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MAX.BUCK WIDTH , <br /> MAX.BUCK WIDTH SEE TABLE 1 . <br /> SEE TABLE 1 �7 28� MAX.BUCK WIDTH <br /> 28' 12` �_ I M�. � SEE TABLE 1 <br /> 12" � MAX. B.SEE MAX. I O.C. 2 MAX. <br /> B,SEE M�� � ��C� � SHEET 3 i D,SEE --� �-- 4•MAX,O.C. � s <br /> SHEET 4 <br /> SHEET 3 A,SEE <br /> A,SEE SHEET 3 '12�MN(. C,3EE <br /> / �q.� / _L SHEET4 / ; <br /> SHEET 3 <br /> V.86T MAX.O.G / � <br /> I � —L— I � 17.8 T6 MAX.O.C. � I I / � <br /> � I MAX.BUCK I �- 4'MAX. � � MAX.BUCK � <br /> HEIGHT SEE � MAX.BUCK O.C. HEIGNTSEE <br /> �— TABIE 1 TABLE 1 <br /> X, �0'MAX.O.C. ' H TABLE EE X � j <br /> -� Q � o � <br /> � �— 1 � � / i <br /> / A ians•Max.o.a Q — �o•M� � � <br /> X / <br /> / c <br /> 1 / n �a.na-nenx.o.c. <br /> ( <br /> 8-1l2°MAX. 6-1� . ( <br /> NOANCNORSATSILL D�"-------- 2"MAX. —+� r— t <br /> g � B NOANOIORSATSILL � <br /> ( <br /> ELEVATION FOR TYP.FLANGE FRAME, ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME. { <br /> ELEVATION FOR TYP.EQUAL LEG FRAME, PROVIEW/ORIEL CONFIGURATION EQUAL-LITE CONFIGURATION � <br /> EQUAL-LITE CONFIGURATION (COTTAGE SIMILAR) (SIMIUR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONSI <br /> i <br /> TABLE t: <br /> � <br /> GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT, 1Nindow Buck Size Reinf. Deslgn Preswre Certification � <br /> VINYL SINGLE HUNG WINDOW Width Height �fieuraCon �eVe� �+�psf (_)p�{ (CAR)Plumber � <br /> � <br /> 7)THIS PRODUCT HAS BEEN DESIGNm 8 TESTED TO COMPLY WITH THE �� 63" Equal-lite R4 SO.O 70.0 'ISO-702L' 1 <br /> REQUIREMENTS OF THE FLORIDA BUILDING CODE. 36" 62" EC)U8I-IRB SFiAPES MAY BE USEO BY j <br /> INSCRIBING TNE SHAPE IN <br /> 2)ALL WOOO BUCKS LESS THAN 1•12'THICK ARE TO BE CONSI�RED 17C 36" 62" Std.ProView R4 50.0 50.0 190-10PT A BLOCK AND OBTAINING j <br /> INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY �A 6�-9(�6' CU3t0fY1 SBSII DESIGN PRESSURES FOR ` <br /> TO SUBSTRATE,WOOD BUCKS DEPICTED AS 7XARE t-1/2'THICK OR GREATER THAT BtOCK SIZE FROM � <br /> 7X ANO 2X BUCKS(WMEN USED)SFIALL BE DESIGNED TO PROPERLY TR4NSFER 52_i�g" $Q� Equal-lite THE TABLE ON THIS SHEET. � <br /> 10A0S TO THE STt3UCTURE.WODD BUCK DESIGN AND INSTALLATION IS 7}� <br /> RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OP RECOR�,{AOR). 52-1/8" 84" Std.PIOVI@W R1 50.0 50.0 190-1021 <br /> 3)ANCHOREMBEDMENTTOBASEMATERIALSHALLBEBEYONDWALLORESSWG 52'��8� 9�-��/�B' CUStO111S8SF1 a <br /> OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT.INSTALLATION 52_��g" $Q^ EquaNite f <br /> ANCHORS SHOUID BE SEALED.OVERALL SEALINGJFLASHING STRATEGY FOR <br /> WATER RESISTANCE OF INSTALLATION SHALL BE DONE BV OTHERS AND IS 52-1/8" 84" Std.ProView R2 65.0 70.0 190-1026 � <br /> BEYONDTHESCOPEOFTHESEINS7RUCTIONS. �-�/B" J1-1S/�B` CustomSash I <br /> 4)MAX,1/4'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WMERE THE .•.�'� ,1 f�������i . <br /> PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF '� ' �'�`=' �,�'i r � <br /> .•���'` •' �' ' <br /> TRANSFERRINGAPPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE t. �=V�c"•-:�;� � { <br /> SUFFICIENTLYANCHOREDTORESISTLOADSIMPOSEDONTHEMBYTHEWINDOW. ��C', `� � • ` <br /> � VINYL SH WINDOW FPA(NON-IMPACT) ` 12H3/14 . '�' ''•'�' =''�'� � j <br /> 5)7HE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST hIE o , <br /> WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE � w = � <br /> 33-1/3%STRESS INCREASE NAS NOT BEEN USE�IN iHE DESfGN OF 7H�S � GENERAL NOTES 8 ELEVATIONS �c�" J ROSOWSKI �. , . G�� ��_ tt' <br /> PROOUC7 THE 1.6 LOAD DURATION FACTOR WAS USED FOR 7HE EVALUATION OF � _ ()^'1� IS r�-' ( <br /> ANCHORS INTO WOOO.ANCHORS THAT COME IMO CONTACT WRH OTHER � _ 5'-••�C:`^ j <br /> DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE RORIDA CERT.OF AU7H.it29286 <br /> � zo , '�:,J°:• t <br /> BUILDING CADE FOR CORR0.SION RESISTANCE. � rv v _ ,�," G i;`\ <br /> 1070TECHNOLOGYDRIVE > • ��`�i:^,�,�;,'�_ �; ; <br /> N.VENICE,FL 34275 � _ °�g �''' " ' j <br /> (941}480-1600 �SH-5400 ,� NTS " 1 OF 4 o z FPA-5400.0 �z a��N MILLER P.E. � <br /> �n �n P.E.#38705 <br /> ! <br /> i <br />