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<br />'-"
<br />
<br />
<br />lI8 x 1/2' CORROSION
<br />ALL PURPOSE SCRE~
<br />
<br />ALUM FLASHING
<br />INSTALLED 6' MIN UNDER
<br />FIRST RO~ OF SHINGLES
<br />DR UNDER DRIP EDGE
<br />
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<br />
<br />CHANNEL ATTACHED TO FACIA ~I
<br />LAGS 12 12' D.C.
<br />
<br />STRIP SEALANT BET~EEN FACIA&REC CHANNEL
<br />CONTRACTER TO VERIFY CONDITION OF HOST STRUCTURE
<br />
<br />,
<br />DETAIL A
<br />PAN OR COMPOSITE PANEL
<br />ROOF CONNECTION TO FACIA
<br />
<br />RECEIVING CHANNEL ATTACHED TO HEADER
<br />ATTACH MIN PT 2'X6' HEADER TO HOST STRUCTURE
<br />r EXIS ING \ 'I lIIOX3 1/2' LAG SCRE~S 1212' O.C CORROSION RESISTANT
<br />ROOFT w
<br />STRIP SEALANT BET~EEN FACIA&HEADER
<br />
<br />ALUM FLASHING
<br />INSTALLED 6' MIN UNDER
<br />FIRST RO~ OF SHINGLES
<br />:.....~..-.._ OR UNDER DRIP EDGE
<br />'-"
<br />
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<br />
<br />
<br />
<br />
<br />
<br />
<br />..~w 5MB TO HOST STRUCTURE ~/REC CHA~
<br />'ASTEN RECEIVING CHANNEL TO HOST ~ALL
<br />:TRUCTURE ~I (N) lIIOx2' SMS DR LAG SCRE~S
<br />
<br />2'xH' 5MB
<br />
<br />(N=H)
<br />
<br />DETAIL D
<br />PAN DR COMPOSITE PANEL
<br />ROOF CONNECTION TO FACIA
<br />&RAKE BEAMS TO ~ALL
<br />
<br />-"-
<br />
<br />::::,:::
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<br />Ir:r:l
<br />
<br />
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<br />
<br />
<br />HOST
<br />2'x4'x063' 5MB
<br />
<br />
<br />--
<br />
<br />lI8 X 1/2' CORROSION
<br />ALL PURPOSE SCRE~
<br />ALUM FLASHING
<br />INSTALLED UNDER
<br />DRIP STRIP EDGE
<br />
<br />12' APPRO X
<br />
<br />-"
<br />
<br />3'xI2'x.032'
<br />ALUM PANEL ROOF
<br />DR 3'x4' CoMPOSlTE
<br />PANEL ROOF
<br />
<br />EXISTING
<br />ROOF
<br />
<br />-"-
<br />
<br />-"-
<br />"-.
<br />
<br />
<br />~ RECEIVING CHANNEL ATTACHED TO HOST
<br />HOST ~ALL STRUCTURE ~I 3/8'x2 1/2'
<br />TAPCoNS 12 12' D.C. CORROSION RESISTANT
<br />APPLY STRIP SEALANT BET~EEN FACIA&HEADER
<br />
<br />PANEL ROOF CONNECTION DETAIL B
<br />TO CONe BLOCK ~ALL
<br />
<br />HOST
<br />2'X3'X063' AbUM POST
<br />~/SCREEN GR OVES TO
<br />OUTSIDE
<br />
<br />ET AIL C
<br />DETAIL OF POST TO BEAM
<br />& NEW CARPORT ROOF CONNECT/ON
<br />
<br />3'x12' RISER PAN
<br />FASTEN RISER PANS TO FRAME ~I
<br />#10 X 1/2' HEX HD CORROSION RESISTANT
<br />METAL SCRE~,~ASHER&SEAL
<br />APPRO X 4' DC MAX AS SHO~N
<br />(3 SCRE~S IPANEL BOTH ENDS)
<br />& 8' O.c. 12 RAKE EDGE S
<br />
<br />
<br />2xl0 5MB CONNECTION TO
<br />4x4x125 ALUM POST
<br />
<br />
<br />2xl0 S.M.B
<br />
<br />1/2' THRU BOLTS
<br />PER TABLE BELO'ol
<br />'oIASHERSI!.NUTS
<br />CORROSION RESISTANT
<br />
<br />DETAIL E - 3
<br />
<br />3'XI2' ALUM RISER PANELS
<br />FASTEN PANELS TO BEAM ~I
<br />lIl0 X3/4' HEX HD CORROSION RESISTANT
<br />TEKS, ~ASHER&SEAL
<br />(3) SCRE~SI PANEL DR
<br />3'x4' COMPOSlTE ROOF PANELS ELlTE DR
<br />STRUCTALL SNAP N LOCK FASTEN ~I
<br />1/4' X4 1/2' LG
<br />CORROSION RESISTANT LAG SCRE~
<br />~/I 1/2' DIA FENDER ~ASHER
<br />(3) PER PANEL @ BOTH ENDS
<br />& 8' O.c. @RAKES
<br />
<br />12
<br />
<br />11/2
<br />
<br />'- 3'x12'x 032'
<br />RISER PAN ROOF
<br />
<br />#10 X 1/2' HEX HD CORROSION RESISTANT METAL SCRE'oI
<br />l!.'oIASHERI!.SEAL
<br />APPRO X 6' DC MAX <3 SCRE'oIS /PANEL BOTH ENDS)
<br />AS SHO'olN
<br />
<br />FASTEN 3'x063 RECEIVING CHANNEL TO HOST 2x4
<br />'01 (2) #10xl/2' SMS Ii! 12' DC MAX
<br />(2) RO'olS STAGGERED
<br />
<br />
<br />3'CoMPOSlTE PANELS
<br />FASTEN TO FRAME ~I
<br />1110 X 4' HEX HD CORROSION RESISTANT
<br />METAL SCRE~,~ASHER&SEAL
<br />APPRO X 8' DC MAX.
<br />(3 SCRE~S IPANEL BOTH ENDS)
<br />& 8' DC. @ RAKE EDGES
<br />
<br />BEAM SIZE POST SIZE FASTENERS @17 KSI
<br />S.M.B. DEPTH S.M.B. 'WEB TUBE 'WALL CORROSION RESIST ANT UPLIFT
<br />'H' 'WALL 'T' 'N' SIZE CAPACITY
<br />4' .045' ,06' (3) 3/8' BOLTS, NUTS, 'WASHERS 1,720 LBS
<br />5' .050' .06' (3) 1/2' BOL TS, NUTS, 'WASHERS 2,550 LBS xH SM B
<br />6' .050' 06' (4) 3/8' BOLTS, NUTS, 'WASHERS 2,550 LBS
<br />7' 055' .06' (5) 3/8' BOLTS, NUTS, 'WASHERS 3,500 LBS
<br />7' .055' .09' (4) 1/2' BOLTS, NUTS, 'WASHERS 3,600 LBS HT 3x3xT
<br />7' .055' .125' (5) 1/2' BOLTS, NUTS, 'WASHERS 4,500 LBS ALUM POST
<br />8' .072' ,06' (6) 3/8' BOLTS, NUTS, 'WASHERS 5,500 LBS t
<br />8' 072' .09' (6) 1/2' BOLTS, NUTS, 'WASHERS 7,000 LBS DETAILE- 2
<br />8' .072' .125' (6) 1/2' BOL TS, NUTS, 'WASHERS 7,000 LBS
<br />9' .072' .06' (6) 1/2' BoL TS, NUTS, 'WASHERS 7,000 LBS COMPOSITE PANEL CONNECTION
<br />9' .072' .09' (l) 1/2' BOL TS, NUTS, 'WASHERS 8,900 LBS
<br />9' .072' .125' (8) 1/2' BOLTS, NUTS, 'WASHERS 9 500 LBS
<br />10' .092''WEB .389 FLG (9) 1/2' BOL TS, NUTS, 'WASHFRS l1,OOOLBS NOTE: DIM HT DEPENDANT UPON
<br />NOTE: OTHER BOLT SIZES AND QUANTITIES MAY BE USED LATERAL LOADING & OTHER
<br />LIMITING F'ACTOR IS SHEAR STRESS IN THINNNER OF' BEAM OR COLUMN 'WEBS SPECIFIC DESIGN F'ACTORS.
<br />NOTE: COLUMN TO F'DUNDATION CONNECTION CAPACITY MUST EQUAL NOTE: SEE SIGHT SPECIFIC D'WG
<br />DR EXCEED BEAM TO COLUMN CONNECTION CAPACITY FOR ALLO'WABLE DIMENSION HT
<br />
<br />DETAIL E-1
<br />
<br />RISER PAN ROOF
<br />CONNECTION
<br />
<br />BUILDING SHALL COMPLY WITH
<br />ALL PPLlCABLE BUILDING,
<br />ELECfRlCAL, PLUMBING AND ,
<br />MECHANICAL CODES. I I
<br />~/11 ~~ 8f;
<br />
<br />ENGINEER'S NOTES ~r___-.._~
<br />BASIC ~IND VELOClT: 120 MPH)
<br />IMPORTANCE FACTOR .zz... ~
<br />EXPOSURE CATAGORY B'
<br />INTERNAL PRESSURE CoEFFICIENT=OO
<br />DESIGN LOADS FOR SCREEN RooF= 11 PSF
<br />DESIGN LOADS FOR SCREEN ~ALLS= 14 PSF
<br />M~FRS DESIGN PRESSURE <ON FRAMES)= 23
<br />
<br />PSF
<br />
<br />PATIO & CARPORT
<br />CONNECTION DETAILS SHEET 1
<br />
<br />Do. vid 'W. Sr'lith,P.E
<br />
<br />
<br />PASCO PERMIT SERVICE
<br />SUZANNE BAHR 813-788-5314
<br />
<br />I hereby certify tho.t I ho.ve perforr'led o.nd reviewed this plo.n o.nd found
<br />it to be in cOr'lplio.nce with section 1609 of the F'lorido. Building Code, 2004 edition
<br />o.nd ASCE 7-02 8. section R301 of F'BCR 2004.
<br />
<br />PATIO & CARPORT
<br />CONNECTION DETAILS
<br />
<br />SH[ET OF
<br />SHEET 1
<br />
<br />D.W.SMITH,P .E,Jl53608
<br />fURIDA Pfl(J"[SSIOOAt. ENGlft:[R VCENSl'tUtll:R 53608
<br />Custom Home PLan Service
<br />9909 'ALLASTON DRIV(-DADE CITY.rLORIDA JJS25
<br />P1Q€' J52'5?1'0865 rAX' J"j2-':i'H186J (-MAil: zf'~yr27@Vtt. rt'1
<br />
<br />ENGINEER LICENCE .53608
<br />
<br />SCALE
<br />1 4"= 1 FT
<br />DESIGN/DRAWN
<br />DW.SMITH.PE
<br />
<br />DATE
<br />03 6 06
<br />CHECKED
<br />
<br />PART NO.
<br />
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