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GENERAL NOTES:SERIES 200 NON-IMPACT SINGLE HUNG WINDOW <br /> 1)THI3 PRODUCT HA9 BEEN DESIONE�&TESTED TO COMPLY WfTH THE REQUIREMENTS OFTHE FLORIDA <br /> BUILDIIdO CADE,INCLUDINO THE HIOH VELOCITY HURRICANE ZONE(HVH�. 63•1/B'°TIP-TO-TIP WIDTH <br /> 2)SHUTTERS ARE REQUIRED WHEN USED iN WIN0.BORNE DEBRIS REGIONS. 62•7/B'BUCK WIDTH 62-1/8"BUCK WIDTH <br /> NOANCHORS 48.1/B' 49•1/B° <br /> 8)FOR MASONRY APPLICATION&IN MU4MI-DAOE COUNTY,U3E ONLY MIAMI-DAOE COUNTY APPROVED MASONRY VISIBLE LIGHT <br /> ANCHOR6.MATERIALS U9ED FOR ANCHOR EVALUATIONS WERE 80UTHERN PINE,A3TM C80 CONCRETE REQUIRED IN VISIBI.E LIGHT e'MAX. <br /> MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHORTYPE,SEE TABLES 6&8,SHEET 4&6, FRAME HEAD 8 3'MAX. �-- -��D <br /> 4)MASONRY ANCHORS MAY 8E USED INTO WOOD AS PER TABLE 6,6HEET 4.ALL WOOD BUCK8 LE88 THAN A <br /> 1•1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS,1X WOOD BUCKS ARE OPTIONRL IF UNR 18INSTALLED � <br /> DIRECTLY TO SUBSTRATE.WOOD BUCK9 DEPICTED AS 2X ARE 1-7/2"THICK OR GREATER.IX AND 2X BUCKS B°ry�qX,FROM — -- ---�T—• � �31� t ���. <br /> (WHEN U&ED)SHAIL BE DESIONED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESION CENTER OF / --�-• <br /> AND INSTALLATION 19 THE RESPDNSIBILRY OF THE ENOINEER OR ARCHRECT OF RECORD. MEETINO / 21" ��Q� '� VISIBLE <br /> y��� / MAX.O.C. 78' / LIOHT <br /> 8)ANCHOR EMBEOMENT TO BASE MATERULL SHALL BE BEYOND WALL DREBSINOOR STUCCO.USE ANCHORS TIP-TO B"MAX.O,C, <br /> OF SUFFICIENT LENOTH AB 6PECIFIED ON TABLE 8 6 8,SHEET 4 8 6.NARROW JOINT SEALANT 16 U6ED ON ALL T�P � <br /> FOUR CORNER3 OP THE FRAME.INSTALLATION ANCHORS SHOULD BE SEA4ED.OVERALL 6EALINO/FLA3HIN0 - - -- ��,HEIGHT <br /> 6TfiATEOY FOR WATER RESISTANCE OF INSTALLATION SHALL BE OONE BY OTHERS AND 13 BEYOND THE 9COPE A BUCK <br /> OF THESE INS7RUCTION3. HEIaHT 77° <br /> B'MAX.FROM / _ �� / BUCK <br /> 0)SHIMS ARE REUUIRED AT EACH ANCHOR LOCATION WHERE THE PRODLICT IS N07 FLUSH TO THE CENTER OF HEIOHT <br /> SUBSTRATE.U9E 3HIM9 CAPABLE OF TRAN9FERRIMO APPLIED LOAD9.WOOD BUCK3,BYOTHER9,MUST BE MEETINO <br /> 8UFFlCIENIIY ANCHORED TO RESIST LOADS IMPOSED ON THEM BYTHE W WDOW. RAIL � / pa• � / <br /> MAX.O.C. <br /> �DESIGN PRE33URE5: <br /> 0.NEGATIVE DESIGN LOAOS BA9ED ON STRUCTURAL TE3T PRE9SURE,FRAME ANALYSIS AND OLASS PER ASTM <br /> E7300. —•-►D <br /> B.POSITIVE DESION LOADS BA9ED ON WATER TEBT PRESSURE,STftUCTURAL TEST PRES&URE,FRAME B° •-•-�B NO ANCHORS REQUIRED <br /> ANALY3IS AND OLAS8 PERA6TM E1300. MAX. IN FLANOE FRAME SILL 3'MAX. <br /> 8"MAX.O.C. <br /> THEREQUIR DDESICiNPRESSURE�THE331l3%BTRESS NCREASE BHA3NOT EENU3EDSNTIiREDES1oNO�� TYP.FLAfVGE FRAME ELEVATION TYP.INTEGRAL FIN FRAME ELEVATION <br /> ANCHORSDTHAT COME8NT0 CONTRACT WITH OTHER D SSIMILAR MATERULLS 9HAILL MEET E R QU RE EN7S (TESTED UNIT} (TESTED UNIT) <br /> OF THE RORIDABUILDINO CODE FOR CORR0910N RESI9TANCE. <br /> 9)REFERENCEB:TEBT REPORT9 FTL•8478;ELCO ULTRACON NOA;ELCO CRETEFLFJ(NOA;AN9UAF8PA ND&2005 <br /> FOR WOOD CANSTRUCTION AND ADM4008 ALUMMUM DESION MANUAI. <br /> 10)THE 200 SERIES 91NGLE HUNO WINOOW WAS FORMERIY KNOWN AS THE 4D00 SERIES(FLANGE FRAME)OR OUIDE TO SHEETB: <br /> 4001 SERIES(FIN FRAME). GENERAL fJOTES........._.............1 <br /> ELEVATIONS.........................._._.1 <br /> DESION PRE33URE RATINO IMPACT RATINO DESIGN PRESSURES.......,...2 6 3 <br /> VARIEB, NOTRATEDFOR IN6TALLATION,FUWGE.............4 <br /> 6EE SHEET6 2&3 IMPACT RE6ISTANCE INSTALLATION,INTEORAL FIN...B <br /> WINDOW SHAPE9 AND 3A9H CONFlGURATION9 A8 SFIOWN BELOW OR SIMILAR,MAY BE USED BY INSCRI8INOTHE � ANCHOR�UANTITIES.................8 <br /> 9HAPE IN A BLOCK AND OBTAININO DE810N PRE9SURES FOR THAT BLOCN SIZE FROMTHE TABLE80N 8HEET32 a 3. OU�ZINO DETAIIS,..........._.......,7 <br /> CORNER ASSEMBLY....._....,.,.....7 <br /> EXTRUSION PROPILE3..............8 <br /> �- WIDTH y{ �- WIDTH -�{ PARTSLIST...................................8 <br /> ------ ----- •___ ----- <br /> PxODUCT RBVISBD <br /> �/ // // � as oompiying wlf6lbo FtatlQa <br /> ��l 1 1 I I I!I Building(bde <br /> / R�v7wd Data ����pnt AccoptanwNo �' 013 <br /> \����p�`l�.....�V1/(�� i�� �'' eadmnvn�o Kv <br /> HEIOHT HEtGHT � ' <br /> � ��,. ��eNSF'•,'� � 10/10/11 2010 FBC NOTE B <br /> � �' `' •.*% <br /> RevWd By: Oote: R�vl�bn: SNlun DadaProduot n <br /> �/ �/ � �/ ;�t: No.58705 �: puoNptran: omwn Byi � <br /> / �-o'••,�'�"t��t° �I ,�c�= GENERAL NOTES&ELEVATION J ROSOWSKI <br /> �P '�. STAT �F ; _� <br /> Ecun�ure rarnnewiow� AAq1TOPPROV�NI/ORIFL MDIUBTOPEQUALLffE �iC�''•.,FLORIOP.•'��� 1070 TECHNOLAOY�RNE n�bi DoN: <br /> �''�SS10NA�����\ N P0.'C OX 1 �5 g27b SINGLE HUNG WINDOW INSTALLATION 05/11l11 <br /> i���������� NOKOMIS;FL 34274 yy�ao/ModeC Seab: ShNt: Drow7np Na Rer. <br /> A.LYNNMILLER,P,E. r,�� OF AUfFI.�29288 SH-200 NTS 1 OF 8 MD-SH2O0-01 A <br /> P.EJi 68706 <br />