•. -1- Wp00 BUCK L fNo tv A.. and N (N WmdN bppbrL avuw adBo d.broamunad ban 1 Not W.J 14ASOIIRY OPENING adosof000dtocaobrinoatwood atlopping Union 6 fblWad .1f, By OTHERS( 2u.B) SECTION A -A Show Mind dl nmd 1'. MYWnmube and a Glashwunds -mpNWayl (/ ''• '\ smbodautph Parr LlrI.BO NON IIIImpatlYp 1 OInUI -8.0 hots Jul and (of 1 DISCLAIMER; n+p.1... Noo.,WYe.a+aa dwadwu. 6 LIB•Ons Flat Hoed 11mo.b so" veal tj w.W a+.+✓..�rrr.wa+,wA.aW I+«mA. IGI AY AaH auppYetl hol..NWe bwri•IYIMW.dI WI minLnum waHnp badnlMwn1255gd1 2 a1 wit.-mw+. w.m,.aa raven. Nn+.l nave. xu •m b.LN'NUNmu.11w WW'..NsuavnW IAP enk.dmenl. So. Nal. MT m DOW IUMq W ru.wnw+rur xpwuwl•r Ylbwood.aew., and Nob 7 on DuwNp PLE%2B1m, ,•nF'• A .gabo"Olon-N 1.VnpYax•9w+l.W 11 An tl«NINn Ism Wur Yll nAnYnum 1. Nn,.ry Iwu.aer, P.+u1u.y.rwn,lmlRww, tJOl 1I Y RN a E,td Won. or TAPDnn Dc^.w wilh•owthan �r•/gW,B •, oY•Ir.[T ram uwe.•J. W l,w 1-- u.nnint , bupPmved b, Yr. mmW.<Wra to wlw.dm.n1.1 I.WV bdd'DNnINrN lw By 41a veto b,r rw'-aawNA Lae MMI' .n.n....d bY'.wsf Conan plot...b,ul n a.un..raawraNna.l A.Wu now.w... w�. Tisch; On FmnlnU So. N.J. ILT.11 NN Wawap b•vwwP••a..amwm+ww.....r w. mmdencs wall in. apPkabs BaMw, Cha uN and Hot. B m ONwnp FLEX201N. DFiulplu NO. FLEX28110 .,,..d.•.err PWdud APPr..M. Sheet I of 2 CONCRETE OR MASONRY OPENING BY OTHERS , CAULK BETWEEN WOOD BUCK L _ HAS'Y, OPENING P BY OTHERS 64Yte 2.aA 2.d UO' CAULK BETWEEN DOOR -- - FLANGE L WOOD BUCK (Note 2.a L 2AL41) PENIfIE TER CAULK BY OTHERS SECTION A -A SHIM AS REO'0 (Nate I.c) SA CAULKING REQUIRED ANDte 2.a L 2.dBD I. PARTS LLIST TWO BY WOOD BUCK OR L",,- ,,,,,"� ,,,,,,� FRAMING BY OILERS (Nat. 4.b L W) R EJI-HonUe flans WOOD 3 Jm-flenYS Fwna 1.0 ITHERS 4 11.4f•Penol 6 «-Pond 1.2) B Y618.•P... I /B mFookSI•Pand E118EOHENT BUIR 1. SAM[HERS SHOWN FDA B Olcelat-Bm HA.IelwWM CLARITY SANE PLNIC TOR Ill LIE-DW. FIal Head Cmoola Uaaw wiW Mnh.au STRIP A HOLYLIM TORE L STRIP ICFI]A STORES waNnp load In show d 255 to M 1 IR' nnuloarranL SPACED B' APART ON • c flea Nola NO) mN dlawbrpaM lnW7m Dawllq OPPOSI7[RAIIG[S.1 v p FLEA2➢Ili. .�. t'S 11 tlO Woodw lauulna 6aaw wlihYminbam TYP• 11e mlbadmad at l-LB' Into lots by bmWnp. Sae Nab O UP) enOnto 0103, pond MWatldn OmvrNp B FL Wpodi. 12 (N.J. ton F)LELRITUBeI.1 Ants ReamabAds IN.10 eJ on FlEX201mI RI a mnNlum enmetlmeM W 1'pm tlu mwmb N.Bm Nab (OI on M. � \\`'�J-� dwwnp end Nma D al DravMp FLEX281m. 1] BIB Wmd or TaWUnO 6uwY wIU13 mYlNnwn So, HotaW dnW.do p.'Oo. By Wad BDr. eAeY Bae lima IGI an W a tlmwBrp nIW Ilds B m Dr.wlV fLEM]plm. +-L/4' MAX SHIM SPACE OHE BY WOOD S.G.O. BUCK BY OTHERS I Q/B• HIM. HEIGHT (OPTIOUAL) -EHBEDNENT (Note 4a1.2) 'G . 2.6 W 2A8 SHIM AS WOOD BY OTHERS RED'➢ < (Noce Aa L W) 7 (Note LC) _ 4 �BETWEEN ONE B BULK TWO B L TWO FRN7ING BY OTHERS (Note 2.n L 2.IiJY) _ d SLFPERIN[TER A P CAULK BY P C11BEOHEN( OTHERS 12 4' HIM. Olate 2.o L e.dlll) IO -S.G.D. WURH -i- 111HDAAlY APPLI CAll1YJIW CONCRETE OR UNREST Eel OR s0 SAE ON me DA CaRCAR E (N.J. LdAu). HAS014RY OPENING Sliw AS REWIRED (I4C1. Ea). BY OTHERS-ECTION B-Q O a CONCRETE OR MASONRY OPENING BY OTHERS CONCRETE OR E F MASONRY OPENING r H A BY OTHERS is d q .1 CAULK BETVEEI4� 6 HMN STPIP L tl WOOD BUCK 5 ggg A q' (Hat. 2l L BAIA) 1'7/B' HIN ENKr (tyPA . Q d q B B a �p pppp /B' INK STUCCOJSHEATHING to o BY OTHERS HOOK STRIP A --I DETAIL _ A +a Y EXTERIOR F1_EVAIILIA bNw Ulnla, 2 PANEL DOOR SHOWN WIY xn (SEE NOTES (C), (0) L <E)) Ruwnan uA Q.o.a 1n RI Adamant L Amwsma, PAL DISCLAIMER: Ir Pna..N Rlnuua IN, 45751 WWJrF .YP`M Aavnnom o a.q• A•..�.• u..a •••. •w•+aa•«Y.«I Y oi.•.a Yb•P•lpoaoY �•, ✓ . .I ne•atl ,f l,, osdsl Am. R•6..YN.Imr acfal. VacL f.fm INI.L4 o11.GYay.YY+ I A ,L a1�o5 Ir1,SIMW1m1 r L A •�. l.<4tYr.ASamMlll An ,. /: .+WR•molo- m. .. +,..1 BTalAring No. FLEX24112 Sheet I of 2 FRALIE MOM may I 7/IL'OIA. C41NSL7[[UI[W WRN NON�ifpUCNpAL ON[RY WOOD [Ut]IAHO [DNCp[t! ..T'+- UR-DOWN, IY . \� --� \UIqq III MaLuunnwlldronNuwJuu try bwt Pat rbb Ul7 p..YN REL]slw, p 1' 17) VAAW aLudaaar mna„Y nM d WYr hLrRApnin\Kaml Mn n/ wtW Mall AN 11M nLb, W Ind Pmbl, WpbmsuAnnaNwl„ oame.Nn.ed1•Ifl'4a. lyy RulYvyn.wasn aim.1l 1Is, soNld WadeWybwKransowlb, unntl„ueA and yd ge {IEMiGLeR Iast..Ismo,Anibn.RiKU)Nr)w as JAIda, MVW nM1•QYtlMNe. p T / (gf.dmY w`LLw N..a PY Nan aL IQ) YW IRT btlow. �� AT A r NSFM[O AAW 1'Wl. /to WDIAN KNEW WITH SIAUCTVML TWO BY WOOD\UM AND CRACK Elt BU3E0-DOWN. USED (no) IM.1 WHEN TWO AV WCN IMPLOYlD W L3fU OR DNA BY BUCK (I IOU CONfIGUM FIRM NOT ANOWNIt OIL IL) mwa.Inaao K Yuukd a o •IwwrS anh a.manrd Mn M w.od bwk br nor h.•d. Yt NN lanwt Wa y /IOrmd rover dW&l Wglria MN«al•LY"An. YN.dwdnb bu Mo W•voN larA. Saa•ParO S WYonsNw ldlNr dnWq br asooJOM dla rq brWtrnuY.Sm flFY7p10a, OAa Lla WdlbnN a t p R. wWd..N4YtlfOYY. #p 6 (M.1 I a I Wood wawa NVtm by,shad wh .wtoad 0. andDr.Rd Rood. P ewLr ININNiYR IpYIp uuLa pi xan lPL 10)and lRlbm... B BRA W ANdtlAt PASTtNlq LIA[3N6 (t.s [I«atim Wn ea QN fhmL); Lqa p IM)y1l�a ENIERIOR ELEVATION IDL .mom nave 1p.nq pdM miobwc 7tr dd" pF . PmaWnm bun udlmmAdnaW, I\aNmhL Ntl prOA S� ward/ apaud banrmn mlw .naron k4 rc1 a..xAq 74' oL slwd'Y n lm•4 W a {`^nL g Jtlpl FASTENER SPACING OWSHOWN IPI /W wom nwmadnS4ulwa dR,wd's 37 EYEBROW ARCH DESIGNER WINDOW SHOWN AS EXAMPLE on,"Roannan aunm,n..aNYloodood . «erW lMaM btlw<enmmaYAw.bul lml scmbq lr ore .p•bq bamd, rOalurq tar n,. EXAMPLE: NE°''L�Bamtpl°ep°au R ayabw HEAD (CURVED PORTION) SECURED TO o loaDyvmw CONCRETE HEADER, JAMBS OR SILL SECURED TO a naapm p CMU AND CAST -SILL RESPECTIVELY Willi ONE BY BUCK • Nn 7B1 ____________________ ___ ___ __________ o Pan, 1UI USE 3/16" DIA CONCRETE SCREWS a war o AT 24" OZ. SPACING BETWEEN souwy� Lj ANCHORS AND SPACED 6' MAXIMUU FROM CORNERS. . N.n4Wd Y « N«N saA aF - s WVtl bdwlam oonv YheI1 NA nq .Atmilq IP as IP•dq ISR4NE M a lows, As tons Io1oa,Rpamdads HEAD E 1 CURVED PORTION), JAMBS OR SILL SECURED TO a q.ulraW ) s p•Y1AY-nb NN Auu tlf n/n STRUCTURAL TWO BY BUCK o Ra[lan k•WKIS ATTACHED TO CONCRETE HEADER, JAMBS OR SILL IDL SpbaBnllau l0l•odIP).bm. luudm Yu wd.Yr.ITVW nave lr al0 w.d.awminwYm Dnnosk'a (-------------------------------- USE btr.Nnp tlm wY.la•rh.n•. YYO DUYbWW Y61Lan IrmllabNkm UYr U+tll: QUAJ1n RI 1 10 WDOn SCREWS AT 12" O.C.SPACING [a.waM nwlNn rawmaeusowT Wtparm'arnN"IdNp wood B•.1 FIB wa.dnwum.iwnD wme\n+w w•4,mdmb iK Rua Rm or b1n.LL BETWEEN FASTENERS AND SPACED 6' MAXIMUM (RI UmAUwWon login amwMWmdLaweb mwaw al0 ,00d nawnedw, MaE WaINM, nm FROM CORNERS. (NOTE: 12' SPACINO FOR )or.Y duu mua.wrNudysabova rbAlG uad. EXAMPLE EYEBROW APPLICATION. OTHER APPLICATIONS MAY REQUIRE TO- SPACING QYSIox PPISSURl pATINOIfa[Wo![OHh1ANC\ PER NOTE (P)) If11nN•WrNu dalm3MNplaa YualGbna alorANAaw dulm Prn..mbll PSP. DNIBa M1.b.+b ID.P.) ul PnIYN. bd aIBNY+L. MML7 wYln:w MI•IR4Y/ tlaalPl waLn1. RNf Da ICa UNn DrN ahlxrb w IU1NN q..ntYY Y6Y W 1Fu14.MI4,mYud N Ymdafb wYA In, Il d RF%201D0. TYItaGUWq maY ADN bet tlW N Yo•adby AHSUANWM'AYpA IOIAS1•9/n IPI/I.S7 WISsdloplaoRLSaa Na H11q N m pAw.q IitY Nlw b bNvd d.NN, III Cava.Ik.d.r N htl.rWw mo p.mN b.al .aYa b.awN u W hmd, line Nay b M Rm,I.W man NYmad W ds ., A W YW W R,a eYa.lryr ¢wr N• w.0w W VLai Y4mNa qa W iRC W Ito apNaar d j) SEA PLC N Ypnk•LM vl W r4Ex1d11q Iwu W to 15 Its .nil.a IBc rm4 rcmpBN,a Draw ing No. FLFX201 I0 Sheet 2 of 2 P.V./DEIIWR IITP1 I A YI/s TUBE ) LION r.N,(4 " a `16 % 0/4 SELF �IwO SEE IAPPING HIS AO NIP.) .viulNALW ILAMCCS SECTION A -A (1) L 1W 1111 Flood P.V /OESIGCR SLL llyPJ 1 1B R Ll SELF \ IAPPIH4 SHS 1 K a //1Y L TAB //-;UK 14ALI124 L Imo PV./KSIQWR SILL IIYP.) /'10 A 0/4 TELr / lAPP04 SNS T1 YA Id218 TUBE f.I iw \_Ill a ]is SCLF -I080 SH 1PPPI NU SNS MAR IIYPI SECTION A -A Ii.l ION P.V.RDCSIGUCA SILL QYPI Ill X 'J/4 SLLI IAPPI14 SIT& I C 8 / tUK WALII OH / WINmWSEARLEI _ 1 t RAuoI A \-se R 3/4 SELF `JIGX,Is T-•ima SEE IMPOaG SNL \-ION SH III SAS H[AD 4TYP1 )who 41YP.) SEALANT SSIVEEN SEC TJOIN A -A (3) SECTION A-ti WIUDgV FLANGES L "ALIGN SILO IIY DESIGNER Vill I LLIVCSN SILL II TLNKL! PVAIC LIW[A HARSILL 1 MLL IIso o a REIE FB a ]A I[LI l rLLLIOI Top AG SHS VB Hill1[ 1e iWl /- IUBC FELL less / all R ]It S[Lf lop to IRS I e F X 3/0 0a(-',Ill-( r TUB[ IULLIO �--.0 A 3/4 SSLF -low SH. TAPphol SAS HEAD Ina) SECTION A -A L51 `IW { 3/1 SELr �-•Imu Sit IAPPII4 iNi READ ttTPA �TION h-A W IYRCK MIALgN 10 COIIfAC1E i JAUB (APP." ID Aw4B WIIERt 1' K 4' IQ 7" A 4' TUBE MOULABUS ME USED) CONCREIC m RASOaTY by OTHERS OIaC [Y WOOP�Y BUN BY GIRCAS Taw PV./KSIWCN SILL ❑YP1 RL ■ Ilia SCLr TAP/TITS SKS N 4 R ]/B / IUI[ IULLIOI YOlNLAIIdI AXGOA 7/Il' BIA IUP[R ICREV N[Itll ItaF) -1 1 IER4Ml H1llDV ols..LA1101 CLIP 1 1A4' RIN E`dKGC HI I4ALKH I I �-/B X 7/4 $LET 1APPTNG SHS - A SECTION A -A 1`7) 1 CAB 44111NO.) Wdan. A Black, P.E. ELEVATION 548 B Hr.Y 27 VIEWED FROM EXTERIOR Cln.m.l, FL 54711 FE uL.n,. No. 525e3 FLORIDA EXTRUDERSl2e o"ieweTAT'Leife ANFORD FLORIDA TITLE: SER. 1000/I500 FLANGE SHEET [OF 2 LG '� . IAA n« . HORIZO14TAL MULLION SECTIONS - j` Jw • I SEE OTHER SIDE (SHEET 2 OF 2) FOR « 52Gn] ' DESIGN PRESSURE CAPACITIES ' .A 1F 2lBIy N C, J UA111 .3 ORANN BY:HSH APPROVED BY: NAB DATE SCALE:NTS DWG.: IHNFLG SHEET: 2 of 31 1 xa r Ile 100D aN. Jatadtl YPII - �.UN�IAPPIIIG SNSJaIB IIYP 1. ; IUDC NULLIDH Ye A It2 S[Lf IAPPING2S ISLE SEC11ON A -A (11 I x a 1JIN m 1/e IUDC HIALiIW 1004 Sit law 511 JAHS III1,.1 JAMB Ile, 12 YB 1 1/2 SELF IAPPIRG SNS Iola sit JAHN It YP.I -e0 A 1-1,2 KLr ,ulal it's SECTION A-A-W a I x Ile r TIME MLLID14 loon sit JAIII IIYP.I 19 N I/2 SCLf , 1 APPIPO SHS �LSEALANT NEI-Ell' VIumV ILMMJIA 4 hid" IHI a8 x 1-112 TO IM-1101G SHE 'L IINatl BETWECa WI+IBOV HolfitS A HULL101 2 1 I N 12IJ2 SELF 1. IAPPim SHS A-A_(2) N d/B NULLIU4 SECTION 1 N 2 t/le Y 3/0 1 TUBE MULLIDN JA Taw a tl IIV P. i iuiuui -•v SECDOU L- 40 y 1.1/2 SCLf IAPPHIG SHS ��• SFCTIOIJ A -A Ill Ix a E]JB TUBE HU.LION EE/ 18 SELF DAPPING - $NS IIYP.I ga as x ill .... MEWED F %VIRG A n r 7 w x SCALAIII NEIVEEII " a - J a HULLIIM(AHCCS m C E YB a 1-119 SCLf TAPPING SNS SECTION A-A1jl� g P8t(al These 110011 Its FRONTdeY 10 allies Products and mull ba 106,014 Nov. A] feels CRRVNN ludlYNn(aegia 1 II slwaaxm L art at WOOD DETAIL PUCK YY OTHERS CORRCBEft OR rMsO v Q /- EY OTHERS I l/m' MIN. 6. FAIEW PA a H,Jrr~ INLAIm ArUa11 3/11' N1a TAPPET SfJt[V Sebdl DTp.1 CCiCRHAI ballwl wsluaMlhl cup TYPICAL gtnllal I0 cONCXEIE G HEAD tPLLION (APPLIES 10 HEAD A SN.L YAIERE 1' N 4 d 7' Y A' TUBE NUlLI0t15 ARE USED) re, .x am DETAIL 9 P hosir• . pre, Ym can 1, wl lxlrhb. S h Yt<•PIuW In I I"SIANCIAN f "..la alm, Oak V PCA (Tyr. PRIG n NI MR. SCREW "'clip ' 1•En r r/A b.xrRd. . 11LL CLIP Q1 IJ. "lit Q \.. Enuwcml `-PRECAST Sea. 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