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<br />ENGINEER'S NOTES: G~
<br />
<br />!THE BA SIC DE S; GN 'vi I ND SPE=- ,,= 120 f-1,,~~/)3 SEe GUS T
<br />2 "'1)'= 'w'lND IMPORTANCE F'ACTLJR-t~7
<br />3 THE \w'IND EXPOSURE CATAGiJC2Y USED IS '3'
<br />4 THE INTERNAL PRESSURE COEFTICIENT FOR JPEN BUILDINGS IS 000
<br />S, C8xC DE:SIGN 'w'IND PRESSURE: =+18/-27 PSF'
<br />
<br />'110 X 1/2' riD HD CCRROSION RESISTAW METAL SCRE'w'
<br />8.\..IASHER8.SEAL
<br />APPRDX 4' DC MAX, (] SCRE..IS IPANEL BOTH ENDS)
<br />AS SHO'w'N
<br />
<br />ALUM FLASHING
<br />INSTAL_LED 6' MIN UNCER
<br />F'IRST ROW OF SHINGLES \
<br />OR UN[ER DRIP EDGE '
<br />
<br />VALENCE CA>='
<br />rt8x1/2' CORROSION RESISTENT
<br />..lASHER riEADED SCREwS
<br />
<br />
<br />
<br />12M
<br />
<br />\
<br />
<br />
<br />A PP RO XI_1=.~~~T.~T:U~E_
<br />
<br />
<br />
<br />I ,-,,-"--
<br />
<br />, -' .
<br />
<br />ROOF'
<br />
<br />FASTEN 3x12x832 ALUM PAN ROOF PANELS
<br />3105-H28 ALUM, TENSILE=28KSI/YIELD=24KSI
<br />BOTH ENDS VI ~lOx3/4' TEKS
<br />(]) SCRE\JS PER PANEL ED, SPACED
<br />CORROSION RESISTANT
<br />
<br />
<br />ALuM FLASHING
<br />r INSTAL_ED 6' MIN UNDER
<br />FIRST ROW OF SHINGLES ,_
<br />I ~11 OR UNDER DRIP ElJGE _/";",~";'::::;
<br />-l'MI I ._.-.-:-.-:".:3::::-"-
<br />ill I' j ,/,,~_::,::::,::3::~-::::::"-'
<br />
<br />_.._,-:-.-.'-::::::'''3:::::::,/' _/_/,/-/
<br />
<br />-..-"
<br />
<br />~ ' _,,// /" EXISTING
<br />,,/ ROOF
<br />
<br />12
<br />
<br />118 X 1/2' CORROSION RESISTANT
<br />ALL PURPOSE SCREW
<br />
<br />
<br />'~3/8-16 HEX HD BOL T, WASHE,RS 8.NUT
<br />CORROSION RESISTANT (2)
<br />
<br />
<br />2'x4'x,C44'
<br />ALUM, TIL T BEAM
<br />
<br />I
<br />
<br />~'ll
<br />I '" I
<br />I
<br />
<br />,
<br />
<br />3'X3 1/8'xIC' BREAK FORM CHANNEL
<br />ATTACHED TO HOST STRUCTURE
<br />\,.// ilIOX3' SMS CORROSION RESISTANT
<br />@16' O,C TO HOST STUDS
<br />STRIP SEALANT BET'w'EEN F ACIA&HEADER
<br />
<br />w
<br />'"
<br />21
<br />
<br />I~ 1
<br />~I
<br />D
<br />J:
<br />
<br />~,
<br />
<br />FASTEN RECEIVING CHANNEL
<br />TO HOST 2x4 MIN FACIA '..11
<br />illOx2' SMS OR LAG SCREWS
<br />e 12' o.c MAX (2) ROWS STAGGERED
<br />NOTE CONTRACTER TO VERIFY
<br />CONDITION OF HOST STRUCTURE
<br />
<br />4X VIEW @
<br />FACIA ATTACHMENT DETAIL
<br />
<br />13'
<br />MAX
<br />
<br />W
<br />iY
<br />:)
<br />f-
<br />U
<br />:)
<br />iY
<br />
<br />:
<br />x
<br /><[
<br />L
<br />
<br />ft,',----:f;:/:,:~;~:: .
<br />4' CONCRETE SLAB OR FOOTING
<br />'..lITH 6X6 10/10 \./\,JM OVER
<br />6 MIL POLY FILM OVERLAPPED 6'
<br />OVER CLEAN COMPACTED SOIL
<br />WITH EDGES TAPED
<br />
<br />
<br />r-l/2-13 HEX HD 30L T, 'w'ASHERS &NUT
<br />I CORROSION RESISTANT (2)
<br />
<br />I (6) 1/4' TAPCONS/VASHERS&NUTS 2' MIN
<br />CORROSlON RESISTANT
<br />
<br />\OX
<br />1<[
<br />, L
<br />co
<br />
<br />f-
<br />
<br />11 GA INTERNAL ALUM BASE
<br />PREDRILL VERT FLANGES
<br />(2) 1/2' THRU BOLTS
<br />
<br />
<br />3'x3'x063'
<br />ALUMINUM COLUMNS @8' O,C, MAX
<br />TYPICAL
<br />
<br />(/)
<br />
<br />,
<br />C)
<br />.--<
<br />
<br />f-
<br />
<br />(/)
<br />o
<br />I
<br />
<br />,
<br />ru
<br />i
<br />i
<br />,
<br />
<br />i
<br />Ill'
<br />I- .t.
<br />r ,U
<br />
<br />]'x3'x063'
<br />ALUMINUM COLUMNS @8' o.c, MAX
<br />TYPICAL (J> IN FRONT@ 8' DC
<br />
<br />
<br />GRADE
<br />
<br />
<br />3/8-16 HEX HD BOLT, WASHERS
<br />~CORROSION RESIST ANT (2)
<br />
<br />II GA INTERNAL ALUMINUM BASE
<br />PREDRILL VERT FLANGES
<br />(2) 3/8' THRU BOLTS
<br />
<br />8.NUT
<br />
<br />I
<br />
<br />~~I
<br />REVIEW DATE:-2L 2Y '0 ~ I
<br />CITY OF ZEPHYRHJCL 1.'7
<br />BUILDING OFFICIAL_ ' "" f, ~\lt)
<br />
<br />DETAIL OF
<br />END POST TO CONCRETE
<br />CONNECTION
<br />
<br />
<br />3/8-16 HEX HD BOLT, 'w'ASHERS ~NUT
<br />/CORROSION RESISTANT (2)
<br />
<br />@
<br />
<br />
<br />COLUMN FASTENED wITH
<br />3/8' XS' EXPANSION BOLT
<br />2 1/2' MIN ENGAGEMENT WITH SLAB
<br />I
<br />,
<br />
<br />4" '-"-"-"-"-"-'--"-"-"-"-"-"-"-"-"-"-"-
<br />
<br />t
<br />
<br />2'x4'x063'
<br />ALUM TILT BEAM
<br />
<br />
<br />ENLARGED VIEW @
<br />I COLUMN TO 5MB
<br />r- -- - ------- ------- - -- -, -- - --- ---I
<br />ALTERNATIVE ,
<br />:062'IN0E~U~\ 3'x3'X063' ALUMiNUM COI_UMN ,
<br />
<br />\ &NUT
<br />2'x2'x062' ANGL~'
<br />EACH SiDE
<br />, ,,""":>: J'x2' ALUM EASE PLATE CTYP)
<br />
<br />PT 2x4/JECKjNG
<br />F"'STEN TO JOISTS
<br />.~/~8x3 DECK SCRE'w'S
<br />
<br />I
<br />I
<br />
<br />.4 !
<br />
<br />
<br />NOTE NO FOOTER ,REQ'D EXCEPT WHEN ADDRESSING ERROS10N
<br />Y4. 2500 PSI NOMINAL SLAB W/O FOOTER MAY
<br />BE USED ON I_EVEL GROUND uP TO SLOPES OF 1'/12'
<br />H&W=S'xS' FOR GRADE SLOPE GREATER THAN 1'/12' UP TO 2'/12'
<br />H8.'w'=12'x12' FOR GRADE SLOPES GREATER THAN 2'/12'
<br />~~WFISBLtRBMSESTHo HAVE EITHER 6'x6'-~lo/loW\.'M COVE RE D AD D ITI 0 N
<br />
<br />~3~oF~SOITf~}/,~O:~ REBAR CoNT,NUOUS TYPICAL SIDE ELEVATION
<br />
<br />I ~
<br />[~;::>/_.J
<br />I '- I
<br />, I
<br />
<br />NOTE: MAY ALSO BE CONSTRUCTED ON WOOD DECK
<br />
<br />ENLARGED VIEW
<br />ALTERNATIVE PIER FOOTING DETAIL
<br />
<br />TYPICAL DETAIL
<br />ALTERNATIVE WOOD
<br />POST TO DECK
<br />CONNECTION
<br />
<br />~ 1 (
<br />\ - ,
<br />!_\~ 'e- 2~:::~ :';'""" com
<br />
<br />OF ' TYP/C"'L
<br />
<br />DECK ~IO iAPCONSX 3 .12'
<br />-CORROSION RESISTANT
<br />2' MIN jMBEDMENT :N 2'x6'
<br />OERjME~ER .JOls7S
<br />
<br />rereby certify tho.t I ho.ve oert:'orr'1ed o.nd reViewed this plo.n o.nd found
<br />It to i:::e in cOr'1plio.nce With the Florldo. BUilding Code, 2004 edition
<br />
<br />3000 PSI CONC'<ETE ?'X2'X2' rOOTI~G
<br />OVER CLE"'N COMPACTED SOIL
<br />3'X3'X,06' MIN A~UM COLUMN IMBEDDED 2' MI~ IN
<br />PiER IJITH : ~ 5 X 12' ,::BAR ~OUNTED CROSS'~ISE
<br />&CCNTRAL "HRU C:OLU,'IN APPROX 4' rROM COLUMN [ND
<br />(3) PIER rOOTiNGS LOCATED PCR PL"'N
<br />
<br />~\ I JES;GNED FOR 120 MPH VIND ZONE
<br />PASCO CiJU:-.J~Y, F _ORIDA
<br />
<br />-J~i \}j, J" t. · D,,;.~,y "'~~ I~.\~,," ~1i: ,:,~ .
<br />
<br />~ 0 Custom H07ne Plan Service
<br />, l' 9909 "^LLA\TDN DRIVE-DADE Cln.rLORIDA J3525
<br />\ i \' J- 'IO( 35<-51H)865 rAt 352-511'086) [,....Il z",,,,,,,';~g" eel
<br />I ' 1 PASCO PERMIT SERVICE
<br />~EER _ICENC[ .53608 SUZANN'" BAHR 813-788-5314
<br />
<br />Do. vid \,./, Sr'1ith,P E
<br />ICUSTOMER
<br />
<br />SHEE T OF
<br />
<br />COVERED ADDITIO~
<br />
<br />OF 1
<br />
<br />SCALE I DATE
<br />AS NOTE!) I 01/27/06
<br />
<br />! D(SIGN/!:lRAIJN i CHECKED
<br />ID'NSM:TH,PE 1
<br />
<br />P^f2 ~Cl
<br />
<br />"B21'
<br />
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