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GENew�NOTEs. ANGHOR LOGATIONS I <br /> &SPACING ! <br /> 1)7HE ANCtiORAGE METNODS 5HOWN HAVE <br /> BEEN bESIGNED TO C4MPLY WITii THE FLORtDA 73"MAX.BUCK{XO/OX}�� 73"MAX.BUCK(XO/OX} <br /> 6UILDING CODE FOR TNE DESIGN PRESSURES �1p"MAX,BUCK(XOX) 110"MAX.BUCK(XaXJ ' <br /> LIS7ED. i I I <br /> 2)WCSOD BUCKS DEPIGTED AS 1X ARE IESS THAN '."� � *'.��� B-1fA" � <br /> 7•112'THlCK.1X WOOD BUCKS ARE OPTIONAL IF � MAX. <br /> UNI71S INSTALLED DIRECTLYTd SOLID � � <br /> O.C. i <br /> CONCRETE.WOOD BUCKS�EPICTEO AS 2X ARE <br /> l-1t2'THlCK OR GREATER.ATTACHMENT METHOD —�_ � <br /> OF WOOD BUCKS SHALL BE DONE BY O7HERS. <br /> 12-1l4" � ; <br /> 3)SEE TASLES FOR MINIMUM EbGE DlSTFN10E M(�(, � <br /> FROM GENTER 6F ANCHQR TQ SUBSTFtATE EDGE J O.G J � <br /> (EXCLUDING FINISH OR STUCCO). 62"MAX. � � 62"MAX. j / j <br /> 4)SHIM EACH ANCHOR LOCATION WHERE TNE �UCK u�� BUCK � � 1 <br /> PRORUCT IS NOT FLllSH TO TttE SUBSTRATE. � <br /> U9�NG SHIMS CAPABLE OF TfiANSFERRING � <br /> i <br /> APPLIED LOAdS. - ' <br /> 5}ANCNORS SNALI BE OOATED C}R CQRRQSION � � <br /> RESISTANT A3 APPROPRiA7E FOR SUBSTRATE � <br /> MATERIAL.�ISSIMILAR MATERIAI.S SHALL BE <br /> PROTECTED AS REQUIRED TO PREVENT - , _ � <br /> REACTlONS.ALUMINUM SHAtL BE PR4TECTED ' ' ' " ' ' <br /> FftOM QIS51MitAR MATERIALS AS 5PECtF1ECf IN � �_��g•� � <br /> THE FLORIpA 9UILDWG CODE. M��:� � � 6-1l8"MAX.O.G. 1-3/8"MAX.� � <br /> 12-1/4"MAX.O.C. 6•1/B"MAX. MAX. t <br /> 8}A01-3ESIVE SE�1lAN7 5NALL BE USED BE'FWEEN <br /> SUBSTRATE AND FtANCaE OR FIN.OVERAI.L FLANGE FRAME,XO IF7T�GRAL FIN FRItM�,XO <br /> 5EALINGIFLA$HING STRATEGY FOR WATER "—�"" <br /> i <br /> RESISTANCE OF INSTALLATION SHALL BE 0f7NE 7�E 2:ANGHORS FOR FIANGE WINDOWS � <br /> BY 07HERS. TABLE 3:ANCNORS FOR P!N WiNDOWS <br /> 7)MATERIA43 USED FOR ANCHOR EVALUATIONS Anahor SubsVatc �in.Edge Min. ��Q� Su�� Min.Edge M�n. t <br /> WERE SOUTHERN PINE,2.7 KSI CONCRETEAND Distance Embodment Distance Embedment <br /> CpNCRETE MASONRY UfJiTS CQMPLYlNG WITH P.7.Southem Pine{SG=.557 1!2' i-318" 2-tt2'x 113`8ox tdsil P T.Southem Pine(SG=.55} 5/16" 2-7l16" <br /> ASTM 49Q.GIAZING COMPttES WI7H AS7M E9360. #10 Sheet Metat Screw, Atuminum,6083T5 min. 316` 118' 2-1t2"z 131"Common Naii P T.Sonthem Pir�e{SG=.fi5} 3t8" 2-7196" � <br /> G5 Stee!or 470E ������ ��- � <br /> 8)THE 1/3 STFtESS INCftEASE WAS NOT USED IN Stanless Steel ��Stud,Cir.33 min. 3!8' 0.0348(20 ga) 2-1/2"x 145"Roofing Nail P 7.6oulhem Pina(SG=.55) 3/6" 2-7115' <br /> THIS ANCHQR EYALUA7tON.THE 7.8 LOAD <br /> � A36 Steel 3!8' 1/e' P 7.Southem Pine(SG=.55) 1/2" 1-3fe" � <br /> DURATiON FACTOR WAS USFA FOR TfiE P.T.Sarthem Pine{SG=.S� 112" �-�$°' �p gteei SMS �um���'��TS min. 3t8" Si8" ; <br /> EVAIUATION OF WOOD SCREWS. 3118"Steel Ultracon Concrete(mirt.2.7 ksi) 1" 1" Sleel Stud,C3r.33 min. 3!8" 0.0348(20 ga) <br /> 9)IF 7HE IXAGT PRODUCT SIZE IS NOT LISTED IN UnBrouted CMU,(ASTM G90) 1" 1-1/4" A36 Stael ��" ��8" 4 <br /> EFACEOF N4TE:F0.4niCtAETt1.SUH5TR4TES.SCREWERSBEPMECiiS�WU.8ERiM.3tNREA4S�YONPiNS�DEFACE�Fb+ATERW.. } <br /> LARG RVAL EWAYSROUNDUPTOTHENEXT rN.+�aiRuiftai.�s,�tusuasrru�s.scrt�wstasEotaEavs�ue�M�».anm�noss�vonaE .�_._ _ <br /> 1 <br /> I <br /> TAHIE 1:DES16N PRESSURE � � $ XO SHOWN,SPAGING At.S4 <br /> APPLIES TO OX AND XOX } <br /> WindowBuckSize Freme �nflguradon �a9n Certificatfon � ) <br /> W W!h Fial9ht TYPe (+)P� (^)P� Numbers � �+- � <br /> 73" 62" FiNFtange X4lOX 60 85 190-033 `Lstt:"r•"tit� I <br /> 110' 62" FINFlange XOX(1/4-1l2-1l4) fi0 85 1H6-056 ,',;�....�.i�. ,i �gr• � �� n�etasc+mtnesra�raeauminam j <br /> .',�C; _ ,��, �, x�aewmn�rac.us�vxn°smacvar <br /> •�;�E.;,Si, J.ROSOWSKI tl8/22J11 VINYL ���,�,m���v, <br /> � .a`'. �wo�xoew�'raar.rpravraHw�nas � <br /> . om: w�+++ � <br /> acaa�+r,wrseus�oaw�xaa+�ax <br /> ::a.�aSTa�� � m+rwar�nnx+utnem�mr�+ma+ <br /> - t�tawssara roraiurram <br /> ` -". O �� �S � . � ��°"' � <br /> � -'� C+�^ tO70TECttNQLQGYDRiVE 4 <br /> �';�,� ::IA£C� '.- NOHOMtS�F194275 � 4 <br /> •-.,. •, .r�,,,�;,oT �;�y`'` FLCERT OFAUTH. 29298 HORIZONTAL RQLLER INSTALLATION i <br /> � <br /> ,�'Jf`,'!JS�,q�:1r Y� A.Lynn Miller,P.E. �� � � �°N` � j <br /> •ft„i:�t�' � P.E.N58705 HR-+�70 MS t af 3 l082271JR ( <br /> � t <br /> I • <br /> l� –- --__ " _ —_—_ _ <br />