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<br />lliDx3/4' CORROSION RESISTENT
<br />~ASHER HEADEJ TEKS
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<br />,\YP 30TH SIDES
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<br />ALUMINUM R1SER PAN ROOF PANELS
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<br />POST TO BEAM CONNECTION VI
<br />(3) 3/8' TKRU BOLTS .I.IASKERS&.NUTS
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<br />2',,3',,044'
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<br />CONNECT KNEE BRACE TO COLUMN VITK
<br />050' 'U' CKANNEL OR GUSSET PLATE
<br />FASTEN I.IITK S,M.S.AT EACK CONNECTION PT.
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<br />LUMINUM COLUMN (5) PLACES PER PLAN
<br />3' X 3' X 093' STRUCTURAL
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<br />DETAIL
<br />TYPICAL KNEE BRACE CONNECTION
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<br />r-ASTEN CONNECTOR TO PT LEDGER
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<br />DETAIL 1'1 BEAM TO KOST STRUCTURE
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<br />: I, PASCO PERMIT SERVICE ! DESIGN/CRA"N CHECKED
<br />I ENGINEER LICENCE '5360811 SUZANNE BAKR 813-788-5314 ID.W.SMITH.PE.I
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<br />]'X12' ALUM RISER PANELS
<br />FASTEN PANFLS TO BEAM wi
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<br />1/4' X4 ;/2' LG
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<br />~ II 1/2' DIA rENDER ~ASHER
<br />(3) PER PANEL @ BOTH ENDS
<br />8. 8' DC @RAKES
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<br />e 12' DC
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<br />3'x3'x12S' TUBIN
<br />TYP KING POSTS
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<br />DETAIL H
<br />ROOF BEAM TO CARRIER BEAM
<br />USING KING POSTS
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<br />CARRlER BEAMS) I
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<br />5MB
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<br />FASTEN PANELS TO BEAM VI
<br />~IO X3/4' HEX KD CORROSION RESISTANT
<br />TEK METAL SCREV.I.IASHER&.SEAL
<br />(5) SCREVSI PANEL
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<br />OR COMPOSITE PANEL ROOF
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<br />3'XI2' RISER PAN ROOf
<br />OR COMPOSITE PANEL ROOF
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<br />PTONAL GUTTER&DoI.INSPoUTS
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<br />(N) 5/16 ~~X HD BOLTS THRU(
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<br />CORROSION RESISTANT
<br />(N=H/2) ROUND uP FOR
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<br />: hereby certify tho. t I ho.ve perf"or"ied:).nd reviewed ths pio.n o.nd found
<br />,t ":0 be in COMollo.nce .vith section 1609 of -:he teor'cio. BUIlolng Cede, 2004 edition
<br />o.nd ASCE 7-02 & section R301 of F3CR 2004.
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<br />Jo.VlcJ .,../. Srdh,P E.
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<br />8. 8' O.C @RAKES
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<br />TYP KING POSTS
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<br />TO FOUNDATION CONNECTION
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<br />ALUM FLASKING UNDER EXISTING DRIP EDGE
<br />TO EXTEND 12' OVER PAN ROOF
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<br />VASHERISEAL HEADED SCREV
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<br />I ,---j EXISTING
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<br />RECEIVING CHANNEL i
<br />FASTENED TO VALL STUDS ,
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<br />EACH STUD VITH ONE
<br />1/4'XI J/2'LAG AND 3/4'
<br />VASKER CORDS ION RESISTIVE
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<br />3'XI2'X032 ALUMINUM PAN ROCF\
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<br />
<br />4X VIEW @
<br />ROOF ATTACHMENT
<br />
<br />
<br />ENGINEER'S NOTES -
<br />BASIC VIND VELOCIT
<br />iMPORTANCE FACiOR,
<br />EXPOSURE CATAGORY,
<br />:NTERNAL PRESSURE COEFflClENT=OO
<br />DESIGN I_DADS FOR SCREEN RooF= II PSF
<br />DESIGN LOADS FOR SCREEN \JALLS= 14 PSF
<br />MVFRS DES1GN PRESSURE CON FRAMFS)
<br />= 23 PSF
<br />
<br />BUILDING SH.ALL COMPLY WIT}
<br />A.LL APPLICABLE BUILDING, I
<br />ELECrRlCAL, PLUMBING AND I
<br />MECHANICAL CODE' I
<br />
<br />1h~~ ·
<br />
<br />r I
<br />
<br />SH(ET::IF I
<br />SHEEi 2
<br />
<br />PART NO.
<br />
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