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GENERAL NOTES: ANCHOR LOCATIONS&SPACING <br /> 1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY WITH 53-118"MAX.TIP-TO-TIP <br /> THE FLORIDA BUILDING CODE FOR THE DESIGN PRESSURES LISTED. L52-1"/%�-�BUCK 52-le MAX.SUCK <br /> 2)WOOD BUCKS DEPICTED AS IX ARE LESS THAN 1-1/2"THICK 1XWOOD BUCKS 52-118"MAX.BUCK 6"MAX 5"MAX <br /> ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD ;i�� . <br /> BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER.ATTACHMENT METHOD OF MAX- ------ <br /> WOOD BUCKS SHALL BE DONE BY OTHERS, -4 <br /> I <br /> T <br /> 3)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF ANCHOR TO i 76" <br /> SUBSTRATE EDGE(EXCLUDING FINISH OR STUCCO). I MAX. <br /> 4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE I <br /> I BUCK <br /> I <br /> SUBSTRATE,USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. I 1 6"MAX <br /> -F 6)ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR <br /> SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS 17'MAX. I 75- <br /> REQUIRED TO PREVENT REACTIONS,ALUMINUM SHALL BE PROTECTED FROM I I MAX. <br /> DISSIMILAR MATERIALS AS SPECIFIED IN THE FLORIDA BUILDING CODE. BUCK <br /> 6)ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. 76" <br /> OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF MAX. <br /> INSTALLATION SHALL BE DONE BY OTHERS. TIP-TO-TIP <br /> MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,2.7 KSI TIP <br /> CONCRETE AND CONCRETE MASONRY UNITS COMPLYING WITH ASTM C-90. <br /> GLAZING COMPLIES WITH ASTM E130D. <br /> 9'MAX. <br /> 8)THE 113 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION.THE 5"MAX. <br /> 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS, <br /> 9)EQUAL LITE SHOWN.ANCHOR QUANTITY AND SPACING APPLIES TO FLANGE FRAME T— <br /> FIN FRAME <br /> ORIEL SASH UNITS AS WELL PRODUCT MAY BE INSTALLED INTO STEEL <br /> OR ALUMINUM SIMILAR TO THE WOOD INSTALLATION DETAILS. 53-1/8"MAX.TIP-TO-TIP <br /> TA13LE 3:FIN&RANGE STANDARD WINDOWS 10)PASS-THRU PRODUCT HAS NOT BEEN CERTIFIED FOR WATER 111�7L "MAX,BUCK <br /> INFILTRATION AND MUST BE LOCATED IN UNEXPOSED AREAS. Buck Size Design Pressure Certification 9"MAX. <br /> (+)fp�(-)Psf Numbers <br /> Sash Style f <br /> 11)THE 200 SERIES WAS FORMERLY KNOWN AS THE 4000/001 SERIES. Width Height (+)Psf T- <br /> -Equal Ute 55 55 190-478 479 <br /> 52-1/8" 75' 51-112' <br /> Orlel 9 <br /> -THRU) 55 4�3"'�94/j MAX. <br /> TABLE 1:FLANGE WINDOWS{STANDARD AND PASS 17" BUCK <br /> Min.Edge TABLE 4:FLANGE PASS-THRU WINDOW MAX. 52" <br /> Anchor Type Substrate Dist. Embedment Buck Size - ign Pressure Certification T—'l MAX. <br /> sf TIP-TO <br /> Wdod—(S-Mn Pin.) Width Height psf s Numbers <br /> 4 TIP <br /> VIO Steel SMS Steel Stud Gr33 3/8* .045(18 EA) 151-1/2!'l 65 65 190-1002 <br /> Aluminum-60B345 3/8" lie" <br /> Steel,A36 3Ar I/jr <br /> 1w Masonry Concrete 1. I-WEr <br /> Anchor w Z`U I 2-1/2- —1-1/41- r FLANGE FRAME <br /> NOTE:FORALL METAL SUBSTPATES-SCREWEMSEDMENT SHALL BE MIN.3THTEADS PASS-THRU WINDOW <br /> BEYOND INSIDE FACE OF MATERIAL I, <br /> lij "/ A-W. wr: wart <br /> TABLE 2:FIN WINDOWS(STANDARD NNOOV) <br /> J.ROSOWSKI 08 <br /> Min,Edge 108/11 ALUMINUM 6083-T6 <br /> Anchor Type SUL-stralle Min. <br /> Dist. Embedment ANDPROPOMMY.hopomoN,,m, <br /> 1-10 X.135' Awnwwwonevn� <br /> Roolng Nall Wood(Southern Pine) 318" 1-7/16" <br /> 5*�— '- <br /> #12 fie—nhand :� : . <br /> Wood(Southern Pine) 1070TECHNOLOGYDRrVE <br /> SM NOKOMIS,R.34275 <br /> 10 TTU­o I as r FLCERT.OFAUTH.:29296 <br /> SINGLE HUNG INST.,ST <br /> Screw Wood(Southern Pina) 7/16" 1.316" FLO, D.MEETING RAIL <br /> ............... A.Lynn Miller,P.E. W.Abdub Sol%- &�.t I-.M- <br /> SH-200&2DDPT NTS I of 3!.E.B58705 <br /> 103241 1JR <br />