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GENERAL NOTES: ANCHOR LOCATIONS&SPACING <br /> 1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY <br /> WITH THE FLORIDA BUILDING CODE FOR THE DESIGN PRESSURES LISTED. <br /> 2)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2'THICK.IX WOOD' <br /> BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY To SOLID CONCRETE. <br /> WOOD BUCKS DEPICTED AS 2X ARE I-lir THICK OR GREATER.ATTACHMENT <br /> METHOD OF WOOD BUCKS SHALL BE DONE BY OTHERS. <br /> 53-1/8"MAX.TIP-TO-TIP <br /> 3)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF ANCHOR TO 52-1/8"MAX.BUCK <br /> SUBSTRATE EDGE{EXCLUDING FINISH OR STUCCO}. 52-1/8*MAX.BUCK 6"MAX 5.MAX <br /> 4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO 9..MAX, <br /> THE SUBSTRATE,USING SHIMS CAPABLE OF TRANSFERRING APPLIED <br /> LOADS. T-1 <br /> 5) 77"ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS 1 <br /> APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR I MAX. <br /> MATERIALS SHALL BE I I BUCK <br /> PROTECTED AS REQUIRED TO PREVENT REACTIONS.ALUMINUM SHALL BE I I <br /> PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED IN THE FLORIDA I <br /> BUILDING CODE. 6"MAX <br /> --F-I <br /> 6)ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE 17*MAX- I i 77- <br /> OR FIN.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE t I MAX. <br /> OF INSTALLATION SHALL BE DONE BY OTHERS. I I BUCK <br /> 7)MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,2.7 I 1 78" <br /> KSI CONCRETE AND CONCRETE MASONRY UNITS COMPLYING WITH ASTM t j j MAX <br /> C-90.GLA7JNG COMPLIES WITH ASTM E1300. TIP-TO- <br /> TIP <br /> 8)THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. <br /> THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF <br /> WOOD SCREWS. <br /> 9-MAX. <br /> 9)PRODUCT MAY BE INSTALLED INTO STEEL 6.MAX, <br /> OR ALUMINUM SIMILAR TO THE WOOD INSTALLATION DETAILS, <br /> FLANGE FRAME <br /> WITH HEAVY-DUTY MEETING RAIL WITH HEAVY-DUTY MEETING RAIL <br /> 10)THE 200 SERIES WAS FORMERLY KNOWN AS THE 4000/4001 SERIES. FIN FRAME <br /> TABLE 1:FIN&FLANGE WINDOWS TABLE 2:FLANGE WINDOWS TABLE 3:FIN WINDOWS <br /> Min.Edge -Min. <br /> Sash Style De I P Certification I 171n.-Edge Min. <br /> Buck Size Anchor Type Substrate AnchorType substrate Dist. Embedment <br /> Width Numbers �H� Dist. Embedment -- <br /> - Wood(Southem Pin;)- I/Z. ,Va. .131" <br /> -=556-5 290-1003 ,045(18 GA) --W32-Panhead <br /> 52-IIW 77" Equal Ute #12 Steel SMS Steel Stud Gr 33 - 3/T Nall Wood(Southern Pine) 3/8' 1-7/16' <br /> AlumInum-6083-15 sm. SMS Wood(Southern Pine) 9/16' 1-318* <br /> Steel,A36--3ff <br /> 1/4'Masonty Concrete Screw Wood(SouMem Pine) 7116* 1-3/tr <br /> Anchor Hollow CMU 2-1/2" 1 1.1/4" 1 1 <br /> NOTE:FOR ALL METAL SUBSTRATES.SCREWEmaEomEmT SRVI BE MIN.3-FHREADS <br /> BEYCND INSIDE FACE OF MATERIAL <br /> INsftViM7VAA3=QTAM=WAW <br /> `wVJ.ROSOWSKI 01/18/13 ALUMINUM 60& <br /> M..d* A10PROM&TARKADFORTIMOFTM <br /> -7 <br /> 5w, <br /> B*� <br /> Z.070 TECHNOLOGY DRIVE <br /> NOKOMIS,FL 34275 <br /> FL CERT.OF AUTH.-29296 SINGLE HUNG INST.,HD MEETING RAIL <br /> . ...... <br /> . . <br /> . <br /> A.Lynn Miller,P.E. <br /> P.E.#58705 SH-200 17S 1 of 3 1032412JR <br />