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ANCHOR LOCATIONS jS�PACING <br /> GENERAL NOTES: <br /> 1)THE ANCHORAGE METHODS SHOWN 14AVE BEEN DESIGNED TO COMPLY <br /> WITH THE FLORIDA BUILDING CODE FOR THE DESIGN PRESSURES LISTED. <br /> 2)WOOD BUCKS DEPICTED AS IX ARE LESS THAN 1-11T THICK.IX WOOD <br /> BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. <br /> WOODBUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.ATTACHMENT <br /> METHOD OF WOOD BUCKS SHALL BE DONE BY OTHERS. 53-1/8"MAX.TIP-TO-TIP 52-1/8*MAX.BUCK <br /> 3)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF ANCHOR TO 62-118*MAX.BUCK 6-MAX 6"MAX <br /> SUBSTRATE EDGE(EXCLUDING FINISH OR STUCCO). -7 <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 Z ( 77* <br /> 1 5)ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS I MAX. <br /> APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE i I BUCK 1 <br /> PROTECTED AS REQUIRED TO PREVENT REACTIONS.ALUMINUM SHALL BE I 6"MAX <br /> PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED IN THE FLORIDA <br /> BUILDING CODE. 77- <br /> I <br /> 6)ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE 17*MAX. I MAX. <br /> OR FIN.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE I I BUCK <br /> OF INSTALLATION SHALL BE DONE BY OTHERS. <br /> 78" <br /> 71)MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,2.7 j MAX.TIP-TO- <br /> KSI CONCRETE AND CONCRETE MASONRY UNITS COMPLYING WITH ASTM <br /> C-90.GLAZING COMPLIES WITH ASTM E1300, <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. 9"MAX. I — ————— <br /> 9)PRODUCT MAY BE INSTALLED INTO STEEL <br /> OR ALUMINUM SIMILAR TO THE WOOD INSTALLATION DETAILS. FLANGE FRAME i FIN FRAME <br /> 10)THE 200 SERIES WAS FORMERLY KNOWN AS THE 40OW4001 SERIES. WITH HEAVY-DUTY MEETING RAIL WITH HEAVY-DUTY MEETING RAIL <br /> TABLE 2.FLANGE WINDOWS TABLE 3:FIN WINDOWS <br /> TABLE 1:FIN&FLANGE WINDOWS SI <br /> Min.Edge Min. Anchor pe Substrate Mirt,Edge Min. <br /> Buck Size Design Pressure Certification Anchor Type Substrate Dist. Embedment Ty Dist Embedment <br /> Sash Style .131'x 2-712-- 318- 1-7116' <br /> Width Height w nsf psf Numbers Wood(Southern Pine) liz, 11vr Nall Wood(Southem Pine <br /> 65 190-1003 912 Steel SMS Steel Stud Gr 33 31W .1345(18 GA) #12 Panhoad Wood(Southern Pine) 9/18* "Ar <br /> AlurninumtQ63-T5 30 <br /> 52-1/9' 77" Equal utTe5s SMS <br /> Steel.A38 30" ifir #I0Trunshe2d Wood(Southern Pine) 7116' 1-31W <br /> Screw <br /> 114"Masonry Concrete 1. <br /> Anchor Hollow CMU 2-112" 11-1w <br /> NOTE FOR ALL METAL SUBSTRATES.SCREWEMEOMENT SHALL.BE MIN.3 TWE&M <br /> BEYOND WIDE FACE OF MATERAL, <br /> It 11 nwlOmneror WzCNa=WxCR COAAM <br /> J.ROSOWSKI 01/18f13 ALUMINUM <br /> W0=9uFrun0AV. Or= <br /> II <br /> FO—*. <br /> le— 7 <br /> FU <br /> co, IT TECHNOLOGY DRIVE <br /> NOKOMIS.FL 34975 <br /> 'A S1 = . FLCERT.OFAL(TH. 9296 SINGLE HUNG INST.,HD MEETING RAIL <br /> :2 <br /> -------------- <br /> . ...... A-Lynn Miller,P.E. s' ry <br /> P.E.#68705 SH-200 It 1 of 3 1032412JR <br />