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<br />ENGINEER'S NOTES: <br /> <br />lTHE BASIC DESIGN 'WIND SPEED= 120 MPH, 3 SEC GUST <br />2 THE 'WIND IMPORTANCE FACTOR IS 0.77 <br />3 THE 'WIND EXPOSURE CATAGoRY USED IS 'B' <br />4. THE INTERNAL PRESSURE COEFFICIENT FOR OPEN BUILDINGS IS 0.00 <br />5 C&.C DESIGN 'WIND PRESSURE =+18/-27 PSF <br /> <br />FASTEN 3x12x032 ALUM PAN ROOF PANELS <br />3105-H28 ALUM TENSILE=28KSI/YIELD=24KSl <br />BOTH ENDS VI 11lOx3/4' TEKS <br />(3) SCREVS PER PANEL EQ SPACED <br />CORROSION RESISTANT <br /> <br />~, <br /> <br />2'x4'x.044' <br />ALUM TILT BEAM <br /> <br /> <br />ALUM FLASHING <br />INST ALLED 6' MIN UNDER <br />FIRST Ro'w' OF SHINGLES <br />OR UNDER DRIP EDGE <br /> <br />~IO X 1/2' HEX HD CORROSION RESISTANT METAL SCRE'w' <br />8.'WASHER&.SEAL <br />APPROX 4' DC MAX (3 SCRE'w'S IPANEL BOTH ENDS) <br />AS SHO'w'N <br /> <br />VALENCE CAP <br />~8xl/2' CORROSION RESISTENT <br />'WASHER HEADED SCRE'WS <br /> <br />12/1 <br /> <br />APPRDXl- <br /> <br /> <br /> <br />, <br /> <br /> <br />HOST STRUCTURE ROOF <br />~ <br /> <br /> <br />.~"~..,~..,~"=..,~..~.- <br /> <br />-- ..- <br />..--..--..~ <br /> <br />~8 X 1/2' CORROSION RESISTANT <br />ALL PURPOSE SCRE'W <br /> <br /> <br />ALUM FLASHING <br />INSTALLED 6' MIN UNDER <br />FIRST RO'w' OF SHINGLES ._ <br />_1 DR UNDER DRIP EDGE __---.;..::3:::::: <br />l' M I N- ___".-:->:::::::--" <br />I I' . ,,_,;,:-:-,;,:::::,::::'3::':::::~'::::::"-' ._..- <br />~ .:::-::-..-- ..-"--" <br /> <br />--.._0' <br /> <br />II -.---.. EXISTING <br />1 .._..-..- ROOF <br /> <br /> <br />12 <br /> <br /> <br />~ 3/8-16 HEX HD BOLT, 'WASHERS 8.NUT <br />CORROSION RESISTANT (2) <br /> <br />3'X3 1/8'x10' BREAK FORM CHANNEL <br />ATTACHED TO HOST STRUCTURE <br />'WI 1110X3' SMS CORROSION RESISTANT <br />@16' O.C TO HOST STUDS <br />STRIP SEALANT BET'WEEN FACIA&.HEADER <br /> <br /> <br />w <br />Cl' <br />:0 <br />.... <br />U <br />:0 <br />'" <br />Vi <br /> <br />11 GA INTERNAL ALUM BASE <br />PREDRILL VERT FLANGES <br />(2) 1/2' THRU BOLTS <br /> <br /> <br />13' <br />MAX <br /> <br />W <br />0::: <br />::J <br />f- <br />U <br />::J <br />0::: <br />f- <br />(/) <br /> <br />, '-,.; <br />~f~ <br />::c ~ DJ <br />fo, -"" Cl <br />?;ro8 <br />>t3Sd <br />~ E: ~"-: <br /> <br />.... <br /></l <br />D <br />:I: <br /> <br />FASTEN RECEIVING CHANNEL <br />TO HOST 2x4 MIN FACIA 1,11 <br />~10x2' SMS DR LAG SCREVS <br />@ 12' DC. MAX (2) RO'w'S STAGGERED <br />NOTE, CoNTRACTER TO VERIFY <br />CONDITION OF HOST STRUCTURE <br /> <br />4X VIEW @ <br />FACIA ATTACHMENT DETAIL <br /> <br />(6) 1/4' TAPCoNS/\v'ASHERS8.NUTS 2' MIN <br />IMBEDMENT. CORROSION RESISTANT <br /> <br />~x <br />l<t <br />'L <br />CO <br /> <br />X <br /><t <br />L <br /> <br />. . <br />i". ... <br />~ ~5 ; . <br />~) ...) Ci : <br />./ 0 " , <br />.; % ~ <br />"'~ -~ ,-: <br />-.-' =. Z~- <br />~ - ~.j;. <br />~.~ "" "-"'1 <br />: :;,~ ~') <br /> <br />1/2-13 HEX HD BOLT, 'w'ASHERS 8.NUT <br />CORROSION RESISTANT (2) <br /> <br /> <br />3'x3'x,063' <br />ALUMINUM COLUMNS @8' DC, MAX <br />TYPICAL <br /> <br />f- <br />(/) <br />o <br />I <br /> <br />o <br />.---< <br /> <br />3/8-16 HEX HD BOLT, \v'ASHERS 8.NUT <br />CORROSION RESIST ANT (2) <br /> <br />3/8-16 HEX HD BOLT, 'WASHERS &.NUT <br />CORROSION RESISTANT (2) <br /> <br />4' CONCRETE SLAB DR FOOTING <br />'w'ITH 6X6 10/10 V'w'M OVER <br />6 MIL POLY FILM OVERLAPPED 6' <br />OVER CLEAN COMPACTED SOIL <br />'w'lTH EDGES TAPED <br /> <br />DETAIL OF <br />END POST TO CONCRETE <br />CONNECTION <br /> <br /> <br /> <br />/16-18 HEX HD BOL T, 'w'ASHERS "NUT <br />CORROSION RESISTANT(2) <br /> <br />l'x2' ALUM BASE PLATE CTYP) <br /> <br /> <br />11 GA INTERNAL ALUMINUM BASE <br />PREDRILL VERT FLANGES <br />(2) 3/8' THRU BOLTS <br />(f COLUMN FASTENED 'WITH <br />3/8' X5' EXPANSION BOLT <br />2 1/2. MIN, ENGAGEMENT 'WITH SLAB <br />. t <br /> <br /> <br />4/1 '____"_"_"_"_"_"_"_"_"_"_"_"_"_"_"_"_ <br /> <br />t <br /> <br />. . <br />... ..:-..-....: 7" -:-.- --- <br /> <br />2'x4'x063' <br />ALUM TILT BEAM <br /> <br /> <br />3'x3'x.063' <br />ALUMINUM COLUMNS @8' O.c. MAX <br />TYPICAL (3) IN FRONT@ 8' O.c. <br /> <br /> <br />GRADE <br /> <br />. . , <br />, . <br /> <br />;. . <br /> <br />~2'-~ <br /> <br /> <br />ENLARGED VIEW @ <br />I COLUMN TO 5MB <br />~ - -- - - - -- - - - -- ----- - - - --- -- - - - ---I <br /> <br />AL TERNATIVE I <br />: 062'IN(/~D~L 3'x3'X.063' ALUMINUM COLUMN I <br />I <br />I <br /> <br />PT 2x4/DECKING I <br />FASTEN TO JOISTS I <br />'w'/#8x3 DECK SCRE'w'S I <br /> <br />I <br />I <br /> <br />I <br />I <br />I <br />I <br /> <br />I <br />I <br /> <br />I <br /> <br />I <br />I <br /> <br />... <br /> <br /> <br />~ NOTE, NO FOOTER REQ'D EXCEPT 'w'HEN ADDRESSING ERROSION <br />Y4' 2500 PSI NOMINAL SLAB 1,1/0 FOOTER MAY <br />--'vi BE USED ON LEVEL GROUND UP TO SLOPES OF 1./12' <br />H8.'w'=8'x8' FOR GRADE SLOPE GREATER THAN 1./12' UP TO 2'/12' <br />H8.'w'=12'x12' FOR GRADE SLOPES GREATER THAN 2'/12' <br />~~'w'FtBLtRBMSESTHO HAVE EITHER 6'x6'-~10/10'w''w'M COVERED ADDITION <br /> <br />~~~oF~gTEJ/NI0~E5 REBAR CONTINUOUS TYPICAL SIDE ELEVATION <br /> <br />T <br />r <br /> <br />6 <br /> <br />NOTE: MAY ALSO BE CONSTRUCTED ON WOOD DECK <br /> <br />it to be <br /> <br /> <br />ha. ve perforMed a.nd reviewed this pla.n a.nd found <br />1609 of the Florida. Building Code, 2004 edition, <br /> <br />(' Da. viol IJ, SMith,P,E, <br />CUSTOMER, <br /> <br />DESIGNED FOR 120 MPH \v'IND ZONE <br />PASCO COUNTY, FLORI DA <br /> <br />D.'W.SMITH. P.E. <br />fUllllDA PR(HSSIIlNAL ENC.INI:Ell L1Cl:NSE NU"BEII 53608 <br />Custom Home Plan Service <br />9909 WAllAS TON DR I YE, DADE CITY, flOR IDA 33525 <br />P!O<.lS2'5i?1-01165 rA.<lS2-5i?1'1l867 ('HAll. ze""yr~7f9" "'" <br /> <br /> SHUT or <br />COVERED ADDITION OF 1 <br />SCALE: DATE PART NO. <br />AS NOTED 11 11 05 <br />OCS1GN/DRAIJN CHECKED CARPORT ' E <br />D,W.SMITH,PE 120 <br /> <br />3000 PSI CONCRETE 2'x2'X2' FOOTING <br />OVER CLEAN COMPACTED SOIL <br />3'X3'X.06' MIN ALUM COLUMN IMBEDDED 2' MIN IN <br />PIER IoIITH 1 # 5 X 12' REBAR MOUNTED CROSS\v'ISE <br />8.CENTRAL THRU COLJMN APPRDX, 4' FROM COLUMN END <br />(3) PIER rOOTINGS LOCATED PER PLAN <br /> <br />TYPICAL DETAIL OF <br />ALTERNATIVE WOOD DECK <br />POST TO DECK <br />CONNECTION <br /> <br />24'MAX DC - <br />TYPICAL <br /> <br />ENLARGED VIEW <br />ALTERNATIVE PIER FOOTING DETAIL <br /> <br />#10 TAPCONSX 3 1/2' <br />-CORROSION RESISTANT <br />2' MIN IMBEDMENT IN 2'x6' <br />PERIMETER JOISTS <br /> <br />PASCO PERMIT SERVICE <br />ENGINEER LICENCE *53608 SUZANNE BAHR 813-788-5314 <br />