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Sri MAX BUCK WIDTH WX BUCK WIDTH SEE TABLE 1 ' SEETABLE 1 28' � MAX. _MAX BUCK WIDTH 1r �- xe• D.C. r SEE TABLE 1 12' MAX. e.SEE_ MAX. 2'MAX. &SEE D.BEE d•MAX.O.G I O.C. SHEET) r MAX.r —T---- —� j SHEET 3 A.SEE 12.MAX BNEET 4 L 1 A,SEE —�-- - SHEET) _MA C.SEE I- SREET3l jam` SHEET4 i EQUALLY '/ 13.16116'MAX O.C. I O.C.1 SPACED -—�— EQUALLY Y1511C MAX. I t ANCHORS I SPACED x L"1 ANCHORS MAX BUCK x MAX.BUCK v y- MAX.BUCK HEIGHT SEE HEIGHTSEE ' X l 4 10'MAX.O.0 HE TABLE 1� X I li TABLE 1 x A TABLET j EQUALLY I Lr 13.13H6'MA%.O.G X SPACED - u` +,+,.�� 11 ANCHORS I A 1 EQ A LLY A 1"43116" AX.O.0 4'MAX" C I r O.C. 1 1 ANCHORS _ / - , 111 6-10'MNL 11 6.,W(—MAX B HO ANCHORS ATSILL 9 NO ANCHORS AT SILL 1 D 2*MAX-+I r- ELEVATION FOR TYP.EQUAL LEG FRAME, ELEVATION FOR TYP.FLANGE FRAME. ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME, E_qqA L-LLT.k CONFIGURATION PROVIEW/ORIEL CONFIGURATION EQUAL-LITE CONFIGURATION (SIMILAR ANCHSR DIMENSIONS FOR OTHER CONFIGURATIONSI .I I GENERAL NOTES:SERIES 5460 NON-IMPACT RESISTANT, VINYL DOUBLE HUNG WINDOW TABLE 1: 1)THIS PRODUCT HAS BEEN DESIGNED 3 TESTED TO COMPLY WITH THE Window Buck Size ReinL Design Pre�re CBrtl0ea00n REQUIREMENTS OF THE FLORIDA BUILDING CODE. COR}Igure6On Le-I CAR Number Width Height l)Psi (•IPsi ( � 2)ALL WOOD BUCKS LESS THAN I-I lr THICK ARE TO BE CONSIDERED IX 40" 63" Equal-I@e R4 50.0 50.0 190.1032 INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD SUCKS DEPICTED AS 2X ARE I-IN'THICK OR GREATER 52-118' 64° Equagrle IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER 52-118" 75' Std.PmVieW RI 50.0 50.0 19D-1030 LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBUTY OF THE ENGINEER(EOR)OR ARCHITECT OF RECORD,(AGRI. 52-118' 86318° Custom Sash I 3)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING 52-1/8" 84° EqualAte OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT.INSTALLATION i ANCHORS SHOULD RESEALED.OVERALL SEAUNGTLASHING STRATEGY FOR 52-1I8° 75° Bid.PfoVieW R2 65.0 70.0 190-1031 WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS 1 52-118" 86318° 1 Custom Sash BEYOND THE SCOPE OFTHESE INSTRUCTIONS 4)MAIL Ile SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT RUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF i __;��•.:�;.r�� TRANSFERRING APPLIED LOADS.WOOD BUCKS.BY OTHERS.MUST BE + SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. �+ ,=VINYL DH WINDOW FPA(NON-IMPACT) $ 12/13114 = 5)iHE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST - WINO LOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE `GENERAL NOTES&ELEVATIONS a JROSOWSKI �• 33-ID STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS $ . 6 I IS U PRODUCT.THE INCREASE EHA NOT WAS USEDNTHE FOR THEFTHIS EVALUATION OF ® _ - S•,T"rif :•'1:.� ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER - V%C'� :• DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. _'h!;:L 1070 TECHNOLOGY DRIVE � �g I N.VENICE,FL 34275 a; u; ALYIM MILLER P.E. (941}480-1600 DH-5460 N NTS ll 1 OF4 a FPA-5460.0 �? P.Er34Tos !