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<br />llIOx3/4' CORROSION RESISTENT <br />~ASHER HEADED TEKS <br />@l RAKE EDGES @l6' DC <br />TYP BOTH SIDES <br /> <br />3'x12'x032' ALUM PAN ROOF" <br />FASTEN TO F"RAME ~I <br />lil0 X 1/2' HEX HD CORROSION RESISTANT <br />METAL SCRE~,~ASHER~SEAL <br />APPROX 4' DC MAX AS SHOI./N <br />(3 SCRE~S IPANEL BOTH ENDS) <br /> <br /> <br /> <br /> <br />/ <br /> <br />(N) 116 HEX HD BOLTS THRU, <br />~ASHERS &NUT <br />CORROSION RESISTANT <br />(N=H/2) ROUND UP F"OR <br />ODD SIZES <br /> <br />2'xH'SMB <br /> <br />3'x3'xT' <br />ALUM COLUMN <br /> <br />DETAIL OF <br />SIDEBEAM <br />CONNECTION <br /> <br />, , <br />DETAIL G <br />CONNECTION DETAIL OF <br />POST TO 2"xH" 5MB <br /> <br />1\0 x 1/?~ HEX Ht) CORROSIOtl RES\S.~M4i <br />ME: TAt SCR('W ,'WASt-f:R\S(AL. <br />APPROX 4~ OC MAX. "S StCWPol <br />() SCR(V'$ IPAN[L BOTH ENDS> <br /> <br />2'x6'x063'ALUM. 5MB <br /> <br /> <br />PANELS <br /> <br />\~~~12'X 032' ALUMINUM RISER PAN ROOF <br />\'-" 32 """"" DR E!lW"'" <br /> <br />POST TO BEAM CONNECTION VI <br />(3) 3/8' THRU BoL TS .\,IASHERS~NUTS <br />CORROSION RESISTANT TYP1CAL <br /> <br />2'x3'x044' <br />KNEE BRACES <br />TYP BOTH ENDS <br />CONNECT KNEE BRACE TO COLUMN \,11TH <br />050' 'u' CHANNEL OR GUSSET PLATE <br />F" AS1EN \,lITH SM.S.AT EACH CoNNEClION P1 <br /> <br />lUMINUM COLUMN (5) PLACES PER PLAN <br />3' X 3' X .093' STRUCTURAL <br /> <br />"J" <br />DETAIL <br />TYPICAL KNEE BRACE CONNECTION <br /> <br />NOTE: CONNECTOR MAY BE (2) 2'x2'xl/8'xH ANGLES <br />DR INTERNAL 'U' DR EXTERNAL 'U' CHANNEL <br />.......................l......................................0 <br /> <br />NOTE (N=HEIGHT OF 5MB) H N=H i <br /> <br />m_....m........__..t..m....u..... ................... Q <br /> <br />ALUM 2'x ' 5MB PER SPECIFIC DESIGN <br />FASTEN 'viI li12x3/4' SMS <br />(N) PER SIDE OF CONNECTOR <br /> <br />w <br />Cl:: <br />:::> <br />f- <br />u <br />:::> <br />Cl:: <br />f- <br />Vl <br /> <br />f- <br />Vl <br />o <br />I <br /> <br />FASTEN CONNECTOR TO PT LEDGER <br />1./1 (N) I/4xl 1/2' LAG SCREI./S <br /> <br /> <br />PT 2X_LEDGER 1./1 1/4xl 1/2' LAG SCRS @12' <br /> <br /> <br />3'XI2' ALUM RISER PANELS <br />FASTEN PANELS TO BEAM ~I <br />1*10 X3/4' HEX HD CORROSION RESISTANT <br />TEKS, ~ASHER&SEAL <br />(3) SCRE~SI PANEL DR <br />3'x4' COMPOSITE ROOF PANELS ELITE <br />STRUCTALL SNAP N LOCK FASTEN ~I <br />1/4' X4 1/2' LG <br />CORROSION RESISTANT LAG SCRE~ <br />~/l 1/2' DIA F"ENDER ~ASHER <br />(3) PER PANEL @ BOTH ENDS <br />~ 8' DC @RAKES <br /> <br />ALUM RI DGE CAP ~ I <br />1*10x 5/8' SMS <br />@ 12' O.c. <br />CORROSION RESISTANT <br /> <br /> <br />'- <br /> <br />" <br /> <br />...............................\ <br />...,.."....... . <br />, ................ <br />...., ...... ,. <br /> <br />(4) 3/8 THRU BOLTS <br />~ASHERS,NUTS <br />CORROSION RESISTANT <br /> <br />2'x9' 5MB <br />RIDGE BEAM <br /> <br />3/8' THROUGH BOLTS <br />~ASHERS&NUTS (4) <br /> <br /> <br />3'x3'xI2S' TUBIN <br />TYP KING POSTS <br /> <br />/ <br /> <br />/ <br /> <br />DETAIL H <br />ROOF BEAM TO CARRIER BEAM <br />USING KING POSTS <br /> <br />SHB CARRIER BEAMS) <br /> <br />FASTEN PANELS TO BEAM VI <br />"10 X3/4' HEX HD CORROSION RESISTANT <br />TEK METAL SCRE\,I.\,IASHER~SEAL <br />(5) SCRE\,ISI PANEL <br /> <br />~ <br /> <br /> <br />3'XI2' RISER PAN ROOF <br />OR COMPOSITE PANEL ROOF <br /> <br />" <br /> <br />/ <br /> <br />I <br />I <br /> <br />! <br /> <br />\ <br /> <br />3'X12' RISER PAN Roor <br />OR COMPOSITE PANEL ROOF <br /> <br />3'x3'x093'MIN AL POST <br /> <br /> <br />PTONAl GUTTER&DO\,lNSPOUTS <br /> <br />I <br /> <br />(N) 5/16 ~X HD BOLTS THRU( <br />W'ASHERS ~NUT <br />CORROSION RESISTANT <br />(N=H/2) ROUND uP FOR <br />ODD SIZES ~ <br /> <br />I <br />I <br /> <br />/ <br /> <br />/ <br />" <br /> <br />/ <br /> <br />-- <br /> <br />DETAIL "L" <br />CARPORT/MOTORHOME <br /> <br /> <br /> <br />I hereby certify tho. t I ho. ve perforMed o.nd reviewed this plo.n o.nd found <br />it to be in cOMplio.nce with section 1609 of the Florido. Building Code, 2004 edition <br />o.nd ASCE 7-02 8. section R301 of FBCR 2004. <br /> <br />Do.vid w. SMith,PE <br /> <br />ENGINEER LICENCE '53608 <br /> <br />3'XI2' ALUM RISER PANELS OR <br />FASTEN PANELS TO BEAM ~I <br />#10 X3/4' HEX HD CORROSION RESISTANT <br />TEKS, ~ASHER~SEAL <br />(3) SCRE~SI PANEL DR <br />3'x4' COMPOSITE ROOF PANELS <br />STRUCTALL SNAP N LOCK FASTEN <br />1/4' X4 1/2' LG <br />CORROSION RESIST ANT LAG SCRE~ <br />~/l 1/2' DIA FENDER ~ASHER <br />(3) PER PANEL @ BOTH ENDS <br />& 8' O.c. @RAKES <br /> <br />ALUM RIDGE CAP ~ I <br />1110x 5/8' SMS <br />@ 12' DC <br />CORROSION RESISTANT <br /> <br />3'x3'x.12S' TUBIN <br />TYP KING POSTS <br /> <br /> <br />2'x'W 5MB <br />RIDGE BEAM <br /> <br />3/8' THROUGH BOL TS~ <br />W'ASHERS8.NUTS (4) <br /> <br />" 1" <br />DETAIL <br />ROOF BEAM TO COLUMN <br />TO FOUNDATION CONNECTION <br /> <br />., ~ -. <br /> <br />. . . <br /> <br />.. <br /> <br />:; "'~:" '. ...... " '.:" ~ <br />.. ....,'.. . <br /> <br />. f' ~ # '. <br /> <br />. , <br />. . <br /> <br />. '. <br /> <br />. " . <br /> <br />ALUM FLASHING UNDER EXISTING DRIP EDGE <br />TO EXTEND 12' OVER PAN ROOF <br /> <br />3'X12'X.032 ALUMINUM PAN Roor <br /> <br /> <br />~IO X 5/8' CORROSION RESISTANT <br />\,IASHERISEAl HEADED SCREV <br /> <br />EXIST1NG <br /> <br />.._..L.R:F._ <br /> <br />3 1/8'x3'X.06' <br />RECEIVING CHANNEL <br />FASTENED TO \,IALL STUDS <br />OF HOST STRUCTURE AT <br />EACH STUD VITH ONE <br />I/4'XI 1/2'LAG AND 3/4' <br />IJASHER CORDS ION RESISTIVE <br /> <br />4X VIEW @ <br />ROOF ATTACHMENT <br /> <br />ENGINEER'S NOTES - <br />BASIC VIND VELOCITY' 120 MPH <br />IMPoR1 ANCE F AC10R 0.77 <br />EXPOSURE CATAGoRY, B <br />IN1ERNAL PRESSURE CoEFFICIENT=O.O <br />DESIGN LOADS FOR SCREEN RooF= II PSF <br />DESIGN LOADS F"OR SCREEN IJALLS= 14 PSF <br />MWRS DESIGN PRESSURE (ON F"Rf'Mfj)PSF BUILDING SHALL COMPLY WITH <br />ALL APPLICABLE BUILDING, <br />ELECTRICAL, PLUMBING AND <br />MECHANICAL CODES. Lfj - ~ <br /> <br />7 <br /> <br />D. W,SMITH,P .E,Jl53608 <br />rUJRlDA PR[J"(SSII)Ul(. ENGII€:U LlCENSl'fU1Il.R 53608 <br />Custom Home Plan Service <br />9909 _AlLASTON DRIVE-DADE CITY,rlORIDA 33525 <br />f'1{)('J5i.l.~J-C1865 fAX:3"JC-521-0967 (.MAll' zf'pI'1yr2~tr,nrt <br /> <br />PATIO & CARPORT <br />CONNECTION DETAILS <br /> <br />SHEE T Dr <br />SHEET 2 <br /> <br />PASCO PERMIT SERY1CE <br />SUZANNE BAHR 813-788-5314 <br /> <br /> <br />PART NO. <br />