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� <br /> . <br /> r REGLET BY;MECHANICAL <br /> ► COORDINATE PENEfRATION WEDGE&SFALANT <br /> WITH MECHANICAL � <br /> METAL COUNTERfLASHING dc CLEAT <br /> CONTINUOUS SEAIANT 20 GAUGE STEEL STUD EXISTING ST(tUCNRE <br /> MEMBRANE FIASHING,ADHESNEIY f - BRACING AT 8'-0"OC ABOVE <br /> PREPABRICATED PIPE FIASHING B00T APPIY T0 CURB LAP UP JNSIDE I ALTERNATE EACH WAY <br /> WRH STNNIESS STEEL CLAAIP FLASHING CLEAT ` � CUT AND BEND STEEL <br /> PREFABRICATED MEfAL CURB STUDS AS REQUIRED <br /> ADHERE PIPE FIASHING BOOT ADNERE MULTIPLE—PLY MEMBRANE z <br /> FlANGE TO FIELD MEMBRANE BASE FLASHING TO FlELD MEMBRANE � � � <br /> EXI5TING ROOFlNG \ ATTACH WITH (2) <br /> EXISf1NG ROOflNG °O \ �/ FASTENERS MINIMUM <br /> � \\ �// 45' (60' MAX) <br /> SEAM GAUU( N�• SFAM CAULK F EXISTING CEWNG <br /> � � iX3 SOLID BLOCKMG AT <br /> EX�STM6 ROOF INSUTATION 1. DEfNL APPLIES TO ROUNO EXISTiN6 ROOF WSUlATION 1. DETNI APPLIES TO OPENINGS TOP OP WALL TO <br /> PENETRATIONS 8'DIAMEfER AN0 GRFAiER THAN 8'. � CONCEAL BRACE <br /> EXISTING MEiAL ROOF DECK SMALLER. IXISTING MEfAL ROOF DECK 2. SEE MECHANICAL FOR ATTACHMENT A80VE <br /> 2. SEE MECFUWICAL FOR OPENING SIZE o, CEILING <br /> PENETRATION SIZE COORDINATE OECK OPENING 3. PRffABRICATED METAL CURB <br /> 3. INSTALL PREFABRICATED PIPE SUPPORT W/Si11CNRAl SHALL BE�ESIGNED TO <br /> FVSHING B00T PER SUPPORT WEIGHT OP DEMOUNTABLE PARTtfION <br /> AIANUPACTURER�S INSTRUCTIONS. MECFUWICAL EQUIPMENL <br /> FlNISHED FLOOR <br /> ROOF PENETRATIONS � DEMOUNTABLE PARTITION BRACING 2 <br /> sc,u�: �-�/2'_ �'-o' �a>>asoa sraF: �-�/z'_ �'-o' 2n»a5oa <br /> CONTINUOUS NOTES_ <br /> 1. WEID ALL COMPONENTS <br /> TS 3 X 2 X 3/16 TOGETHER. SHOP WELD <br /> COMPONENTS AS MUCH AS <br /> L 1 X i X 1Ia I FEASIBLE. <br /> I 2. PNNT ALL GUARDRAIL <br /> COMPONENTS GRAY TO <br /> I MATCH IXISTING FlNISHES. <br /> I <br /> � <br /> � <br /> � 4 <br /> � �v4 <br /> � � AT CORNER <br /> � I <br /> i <br /> M <br /> � I <br /> � COMINUOUS 5fEEL RAIL• <br /> � � �-�/2 x �-�/2 x �/a � <br /> Z — � <br /> � <br /> Z � <br /> � I <br /> o � <br /> � o � <br /> W � I2 N <br /> S * <br /> � � I 75 2 X 2 X 3/76 POSTS — <br /> � � I SPACE EQUAIIY AT NO MORE ��Z. <br /> W I THAN 7�-0"INTERVALS <br /> 3 � PANEIS — 1/2'N0. 18 L 2 X 2 X t/4" <br /> FIATfENED EXPANDED MEfAL X 3'-6'LONG ----- <br /> � � L f X t X t/8 --- <br /> � . . � . . . . z . . <br /> � � . U�' . . N . . <br /> � . . . . . � . � Q I. � . . �. �_� <br /> CONTINUOUS L 7 X 4 X 3/8 ^ I TS 2 X 2 X 3/16 <br /> 1/4'CHECKERED PLATE — I I I POSTS <br /> BFLOW TO IXISTING C12Xs ( � I <br /> � � � <br /> � <br /> MECHANICAL PLATFORM GUARDRAIL 3 GUARDRAIL CORNER 4 <br /> SCALE 3"= 1'-0' <br /> TA11 A504 SCALE:3' = i'-0" A504 A504 <br /> . � . sv nt�a.v er ,wpaa�m u�re.. � s»� � a�a� et ,wmam . o�t[ � � �� . . ACCEPTABIU7Y EWP � 7127.0.5 . . . . . <br /> suem� . cummtr rtev�soN maa wre 8 <br /> �� REGISIERED ���� � „Z,os MISC.SECTIONS AND DETAILS � ORI i�ztos \ <br /> �BOEiivc• ��,�,��T ,�� �. �� � „z,.o5 � M��E�R��,T�oN A504 A10 � <br /> . . . . OMl�1 P.CALLAN �DPC. 11.27.05 � ��..��y� <br /> n�h�� BUILDING40-030 �8�. �P� o � <br /> dou 7i.2i.05 140875-06 <br /> ARCHITECNRAL MASTER EVEREff,WA°W6 N0' 40-030—A504 6 �� <br /> . . . . � � . . . � � � � � . � . a <br />