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NOTER,
ALLTUBE, PIPE BAR AND PLATE MATERNLSAREAW MNUM.
ALL1-1/2' TUBE IS S0IEDULE40.
ALLBRACKETS ARE WELDED WRH WG, USING ARGONGASAND
9MM 4043 WIRE.
1-L/Y TUBE LS L50'HI 2. LSOO.00, AlLDY6061-T6.
1-Ur. STIWGNC PIPE IS 1610E ID, L900'0D,AUDYFD61-TB.
1-1/2' BENDABLE PIPE S L61O' ID, L9D(r 00,ALLOY663-T4
THE VIM TUBE, STRAIGHT PIPE, AND BENDABLE PIPE HAVEAN
ULTIMATE TENSILE STRENGTH 0F39AM PSI, ANDYIFLD TENSILE
STRENGTH OF 35,000 PA.
FLATSTOCRISALLOY6063-TR. ULTMMTETENSHESTAENGTNIS
2;G00 PSI, YIELD TENSILE STRENGTH IS 16,000 PA
THE DESIGN OF THE STRUMRAL FRAMING MEMBERS HAS BEEN
COMPUTED USING 'CATEGORY V AND *D(POSURE D' N
ACCORDANCE WITHTHE2@OASCE7.26F10RIDATWIUKNG
CODE. CODESECTI0N3WS-AWNINGSAND CANOPIES,
SPEONCALLY 310SA.21, PARR 1,2A. THE DESIGN CONORION
IS BASED ON AN ULTIMATE WNDSPEED OF 17O MPH ANDA
MNIMUMVAND VELDCTTYOF35ECONO WINOGUST1I6MPH,
WHENTHECOVER HASSEENREMOVED. MEANROOFHBGHf6
JV DCP SURED'. AGIUSTMENTFACTORLSL47.
THBALSO CAMPUES WITH NSBCI VIRGNUOMPORMSTATE
BUILDING CODE (CHAPTER 211). A PLACARD IS REQUIRED TO BE
POSTED AT THE DOCK TO IDENTIFY THE NEED TO R94MTHE
COVERING INTHE EVENT THATTHERE IS A HURWCANE WARNING
(WINDSGREATERTHAN 70 MPH). SETBACKS ARETO BEN
ACCORDANCE WITH LOCAL20NING REGULATIONS OR
VARIANCES (3105.1.1)
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NOTE:
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