|
<br />~ EXISTING
<br />I ROC,
<br />\
<br />I,
<br />
<br />jj8 X 1/2' CClRRQSiON RESISTANT-;
<br />ALL PURPOSE SCREw
<br />
<br />\
<br />:::-:-::------ \
<br />-"-"'-~~
<br />
<br />ALUM rLASHING
<br />(INSTALLED 6' MIN UNDER
<br />rIRST ROw OF SHINGLES
<br />/ OR! UN::~ DRIP EDGE
<br />
<br />
<br />-"-.
<br />
<br />
<br />----
<br />
<br />--'-.
<br />
<br />v
<br />
<br />----
<br />
<br />W
<br />:=J .
<br />f-I
<br />U
<br />:=J
<br />0:::
<br />f-
<br />(/.II
<br />
<br />ECEIVING CHANNEL ATTACHED TO rACIA \./1..
<br />1/4'x2 1/2 LAGS e 12' DC
<br />
<br />STRIP SEALANT BETwEEN rACIA&REC CHANNEL
<br />CONTRACTER TO VERIrY CONDITION Dr HOST STRUCTURE
<br />,
<br />DETAIL A
<br />PAN OR COMPOSITE PANEL
<br />ROOF CONNECTION TO FACIA
<br />
<br />I-
<br />(/.I
<br />o
<br />I
<br />
<br />I EXISTING
<br />I ROOF
<br />
<br />RECEIVING CHANNEL ATTACHEJ TO HEADER
<br />ATTACH MIN PT 2'X6' HEADER TO HOST STRUCTURE
<br />I"j/ I*!OXJ 1/2' LAG SCREwS @12' DC CORROSION RESISTANT
<br />STRIP SEALANT BETwEEN rACIA&HEADER
<br />
<br />ALUM FLASHING
<br />INSTALLED 6' MIN UNDER
<br />rIRST ROw OF SHINGLES
<br />-"-,,-.. OR UNDER DRIP EDGE
<br />-"- -"-
<br />"-.
<br />
<br />
<br />"-"-
<br />
<br />"-.
<br />
<br />"-"-
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<br />'-.::: @
<br />-'::: @
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<br />W
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<br />u
<br />::J
<br />0::
<br />r-
<br />
<br />
<br />
<br />
<br />
<br />2'~H" S", TO HOST STRUCTURE "UREC CHAN~
<br />rASTEN RECEIVING CHANNEL TO HOST wALL
<br />STRUCTURE ''';1 (N) 1*10x2' SMS OR LAG SCREI";S
<br />
<br />2'xH' 5MB
<br />
<br />(N=H)
<br />
<br />DETAILD
<br />PAN OR COMPOSITE PANEL
<br />Roor CONNECTION TO rACIA
<br />&RAKE BEAMS TO wALL
<br />
<br />\ [XIS-!ING
<br />\ RDcr
<br />\
<br />
<br />*18 x 1/2' CORROSION RESISTANT-
<br />ALL PURPOSE SCREw
<br />
<br />, AL~M FLASHING
<br />______________ \ INSTtlLLED UNDER
<br />:::.:::-----~ \" DRIP STRIP EDGE
<br />I -"-~\--
<br />~"-"-,,~~~~
<br />I ]
<br />1_.. I
<br />-, -
<br />11-"-"- '- '--,-, \ :
<br />
<br />I I --, \1
<br />
<br />I
<br />i
<br />
<br />I
<br />
<br />
<br />HOST
<br />2'x4'x.06J' 5MB
<br />
<br />12' APPRO X-I
<br />I
<br />
<br />3'X12' ALUIv! RISER PANE'..S
<br />~ rASTEN PANE~S TO BEAM I"j/
<br />I. ilIO XJ/4' HEX HD CORROSION RESISTANT
<br />'\ TEKS,''';ASHER8.SEAL
<br />! \ (J) SCRE''';SI PANEL OR
<br />! \ J'x4' COMPOSITE Roor PANELS ELITE OR
<br />I I, STRUCTALL SNAP N I_OCK rASTEN "";1
<br />i \ 114' X4 1/2'LG
<br />I '\ CORROSION ,RESISTANT LAG seRE'..!
<br />i
<br />! ''';/1 1/2' DIA rENDER wASHER
<br />I \ (3) PER PANEL @l BDTH ENDS
<br />\ 8. 8' DC @RAKES
<br />r
<br />
<br />J'x12'xOJ2'
<br />(S: ALUM PANEL ROD'
<br />OR J'x4' COMPOSITE
<br />PANEL ROOF
<br />
<br />\ EXISTING
<br />ROOF
<br />
<br />
<br />----
<br />
<br />\- RECEIVING CHANNEL ATTACHE~ TO :NCR~TE
<br />3LOCK wALL HOST STRUCTURE wi J/8'x2 1/2'
<br />TAPCONS @ 12' D.: CORROSION RESISTANT
<br />APPLY STRIP SEALANT BETwEEN FACIA8.HEADER
<br />
<br />HOST
<br />2'XJ'X06J' ALUM POST
<br />wlSCREEN GROOVES
<br />OUTSIDE
<br />
<br />::L
<br />f-U
<br />(/)0
<br />C-1
<br />...Lo::l
<br />
<br />PANEL ROor CONNECTION DETAIL B
<br />TO CONC BLDCK wALL
<br />
<br />
<br />J'x12' RISER PAN
<br />FASTEN RISER PANS TD rRAME wi
<br />#10 X 1/2' HEX HD CORROSIDN RESISTANT
<br />METAL SCREw,wASHER8.SEAL
<br />APPROX 4' DC MAX AS SHOwN
<br />C3 SCREwS IPANEL BOTH ENDS)
<br />& 8' DC @l RAKE EDGES
<br />
<br />
<br />(
<br />
<br />1/2' THRU BOLTS ./ - no
<br />PER TABLE BELOV .-/
<br />VASHERS&NUTS -...
<br />CORROSION RESISTANT
<br />
<br />DETAILE- 3
<br />
<br />2xl0 S.MB.
<br />
<br />
<br />~n;.J:
<br />~~~
<br />?-<~
<br />..... [i1
<br />:::::;o~
<br />z~<
<br />::'It-Oo
<br />,.-,,~>
<br />'J' "0 ~
<br />~::t:~
<br />~-<..
<br />~ ~ .'
<br />;;= N
<br />t'" .-->'
<br />
<br />\/'
<br />Vi
<br />
<br />~.5)
<br />o
<br />
<br />2xl0 5MB CONNECTION TO
<br />4x4x.125 ALUM POST
<br />
<br />BEAM SIZE POST SIZE ~ASTENERS
<br />I. S.I'v1B. DEPTH. 5MB., I,,;EB TUBE ''';ALL1 CORROSION RESISTANT
<br />'W 1 we'll I 'T' 'N' SIZE
<br />4' 04S' .06' I (3) 3/8' BOL TS, ,"JUTS, \.lASHERS
<br />S' .OSO'06' (3) 1/2' BOL TS, NUTS, ''';ASHERS
<br />6' 050' .06' (4) 3/8' BOL TS, NUTS, wASHERS
<br />7' .055'06' (5) 3/8' BOL TS, NUTS, wASHERS
<br />7' .05S' .09' (4) 1/2' BOL TS, NUTS, wASHERS
<br />7'OSS'125' (S) 1/2' BOL TS, NUTS, 'wASHERS
<br />8' 072'06' (6) 3/8' BOL TS, I"JUTS, wASHE,~S
<br />8' .072" .09' (6) 1/2' BOLTS, NUTS, wASHERS
<br />8' 07?' 125' (6) il?' BOL TS, NUTS, wASHERS
<br />9' .072' 06' (6) 1/2' BOLTS, NUTS, \.lASHERS
<br />9'072' .09' (7) 1/2' BOL TS, NUTS, wASHERS
<br />9' .072' 125' (8) 1/2' BOL TS, NUTS, "wASHERS
<br />10' 092'\-/[B 389 ~LG (9) 1/2' BOL TS, ,"JUTS, 'wASHERS
<br />NOTE OTHER BOL T SIZES AND QUANTITIES MAY BE USED
<br />LIMITING FACTOR IS SHEAR STRESS IN THINNNER C~ BEAM OR C[JLUMN wEBS
<br />NOTE COLJMN TO ~OUNDATION CONNECTION CAPACITY MUST EQUAL
<br />OR EXCEED BEAM T~ COLUMN CONNECTION CAPACITY
<br />
<br />DETAILE-1
<br />
<br />RISER PAN ROOr
<br />CONNECT10N
<br />
<br />::NGiNEER'S NOTES -
<br />
<br />3ASIC ',.;IND VELDCITY: 120 MPH
<br />IMPORTANCE ;- ACTOR: 077
<br />::XPOSURE CA7AGDRv B
<br />INTERNAL PRESSURE COErFICIENT=OO
<br />DESIGN LOADS FDR SCREEN ROOF= 11 PSF
<br />JESIGN LOADS FOR SCREENwALLS= 14 PSF
<br />MwFRS JESIGN PRESSURE (ON rRAMES)= 23 psr
<br />
<br />
<br />I "e>"eoy ::e~"':ltV -:.'1::'- -: I i^ave :::er-":)r''"'1ed ard r-evleweCi thiS plan ::J.nd FOLAnd
<br />t to be ..(' COr'ipll::.-rce mtr see': en 1609 of the ;:""lorcia Bi..ddlng Code, 20C4
<br />!)nCi ASCE 7-02 & sectlO"l R3Cl of ~BCR 20C4.
<br />
<br />H-
<br />\v! (?lfj .
<br />
<br />\ I
<br />\ i
<br />
<br />12
<br />
<br />
<br />11/2
<br />
<br />, 3'xI2',032'
<br />RISER PAN Roor
<br />
<br />~IO x 1/2" HEX HD CORROSION RESISTANT M;::TAl SCREV
<br />~"..ASHER&SEAL
<br />APPRO X 6' DC MAX. (J SCREVS /PANEi. BOTH ENDS)
<br />AS SHOwN
<br />
<br />FASTEN 3"x.063 RECEIVING CHANNEL TO HOST 2x4
<br />V (2) _IOx1/2" SMS 2 12' DC. MAX
<br />(2) ROVS STAGGERED
<br />
<br />DETAIL OF POST TO BEAM
<br />&- NEW CARPORT ROOF CONNECTION
<br />
<br />J'COMPoSITE PANELS
<br />rASTEN TO FRAME wi
<br />1*10 X 4' HEX HD CORROSION RESISTANT
<br />METAL SCREw,wASHER&SEAL
<br />APPRO X 8' DC MAX.
<br />(J SCREwS IPANEL BOTH ENDS)
<br />& 8' O.c @l RAKE EDGES
<br />
<br />J-
<br />r--
<br />
<br />@17 KSI
<br />UPLl~T
<br />CAPACITY
<br />1.720 LBS
<br />?,550 US
<br />2,550 LBS
<br />3,500 LBS
<br />3,600 LBS
<br />4,500 LBS
<br />15,500 LBS
<br />7,000 LBS
<br />7 000 LBS
<br />7,000 LBS
<br />8,900 LBS
<br />9,SOO LBS
<br />11LOOOLBS
<br />
<br />_xH SHB
<br />
<br />HT
<br />
<br />~
<br />I
<br />
<br />DETAILE- 2
<br />COMPOSITE PANEL CONNECTION
<br />
<br />
<br />eft
<br />-0
<br />NeTE DIM HT DEPENDANT UPON
<br />LATERAL LOADING ~ OTHER
<br />SP[CI~IC DESIGN ~ACTORS,
<br />NOTE SEE SIGHT SPECIFIC DwG
<br />F"OR ~LL[JwABLE DIMEi~SION HT
<br />
<br />PATIO & CARPORT
<br />CONNECTION DETAILS
<br />
<br />l;UILlJING SHALL COMPLY 'WitH
<br />ALL APPLICABLE BUU~DlNG, I.
<br />ELECfRlCAL, PLUMBING AND
<br />MECHANICAL CODES I
<br />
<br />SHEET
<br />
<br />D.W,SMITH,P,E.#5360B
<br />rJ..ORltiA PRCHSSICJ.jAl i:/'(jI~tR~ICO~S{ ~B(R 53608
<br />Custom Home Pian Service
<br />9909 wALLAS';DN DR1V[-DADC :ITY,flDRIDA 3JS2~
<br />HX: JSC.5( j .0865 r AJ.: :r:x-'j(I-'JS6] [-i'4l,IL ;;~rtlyr,i!9tt, nPt
<br />
<br />Pt.,TIO & CARPORT
<br />CO,"INECTION DETAILS
<br />
<br />SHEET or
<br />Sf-'EET '
<br />
<br />PASCO PERMIT SERVICE
<br />SUZANNE BAHR 813-788-5314
<br />
<br />SCALE:
<br />1/4"=1FT
<br />J(S] GN/DRAVN I
<br />DNSMllH,D::: I
<br />
<br />PAR":' ~o.
<br />
<br />DaVid I Sr1l"th,P E
<br />
<br />ENGINEER ;_lCENCE liS3608 i
<br />
<br />DATE
<br />12/12/05
<br />c."1(cn:o
<br />
|