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<br />--------------'----------I-------'---'-------------~-~"x 1/":' -;
<br />-- I AU
<br />l.THE DESIGN VIND SPEED IS 120 HPH EXISTING
<br />(3 SEe GUST) 90 MPH FASTEST MILE I ROOF
<br />2, THE ',.IIND I1~PORTANCE FACTOR IS 0.77
<br />3. THE wIND EXPlJSURE: CI\TAGClRY USED IS 'B"
<br />4. THE INTERNj~L PRESSUf(E e[lEFF'reIENT
<br />FOR ENCLOSED BUILDlNGS IS +.18/-.18
<br />
<br />;::::::::::::::: -
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<br />.-,..-,-----,-"'''7'~-,---.:::::::::",
<br />J /
<br />___"'_____"'_' ALU,...I Fl.ASHING . E
<br />\ INSTALLED 6" MIN UND..R
<br />\ FIRST ~1IJ\'" LlF :;HINGL.ES
<br />\
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<br />\
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<br />
<br />3'xI2':<.032" TYPICAL ALUMINU~1 I"lAN IRDC1F" PANEL.S--"'i
<br />SECURED './ITH #10x3/4' L.G CORROSION \
<br />RESISTANT SEAL/wASHER HE~\DED SCRE'w'S, \
<br />(3) SCRE'w'S/PANEL. @ ENDS 6' D,C, ALONG r~AKE EDGES
<br />
<br />
<br />FASTEN CRIPPLE STUD TO \\
<br />TOP REC CHANNEL :\
<br />'W I (3) #10x5/8 SI"lS@ [A SIDE
<br />TYPICAL. ANGLE FLANGES' REC CHA~~L \ \
<br />
<br />
<br />CUSTOM DClDR ~~-i;;8 6'O~ [';;iur-V\\ \ \
<br />RATED FDF~ 120 MPH \JIND ZDNE \ \
<br />--~ GU~;T -1-~'2,1'-24 I:)SF 1 ~
<br />
<br />'J,._\__ ---- I
<br />!,---'\------- ,
<br />i \ II
<br />I
<br />
<br />ENGINEER'S NOTES:
<br />
<br />5, DESIGN 'w'IN:D PRESSURC =+ 10/-29 PSI~
<br />6, ALL 'w'INDOw'S AND lJD[If(S HJ BE RIl,fEIl rm<
<br />110 MPH 'w'IN 0 SPEED AI\iD IN~~Tj~LLEn PU;:
<br />MFGR'S SPECIFICATIlJNS,
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<br />
<br />F'ASTEN RECEIVING CHANNEl_ TO HOST 2x4 I
<br />#lOx2' ;,tvlS iJR LAG :SCf,:E'vI$I!! l,~
<br />(2) RO\,S 5
<br />
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<br />
<br />ENUlRG ED VIE1V' 4~
<br />\ --..,--------"
<br />\~_,~AC~~ ATTACHMEN~:)ETAIL
<br />
<br />i:!x2x.044 AL COLl
<br />
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<br />"-VALENC[
<br />fASTEN 'vI/
<br />'v./ ASHER HE:
<br />CORROSION
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<br />- ENCLClSE (2) SlI
<br />,0,24 l~LUI"'1 M[JBIL
<br />i~ F /1$TE:I\I 'vi /#:lOX1'
<br />@ 6' [J,e,
<br />OVER 3/16'STRUI
<br />Gf<ADE THER/'IIO P
<br />F,,~STEN \,J/#lOx~)
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<br />l" 3'x12'x,032' TYPICI~L ALUI1IJINUM PM\I RODI~ P,ClNELS
<br />SECURED 'w'lTH #10>:3/4' LG CIJRRD:;mN
<br />RESISTANT SE,C\L/'w'ASHER HEADED ~~;Cr<E\JS,
<br />(3) ~~Cf(E'vIS/PI~NEL @ CNDS 6. D.C. I~LON(j SHED EDeiES
<br />
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<br />~,:V =--=f"=---r- @~=-=,,~=t-=:o-7.==-;rJ) TO
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<br />\3) EA SIDE:-~~~I ~2!-~-.-.------
<br />#10x,~ 14' S~1S / ! \
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<br />, '---1\ I ..- !~I_IJI-'" R[-:= CHMmEl.
<br />,~LUM STUD -j ---. --+--
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<br />\ -- 2500PSI CDi'lC SLAB
<br />
<br />
<br />\::EE F[]C1TER NOTE BElD',;
<br />2500 PSI wi 1 .5 REBAR
<br />
<br />NOTE' NO !~OOTER F
<br />4' ;:500 PSI: Nm4rN,c11
<br />BE USED ON LEVEL
<br />He. \N'=8'~l3' F"OR' G;;;:,
<br />H&'';=12'xlc'" FDR C
<br />~,IEV SU~BS TO-IAVI
<br />[JR FIBERMI:SH
<br />
<br />\
<br />
<br />FRONT ElLEVATION
<br />
<br />\.
<br />
<br />DET,~~~~ A1:- ALU~~-~3TU~---l
<br />ROOF HECEIVJfNG CHANNEL
<br />CONNECTION I
<br />
<br />I
<br />
<br />I
<br />i
<br />i
<br />
<br />. -~_, ___......__...__._ __..____._J___..
<br />
<br />I hereby c:er~'i':if'y U,:)t ho.ve perhWi"1E
<br />it to be in COMDlio.nce with de5i~ln req,,~ir"=
<br />pr:'r' ~:i?c:tion 1606 of the FI,or:dc. B'...Iildit",(
<br />Dc, via \~
<br />
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