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�L �y 3s MAX.BUCK WIDTH SEE TABLE 7 MAX.BUCK 4VIDTH . 28•� � MAX.BUCK WIDTH j SEE TABLE 1 —~I I _� Mqx �_ i r SEE TABLE 7 ; _-_ 28' � . '12' I-+- � O.C. , _ 2"MAX. MAX. +��- i B.SEE -V M'�� I D,SEE��= I-'�- 4'MFJC.O.C. + -�r�� ' ��' SHEET 3_--- �____ SHEET 4 � .--.---.-T-�--`�____- B.SEE ---- � SHEET 3�-�� . A.SEE - � 12'MAX ' C.SEE. - ! � I �--I SHEET3i j � �_ ' SHEET4+ � ' �i A�SEE r--- ;�t � 12'MAX. I I � � r� SHEET3� ' � i � , ' � � / I I / � I �� 17.8fi7'MAX.O.C. � i '� � � / �_ � / 17.8 T MAX.O.C. � � � � /� MAX.BUCK � � � i a�Mnx J O i i � MAX.BUCK HEIGHT SEE � HEIGHT SEE ' � MAX.BUCK �'C' TABLE i �— TABLE� HEIGHT SEE X i 4 � 10"MAX.O.C. TABLE 1 - � X �j �' O i �--------� I �, : ___ -1- I I /— 13.771"MAX.O.C.i x � - 10";fJC.0{C. I � C _ ' ; - � 4 -1 I // A � A 13., 773'MAX.O.C. 1 � � � �/ 1 � I � a.in•MRx. ----- --- --- - ' ' 6'12_Max. _.�. D� � 2'MAX. �i Y�- B NOANCHORSATSILL � B NOANCHORSATSILI � ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME, ELEVATION FOR TYP.EOUAL LEG FRAME, ELEVATION FOR TYP.FLANGE FRAME, EQUAL-LITE CONFIGURATION EQUAL-LITE CONFIGURATION PROVIEW/ORIEL CONFIGURATION (SIMILAFt AtJCHOR DIMENSIONS FOR OTHER CONFIGURATION51 (COTTAGE SIMILAR) GENERAL NOTES.SERIES 5500 IMPACT RESISTANT,VINYL SINGLE HUNG WINDOW �, 1)THIS PRODUCT HAS BEEN DESIGNE�&TESTED TO COMPLY WITH THE TABLE 1: REQUIREMENTS OF THE RORIDA BUILDING CODE. Window Buck Size Reinf. Desi9n Pressure Certification SHAPES MAY BE USED BY 2)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X Configuration CAR Number INSCRIBING THE SHAPE IN INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY W IfJHI Height Level �+�PS( �-�pSI � � A BLOCK AND OBTAINING TO SUBSTRATE.WOQD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR GREATER. DESIGN PRESSURES FOR , 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY 7RANSFER 52'��8� 8�� Equal-lite THAT BLOCK 52E FROM LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE g2_�/g" 84" Std.ProView R1 50.0 50.0 190-285,1028 THE TABLE ON THIS SHEET. RESPONSIBILIN OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). , 52-1/8" 91-13/16" Custom Sash 3)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING 52_��8„ 84• Equal-lite � OR STUCCO.USE ANCHORS OF SUFFIqENT EMBEDMENT INSTALLATION ' ANCHORS SHOULD BE SEALED.OVERALL SEA�ING/FLASHING STRATEGY FOR 5z_�/g° gq" Std.ProView f� 65.0 70.0 190-286,1029 . WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OFTHESE INS7RUCTIONS. rJ2-1/8" 9�-�3/�6° Custom Sash , . 4)MAX.1/4'SHIMS ARE REQUIRED AT EACH ANCHOR IOCATION WHERE THE , ' " PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF � , - -- , , TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE _ " SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. _ : � 5)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RES15T THE � VINYL SH WINDOW FPA(IMP-RESIST.) 0 12/13/14 _ , �'"�� i= ' WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.TNE � GENERAL NOTES&ELEVATIONS �o J ROSOWSKI : � 1f . ' 3 3-'i/3%S T R E 5 5 I N C R E A S E H A S N O T B E E N U S E D I N T H E D E S I G N O F T H I S u u _ �:;,- PRODUCT THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF � - 'v . - _ _ , ANCHORS INTO WOOD.ANCHORS THAT COME WTO CONTACT W ITH OTHER ' Y o° '-�'" DISSIMILAR MATERIAIS SHALL MEET THE REQUIREMENTS Of THE FLORIDA CERT OF AUTH.#29296 C ' , �_ BUILDING CODE FOR CORROSION RESISTANCE. > ' �,�� ` ; 1070 TECHNOLOGY DRIVE K po �� N.VENICE,FL 34275 v - �� A.LYNNMILLER.P.E. � (941)-480-1600 d SH-5500 �; NTS � 1 OF 4 �z FPA-5500.0 �z p.E,#58705