Laserfiche WebLink
GENERAL NOTES. ANCHOR LOCATIONS <br /> &SPACING <br /> 1)THE ANCHORAGE METHODS SHOWN HAVE ' <br /> BEEN DESIGNED TO COMPLY WITH THE FLORIDA 73"MAX.BUCK(XO/OX) 73"MAX.BUCK <br /> BUILDING COOE FQR THE DESIGN PRESSURES 110"MAX.BUCK(XOX) (XO/OX) <br /> LISTED. � 110"MAX.BUCK(XOX) <br /> 2)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 6-1/4" <br /> 1-112"THICK.1X WOOD BUCKS ARE OPTIONAL IF <br /> UNIT IS INSTALLED�IRECTLY TO SOLID MAX. <br /> CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE O,C. <br /> 1-1/2"THICK OR GREATER.ATTACHMENT MEfHOD � <br /> OF WOOD BUCKS SHALL BE DONE BY OTHERS. <br /> 3)SEE TABLES FOR MINIMUM EDGE�ISTANCE �Z-��4� <br /> FROM CENTER OF ANCHOR TO SUBSTRATE EDGE M�• <br /> (DCCLUDING FINISH OR STUCCO). g2°M/�(, � � O.C. 62°MAX. � � <br /> 4)SHIM EACH ANCHOR LOCATION WHERE THE BUCK � � � BUCK � � <br /> PROOUCT IS NOT FLUSH TO THE SUBSTRATE, <br /> USING SHIMS CAPABLE OF TRANSFERRING <br /> APPLIED LOADS. <br /> 5)ANCHORS SHALL BE COATED OR CORROSION � —� � <br /> RESISTANT AS APPROPRIATE FOR SUBSIRATE <br /> MATERIAL.DISSIMILAR MATERIALS SHALL BE <br /> PROTECTEO AS REQUIRED TO PREVENT <br /> REACTIONS.ALUMINUM SHALL BE PROTECTED <br /> FROM DISSIMILAR MATERIALS AS SPECIFIED IN 1-318" I <br /> FLORIDA BUILDING CODE CHAPTER20. �1�� �_ � � —�J 6-1/8"MAX.O.C. �_3/8"MAX.� <br /> 12-1/4"MAX.O.C. 6-1l8"MAX. M,qX, I <br /> 6)ADHESIVE SEALANT SHALL BE USED BETWEEN <br /> SUBSTRATE AND FLANGE OR FIN.OVERALL FLANGE FRAME,XO INTEGRAL FIN FRAME,XO <br /> SEALING/FLASHING STR.4TEGY FOR WATER <br /> RESISTANCE OF INSTALLATION SHALL BE DONE <br /> BY OTHERS. TABLE 2:ANCHORS FOR FLANGE WINDOWS TABLE 3:ANCHORS FOR FIN WINDOWS � <br /> 7 MATERIALS USED FOR ANCHOR EVALUATIONS Mln.Edge Mln. Min.Edge Mln. <br />, ) Anchor SuhsUate Anchar Su6strate <br /> WERE SOUTHERN PINE,2.7 KSI CONCRETE AND Dlstance Embedment Distance Emhedment <br /> CONCRETE MASONRY UNITS COMPLYING WITH — P T.Southem P(ne(SG=.SS� 1/2" 1-3f8" 2-1/2'x 113"Box Nail P T.Southem Pine(SG=.55) 5l78" 2-7/16" � <br /> ASTM C-90.�LAZING COMPLIES WITH ASTM #10 Sheet Metal Screw, Aluminum,6063-T5 mi�. 3/8" 1/8" 2-1/2"x 131"Common Nail P T.Southem Pine SG=.55 3/8" 2-7/18" <br /> E1300-04. GS Steel or 410 ( � <br /> Stainless Steei Steel Stud,Gr.33 min. 3!B" 0.0346(20 ga) 2-1/2"x 145"Roofing Nail P T.Southem Pine(SG=.55) 3/8" 2-7N6" � <br /> 6)THE 1/3 STRESS INCREASE WAS NOT USED IN A36 Steel 3/B" 1/B" P T.Sauthem Pine(SG=.55) 1!2" 1�/B" � <br /> THIS ANCHOR EVALUATION.THE 1.6 LOAD P T.Soulhem Pine(SG=.55) 1!2" 1-318" Aluminum,6063-T5 min, 310" 1/8" j <br /> DURATION FACTOR WAS USED FOR THE y�6"Steel Ultrecon Concrete(min.2.7 ksi) �^ ��� #10 Steel SMS Steel Stud,Gr.33 min. 318" 0.0346 0 a <br /> EVALUATION OF WOOD SCREWS. Cz B) <br /> Ungrouted CMU,(ASTM G90) 1" 1-1/4" A36 Steel 3/8" 1/B" <br /> 9)IFTHEEXACTPRO�UCTSIZEISNOTLISTEDIN NOTEFORALLMETAlSU&STRA7ES.SCREWEM9EOMENTSHAlLBE611N.�iHREA0.50EYONOW510EFACEOF NOTE:FORALLMEfAL5U65rMTE5,5CREWEM8E0MENiSHALLBEMIN.�THRFJl050EYONDIN510EFACEOFMATERIAL. <br /> THE TABLES,ALWAYS ROUND UP TO THE NIXT MA�� <br /> LARGER VALUE. <br /> TABLE 1 DESIGN PRESSURE XO SHOWN,SPACING ALSO <br /> Wlndow euck Size Frame Deslgn certlflwdan � � � APPLIES TO OX AND XOX <br /> Wldtli Helght TYPB ConfiguraUon + � �r p <br /> ( )p (.)ps{ Numbers <br /> 73" 62" FinlFlange XO/OX 60 65 190-033 <br /> ���I� <br /> 110" 82" FinlFlange XOX(1/4-'l/2-1/4) 60 65 190-456 �� <br /> �� Ny LYNN�� i��, ae.��: o� �mmr �����n� <br /> ;���,r0_ • ., �(��� J.ROSOWSKI 06/22111 VINYL ��y,��� <br /> : Q'�. ��GENSF ..'P � R,Y,ae�: mm: Rewe�n• armv�+ePa�ru+r.rroruarrnvoFrr� <br /> OOpn�YfWieE05EDM�N <br /> MT/O'fYKT11Nfil1E WR�NiYlIHI <br /> +�� No.SB705 * �9°����TM�4 <br /> : _ � � <br /> "0 ' �' 4 �O70TECHNOLOGYDRIVE <br /> p '. !/�9 �� .'.U.l� NOKOMIS,FL 34275 � <br /> - p ST TE F • � FLCERT.OFAUTH. 29296 HORIZONTAL ROLLER INSTALLATION <br /> %� �•.FCORIDP.' \?. <br /> i�S • �� A.Lynn Miller,P.E. �� � � °iwb9'N` �'" <br /> �'�S��NAL E?�� F.E.#58705 HR-410 NTS 1 of 3 1062211JR <br />