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GENERAL NOTES. ANCHOR�OCATIONS 8 SPACWG � <br /> � i <br /> 1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY <br /> WITH THE FLORIDA BUILDING CODE FOR THE DESIGN PRESSURES LISTED. � <br /> 2)WO00 BUCKS DEPICTED AS 1X ARE LE55 THAN 1-t/Z'THICK.�X WOOD ' i <br /> BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. � <br /> WOOD BUCKS DEPICTED AS 2X ARE 1-12'THICK OR GREATER.ATTACHMENT <br /> METHOD OF WOOD BUCKS SHALL BE DONE BY OTHERS. �53-1/8"MAX.TIP-TO-TIP� 52-1l8"MAX.BUCK — � <br /> 9)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF ANCHOR TO � 52-1/8"MAX.BUCK 6+M� �—5'MAX ' <br /> SUBSTRATE EDGE(EXCLUDING FINISH OR STUCCO). ' <br /> 4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO 9�M�• <br /> THE SUBSTRA7E,USING SHIMS CAPABLE OF TRANSFERRING APPLIED T � � , ; <br /> LOADS. � � <br /> � � � 77" � : <br /> 5)ANCHORS SHALL 8E COATED OR CORROSION RESISTANT AS � � MAX. i <br /> APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE I I BUCK <br /> PROTECTED AS REOUIRED TO PREVENT REACTIONS.ALUMINUM SHALL BE � / I / . <br /> PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED IN THE FLORIOA � I 6'MAX , <br /> BUILDING CODE. T � I <br /> T 77, <br /> 6)ADHESIVE SEALANT SHALL BE USED BEM'EEN SUBSTRATE ANO FLANGE 17'MAX. � � <br /> - � I I MAX. <br /> OR FIN. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE I I BUCK <br /> OF INSTALLATION SHALL 8E DONE BY 07HERS. ' <br /> I I 78" <br /> 7)MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,2.7 � / f Mpx / � <br /> KSI CONCRETE AND CONCRETE MASONRY UNITS COMPLYING WITH ASTM � � TIP-TO- � <br /> C-90.GLAZING COMPLIES WITHASTM E1300. i , / i TIP � <br /> 8)THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. � � � I � <br /> THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ' • : <br /> WOOD SCREWS. 9��X � � , , : <br /> ------ ------- 5"MAX. ; <br /> 9)PRODUCT MAY BE INSTALLED INTO STEEL � . . <br /> OR ALUMINUM SIMILAR TO THE WOOD INSTALLATION DETAILS. � <br /> FLANGE FRAME � F�N FRAME <br /> 10)THE 200 SERIES WAS FORMERLY KNOWN AS THE 4000/4001 SERIES. WITH HEP,W-DUTY MEETING RAIL WITH HEAVY-DUIY MEETING RAIL ' <br /> i <br /> i <br /> TABLE 2:FLANGE WINDOWS TABLE 3:FIN WINDOWS - <br /> TABLE 1.FIN&FLANGE WINDOWS Min.Ed e <br /> BuckSize Des( nPressure Certification ���Type Subslrate Min.Edge Min. YP 8 Min. <br /> AnchorT e Suhstrste ; <br /> SaihStyle B Dist. Embedmant Diel. EmbeCmenl ; . <br /> W dth Hei ht (+) sf (-�psf Num6ers Wood(Southem Plne) 12' �_yg• �31'x 2-1/2' ,�rood(Southem Pine) 3/9• 1-7/16' � <br /> Nail � <br /> 52-1/8" 7T' Equal Llte 55 65 19(Y1003 Steei Stud Gr 33 3/B' .645(18 GA) #72 penheed <br /> 1l12 Steel SMS Woad(Soulham Pina) 9/18' 1-3/8' <br /> Alufnl�um�063-TS 3/B" 1/B" SMS <br /> �:o Steel,A38 yg' �(g- #10 husshoad y�ood(Southem Pine) 7/1B' 1-3/8' <br /> Screw <br /> , 1/4'Masonry Concrate 1' 1-3�8' . <br /> �h� Hollav CMU 2-'Il2" 1-1/4" � <br /> NOTE FORALL METAL SU95TR1TE5,SCRFW ElABEDMENi SHALL BE AlIN.3 TNREADS <br /> BFYOIm INSIDE FACF OF AIATERI.LL. <br /> , � <br /> �.��.:liill�, ; <br /> �. ,'i�'/. ��/� LY�'^B�' LYds 144'Yt TEM1Bflia'l�4(lPd7AQW7A� <br /> � ''� y '�? ' J.ROSOWSKI 01A8/13 ALUMINUM 8083-T6 �eM�'OfE�'•P`YQf <br /> - -" �cam�,awnTu�mm,'marrwc <br /> � .. ., Rntb�r� ,umr2]^REIAtr..w�ortffuva�lKe , <br /> OR <br /> - _ W]�B�TNt1'1�IC�M�N <br /> ` " • _ " A4TRYYMIIWInE�MWfIBf <br /> ' 18Yt9A0Y W/VfI4Ql.@3 � <br /> ' f ��� I^ — � �l+�; I <br /> lti <br /> [ �Ol,s �•1070TECHNOLOGYDRIVE � <br /> .%'� , y�,�.ict:� . :�� NOKOMIS.FL34275 n°` <br /> I <br /> !.�., FLCERT OFAUTH. 28298 SINGLE HUNG INST., HD MEETfNG RAIL <br /> �, � '�';��' � <br /> "y �=^._. ' A.Lynn Miiler.P.E. �w'°'� a�' B""` o"aa"" '°n. - <br /> ����:=:�._ P.E.St56705 SH-200 NTS 1 0( 3 1032412JR <br /> � <br /> � <br />