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<br />"--.
<br />-"-
<br />
<br />
<br />\ EXISTING
<br />\ ROOF
<br />
<br />\
<br />~
<br />-:::: .:-:'.:::.. - "-..
<br />
<br />llS X 1/2' CORROSION
<br />ALL PURPOSE SCREw
<br />
<br />ALUM FLASHING
<br />INSTALLED 6' MIN UNDER
<br />FIRST ROw OF SHINGLES
<br />OR UNDER DRIP EDGE
<br />
<br />J'xI2'x.OJ2'
<br />ALUM PANEL ROOF
<br />OR J'x4' COMPOSITE
<br />PANEL ROOF
<br />
<br />-"-"
<br />
<br />f
<br />~
<br />
<br />W
<br />:=J
<br />I-
<br />U
<br />:=J
<br />u:
<br />
<br />CHANNEL ATTACHED TO FACIA wi
<br />LAGS ~ 12' DC.
<br />
<br />STRIP SEALANT BETwEEN FACIA&REC CHANNEL
<br />CoNTRACTER TO VERIFY CONDITION OF HOST STRUCTURE
<br />,
<br />DETAILA
<br />PAN OR COMPOSITE PANEL
<br />ROOF CONNECTION TO FACIA
<br />
<br />l-
<br />V!
<br />
<br />l-
<br />V!
<br />o
<br />I
<br />
<br />r- EXISTING
<br />ROOF
<br />
<br />RECEIVING CHANNEL ATTACHED TO HEADER
<br />ATTACH MIN PT 2'X6' HEADER TO HOST STRUCTURE
<br />'JI ill0X3 1/2' LAG SCREwS @12' O.C CORROSION RESISTANT
<br />STRIP SEALANT BETwEEN FACIA&HEADER
<br />
<br />-..
<br />
<br />
<br />ALUM FLASHING
<br />INSTALLED 6' MIN UNDER
<br />FIRST ROw OF SHINGLES
<br />OR UNDER DRIP EDGE
<br />
<br />'-'~'.::'-.-"
<br />- '-.-:--'
<br />
<br />-"-
<br />---.
<br />---.
<br />--'-
<br />
<br />
<br />
<br />w
<br />:::)
<br />f-
<br />U
<br />:::)
<br />0::
<br />f-
<br />
<br />
<br />
<br />
<br />
<br />2'~H' S"B TO HOST STRUCTURE V/REC C"AN~
<br />FASTEN RECEIVING CHANNEL TO HOST wALL
<br />STRUCTURE ''';1 CN) 1l10x2' SMS OR LAG SCRE'JS
<br />
<br />2'xH' 5MB
<br />
<br />CN=H)
<br />
<br />DETAILD
<br />PAN OR COMPOSITE PANEL
<br />ROOF CONNECTION TO FACIA
<br />&RAKE BEAMS TO wALL
<br />
<br />ENGINEER'S 'JOTES -
<br />
<br />BASIC ',.;IND VE'..oCITY 120 MPH
<br />INPORT ANCE r ACTOR 0.77
<br />EXPOSURE CATAGORY 3
<br />INTERNAL PRESSURE CoE~F!CIENT=OO
<br />DESIGN LOADS FOR SCREEN RoOF= II PSF
<br />DESIGN LOADS ~OR SCREEN wALLS= 14 PSF
<br />MwFRS DES;GN PRESSURE (ON FRAMES)= 23 PSF
<br />
<br />
<br /> BEC;M SIZE POST SIZE i FC;STENERS @17 KSI
<br /> I 5MB. DEPTH S.M.B wEB TUBE wALL CORROSION RESISTANT UPLIFT
<br /> 'H' wAll 'T' 'N' SIZE CAPACITY
<br /> 4' 045' .06' (3) 3/8' BOLTS, NUTS, wASHERS 11,720 LBS
<br /> 5' .050' .06' (3) 1/2' BOL TS, NUTS, wASHERS 2,550 LBS
<br /> 6' .050' .06' (4) 3/8' BOL TS, NUTS, wASHERS 2,550 LBS
<br />]ETA1L E-1 7' 055' .06' (5) 3/8' BOL TS, NUTS, wASHERS 3,500 LBS
<br />~!SER PAN RaOF 7' 055' .09' (4) 1/2' BOL TS, NUTS, wASHERS 3,600 LBS
<br />CONNECTION 7' 055' .125' (5) 1/2' BOL TS, NUTS, wASHERS 4,500 LBS
<br /> 8' 072' 06' (6) 3/8' BOLTS, NUTS, wASHERS 5,500 LBS
<br /> 8' 072' 09' (6) 1 I 2' BOLTS, NUTS, wASHERS 7,000 LBS
<br /> 8' 072' .125' ( 6) 1/2' BOL TS, NUTS, wASHERS 7,000 LBS
<br /> 9' 072' .06' (6) 1/2' BOL TS, NUTS, ',JASHERS 7,000 '_BS
<br /> 9' 072' 09' (7) 1/2' BOL TS, NUTS, wASHERS 8,900 LBS
<br /> 9' .072' .125' (8) 1/2' BOLTS, NUTS, wASHF"RS 9,500 LBS
<br /> 10' I 092'\./EB .389 FLG (9) 1/2' BOL T S, NUTS, wASHERS 1 LOOOL BS
<br /> NOTE OTHER BOLT SIZES AND QUANTITIES MAY BE USED
<br /> LIMITING FACTOR IS SHEAR STRESS IN THINNNER OF BEAM OR COLUMN 'w'EBS
<br /> NOTE COLUMN TO FOUNDATION CONNECTION CAPACITY MUST EQUAL
<br /> OR EXCEED BEAM TO COLUMN CONNECTION CAPACITY
<br />
<br />~
<br />f-U
<br />V!D
<br />D..-J
<br />IiXl
<br />
<br />I 1_
<br />
<br />.\ EXISTING
<br />ROOF
<br />
<br />\
<br />
<br />3'X12' ALUM RISER PANELS
<br />f\ FASTEN PANELS TO BEAM 1,/1
<br />\ ~10 X3/4' HEX HD CORROSION RESISTANT
<br />\ TEKS,wASHER&SEAL
<br />(J) SCREwSI PANEL OR
<br />, \ J'x4' COMPOSITE ROOF PANELS. EUTE OR
<br />! \ STRUCTALL SNAP N LOCK FASTEN wi
<br />I \ 1/4' X4 1/2' LG
<br />I Co.~ROSION RESISTANT LAG SCREw
<br />I \~/1 1/2' D1A FENDER VASHER
<br />(3) PER PANEL ~ BOTH ENDS
<br />& S' DC @RAKES
<br />
<br />r \l
<br />
<br />llS X 1/2' CORROSION
<br />ALL PURPOSE SCREw
<br />ALUH FLASHI'JG
<br />,INSTALLED UNDER
<br />\ DRIP STRIP EDGE
<br />
<br />-"-.--..
<br />
<br />
<br />'- 3'x12'x032'
<br />RISER PAN ~OOF
<br />
<br />"10 X 1/2' HEX HD CORROSION RESISTANT METAL SCRE\,I
<br />~\,IASHER~SEAL
<br />APPRO X 6' DC MAX. <3 SCRE\,IS IPANEL BOTH ENDS>
<br />AS SHO\,lN
<br />
<br />FASTEN 3'x.063 RECE1V1NG CHANNEL TO HOST 2x4
<br />\,I (2) ~IOx1/2' SMS @ 12' D.C. MAX
<br />(2) RO\,lS STAGGERED
<br />
<br />
<br />
<br />11/2
<br />
<br />12' APPROX-!
<br />
<br />J'xI2'x:JJ2'
<br />ALUN PANEL ROOF
<br />OR 3'x4' COMPOSITE
<br />PANEL ROOF
<br />
<br />-..
<br />
<br />\
<br />\ EXISTING
<br />ROOF
<br />
<br />-"-
<br />
<br />12
<br />
<br />
<br />-"-
<br />
<br />",OST
<br />2'x4'x.06J' 5MB
<br />
<br />~ RECEIVING CHANNEL ATTACHED TO HOST
<br />HOST wALL STRUCTURE wi 3/S'x2 1/2'
<br />TAPCoNS @ 12' O.C CORROSION RESISTANT
<br />APPLY STRIP SEALANT BETwEEN FACIA&HEADER
<br />
<br />PANEL ROOF CONNECTION DETAIL B
<br />TO CONC BLOCK wALL
<br />
<br />HOST
<br />2'XJ'X063' ALUM POST
<br />wlSCREEN GROOVES TO
<br />OUTSIDE
<br />
<br />DETAIL OF POST TO BEAM
<br />&: NEW CARPORT ROOF CONNECTION
<br />
<br />
<br />3'x12' RISER PAN
<br />~ FASTEN RISER PANS TO FRAME wi
<br />1110 X 1/2' HEX HD CORROSION RESISTANT
<br />METAL SCREw,wASHER&SEAL
<br />,/ APPROX 4' DC r~AX. AS SHOwN 1/2' THRU BOLTS ,/ . m
<br />(3 SCREwS IPANEL BOTH ENDS) PER TABLE BELO\,l ../
<br />& 8' DC. @ RAKE EDGES \,IASHERS~NUTS ''''
<br />CORROSION RESIST ANT
<br />
<br />
<br />2xl0 S.M.B.
<br />
<br />J'CoMPOSITE PANELS
<br />FASTEN TO FRAME 1,/1
<br />lllG X 4' HEX HD CORROSION RESISTANT
<br />METAL SCREw,wASHER&SEAL
<br />APPRoX 8' DC MAX.
<br />C3 SCREwS IPANEL BOTH ENDS)
<br />8. S' D.C. @ RAKE EDGES
<br />
<br />DETAILE- 3
<br />
<br />2x10 5MB CONNECT ION TO
<br />4x4x125 ALuM POST
<br />
<br />xH S.M.B.
<br />
<br />HT
<br />
<br />t
<br />
<br />DETAILE- 2
<br />COMPOSITE PANEL CONNECTION
<br />
<br />NOTE DIM HT DEPENDANT UPON
<br />LATERAL LOADING & OTHER
<br />SPECIFIC DESIGN FACTORS.
<br />NOTE SEE SIGHT SPECIrIC DwG
<br />rOR ALLOwABLE DIMENSION HT
<br />
<br />PATIO & CARPOR-:-
<br />CONNECTION DETA!LS SHEET
<br />
<br />HUILlJlNU SHALL COMPLY WITH
<br />tLL APPLICABLE BUILDING,
<br />ELECTRICAL, PLUMBING ANr{
<br />.... __ I
<br />If I'"' C:.
<br />~
<br />
<br />
<br />I hereby certify tho t I have pe>"forMed and reViewed thiS plan and
<br />it to be in cOMoliarce with sec":,on 160'7 of the 'lor'1oo. BUilding Code,
<br />o.nCl ASCE 7-02 & sec":,on R301 of FBCR 2004
<br />
<br />PASCO PERMIT SERVICE
<br />SUZANNE BAHR 813-788-5314
<br />
<br />
<br />PART NO.
<br />
<br />D.W.SMITH,P .E.!J53608
<br />rLURIOA P~ESS1ONAL ~NtIN((R lIC[NSl'~I'lI8(1l S3t>>Oa
<br />Custom Horne Plan Service
<br />9909 'ALLASTON DRI'(-DADC CITvCLCRIOA 33525
<br />P'O(: )5Z.sel"0865 r,o\l; J"X.'X'I'086i (-Mil !t"phyf?7PQ1.~,nft
<br />
<br />SHCO Of
<br />SHEET 1
<br />
<br />Do. VICl N SMlth,P E
<br />
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