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GENERALNOTES: <br /> ��. � <br /> 1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESI6NED TO COMPLY WITH THE RORIOA BUILDING <br /> CODE FOR THE DESIGN PRESSURES LISTED IN THE APPLICABLE PRODUCT TEST REPORTS. 52-1/8"MAX.BUCK 52-1/8"MAX.BUCK <br /> 2)WOOD BUCKS DEPICTEO AS 1X ARE LESS THAN 1-1/2"THICK.1X WOOD BUCKS ARE OPTIONA�IF UNIT 20-1/B" 20-1/8" <br /> IS INSTALLED D�RECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE t-1/2"THICK OR 6 �— � MAX. � 6"MAX �— � MAX. ' <br /> GREA7ER.ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE BY OTHERS. MAX <br /> — ---- ---- <br /> 3)SEE TABLE 1 FOR MINIMUM EDGE DISTANCE FROM CENTER OF ANCHOR TO SUBSTRATE EDGE �2" 12° � <br /> (EXCLUDING FINISH OR STUCCO). � � � Mqx, � � � Mqx, ; <br /> 1 <br /> 4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS N07 FLUSH TO THE SlI85TRATE,USING I � I I I � <br /> SHIMS CAPABI.E OF TRANSFERRING APPLIED LOADS. � <br /> 1 / I � I / I � <br /> 5)ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE <br /> MATERIAL.OISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. � � 14-1/4" � � 14-1/4" <br /> ALUMINUM SHALL BE PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED IN FLORIDA BUILDING 84°MAX. <br /> CODE CHAPTER 20, <br /> BUCK � I M�• I � I M�• <br /> 6)ADHESIVE SEALANT SHALL BE USEO BETWEEN SUBS7RATE AND FLANGE OR FIN.OVERALL I I � I I � <br /> SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATIONSHALL BE DONE BY OTHERS. I 4 I BB�� I I ,t <br /> 7)MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,2.7 KSI CONCRETE AND I / I � I I � + <br /> CONCRETE MASONRY UNITS COMPLYING WITH ASTM C-90.GLAZING COMPLES WITH ASTM E1300-04. / <br /> I I 14-1/4" � � � 14-1/4" <br /> 8)THE t/3 S7RESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION , <br /> I � I M�. I I MAX. <br /> FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. f � � � � / � i <br /> _L <br /> 9)IF THE EXACT PRODUCT SIZE IS NOT LISTED IN THE TABLES,ALWAYS ROUNO UP TO THE ND(T <br /> IARGER VALUE. MAX, I ' MAX, ' I <br /> TABLE 2: <br /> Size Desl nPressure E�UAL-LITESASHSME ORIELSASHSTYLE <br /> Sash 6 Required Rein- Certiflcatlon 7estq <br /> Style yy�dth Helght (+)psf (-)psf �ocks forcement Number TABLE 1: <br /> 38" 84" 50 50 2 (3) 790-781 6397 Min. <br /> 62" 45 45 1 (3) 190-723 95227.01 Anchor Type Su6strate Edge Min. <br /> 63" 50 50 2 (3) 190-780 6398 Dist, <br /> Embedment <br /> Equal 44" ,75„ 45 50 2 (2) 190-722 g5�7,p� Wood(Souihem Pine) 7/e" 1�/e" ;, <br /> Ute 50 50 2 (2),(4) 180-740 05227.01 Steel Stud Gr 33 3/8" .045(iB GA) � <br /> #10 Steel SMS <br /> 84"r ,,, 40 50 2 (2) 'j, 190-720 85227.01 Aluminum�8063-TS 3/8" 1!8" <br /> 52-��8� 627 ;��50 r. 50 2 (2) � d90-798 93748.02 Steel,A36 3!8" 1/8" <br /> 7�,"�� l3b� 35 2 (2)� _�0.716 93746.02 3It6"Masonry Concrete 1" 1�l8" <br /> ;82";,; +'SO�y 50 1 (3):!j ,_190-724 95227.01 Anchor Hollow CMU 1" 1-1l4" <br /> 44^ ��84� ��J� SO Z �Z�'� ��BO=IZ'I 9SZZ7.O� NOTE:FORALLMETAl5UB5TRATES,SCREWEMOEDMEN75HALLBEMIN.37FR2EAD5 <br /> BEYONO INSIDE FACE OF M14ITERIAL <br /> Orfel ;.6 "�54) 50 2 (2�" , . 190-719 93746.02 <br /> 52-1l8"r_75�.. �:35;' 35 2 :S2) i � 190-717 93748.02 <br /> (2)NumNelnLlnQlf/o�r��sash""mSmtienandFl�dKeeperflail. ` �! �, � <br /> �3)NumRelnLln�,I��R@e�er"NatL � �� ��IIIIII <br /> tti : � ��'� �1 �l/ <br /> 4 N IonSu ar�Ui ssteachTlll atch /l'7 � � \� N . .. �1 ��� p�� � � �I <br /> UJ � U � T ' \�-�'���`\GENS�'��C�c.Q�� J.ROSOWSKI 08f01113 RIGID PVC ���� <br /> � � r.•'. � � � � <br /> '�"� � � � �' No.58705 '.�r ���Dir�om�ssm�N s <br /> � �i` �1 <br /> r-� � <br /> �t�,„G�� � � ��.'�.a g� ��3�,' 3070TECHNOLOOV�RIVE � <br /> 47 C � Q •. STA E F ;'((�` NOKOMIS,FL 34275 Td•' � <br /> j � %,'O�'••F<oR,oP..••'��' FLCERT,OFAUTH.:28298 SINGLE HUNG INSTALLATION ; <br /> � ,�. ,�S'S� ..... •��G` A.Lynn Mlller,P.E. s'�'a+°°e s�.' s,� °m.ac^' w�° ? <br /> �i���NA�i,`�� P.E.#58705 SH4200 NTS 1 oi 3 1031511JR <br /> i <br />