<br />:NGINEER'S NOTES:
<br />~ J',_'":lGN':P'_'_"= 12C fA;jf-< InND S;jE:::=, ~
<br />~H:: \,/INL _. _ -
<br />
<br />THE
<br />Tf-<[
<br />
<br />~INJ I~PDR7AN=E ~ACTCR !S 0,77
<br />wINJ EXPOSURE CATAGORY US[D IS 'B"
<br />INTERNAL PRESS~RE COE:F'IC;[NT=~/- [,18
<br />jJESIGNw'INr:; PRE:SSURE ="'20/-28 PSF
<br />
<br />:~E
<br />C&C
<br />
<br />
<br />SINGLE
<br />?x4 TOP PLATE
<br />FASTEN TO ALUM EDGE BEAM
<br />wi RI0x2' TEKS@ 16' O,C, MAX
<br />
<br />DBL 2x- HEADER PE~
<br />TABLE FEC 502,5CD
<br />(1) LAYER 1/2. c;SB JR CDX
<br />
<br />1/2' CDX DR
<br />STRUCTUR6.L
<br />FASTEN PER NOTE
<br />
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<br />SIIvlPSJN S;j:: CR
<br />:::QU~\/AL..:::NT
<br />
<br />A,-L:M '_"'SHING
<br />INS-A,-_::D 6' Mlr~ U0;DER
<br />;- IR ST ROw OF SHI NGL::S
<br />OR ~N0ER JR;p [DG::
<br />
<br />XIST!i'-JG CA,RPORT ROOF
<br />"'SENED TO EXISTING
<br />LUMINV.1 B[AMS
<br />
<br />DBL 2x4
<br />TOP PL.ATE
<br />AT RAKE: [DG:::S
<br />THAT DC NOT HAVE:
<br />EXISTING ALUM BE
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<br />~ ? /I
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<br />APPRCX'1
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<br />
<br />II
<br />I,
<br />
<br />I
<br />
<br />[XI STING
<br />
<br />
<br />cASTEN ALL STUDS TO
<br />TOP PLATES wi
<br />SIMPSON SPI
<br />OR EQUIVALENT
<br />
<br />1/2'
<br />
<br />GYPSUM
<br />
<br />DBL 2x4 '~
<br />TOP PLATE I 0
<br />BETwEE:N EXISTING, .
<br />3'x3' ALUM POSTS I ...J
<br />~J
<br />
<br />
<br />l:l X
<br />... <[
<br />L
<br />
<br />2X4 wOOD STUDS @ 16' O,C,
<br />TyPICAL CONSTRUCTION BETw'EEN
<br />EXISTING ALUMINUM POSTS
<br />
<br />. ,
<br />I
<br />
<br />1'1
<br />
<br />l.!JJ
<br />
<br />wINDOwS PER SCHEDULE
<br />RATED FOR 120 MPH wIND SPEED &
<br />APPLIED PER MFGRS INSTRUCTIONS
<br />
<br />R11 INS
<br />
<br />2X4 wOOD STUDS @ 16' O,C
<br />TYPICAL CONSTRUCTION BETwEEN
<br />EXISTING ALUMINUM POSTS
<br />
<br />SIDING TO
<br />MATCH EXISTING A
<br />
<br />NOTE ALL wOOD TO BE U
<br />6' ABOVE GRADE
<br />I 11 '
<br />, I I II
<br />~ ~:
<br />! GRADE LY\
<br />
<br />
<br />
<br />~ EXIS~ING
<br />
<br />
<br />
<br />D' 2,4 BASe PLA'E ~
<br />cASTEN ;0 t::XISTING FCU:'-JDATIDN \,jl
<br />1/2'w'EDGE AN::::i--1:JRS x3 1/4' n- _ _
<br />EMBEDMENT LDCA TEL: wITHH-J 8' Lx :.ND:::.
<br />EACH SIDE CJc DOORS p.. 'JINDDwS :PENINGS
<br />8. 24' J,C 'v1AX
<br />
<br />WOOD FRAME ENCLOSURE OF
<br />EXISTING CARPORT OR COVERED PATIO
<br />TYPICAL ELEVATIONS
<br />
<br />," -ho. - . h" ve ~eV"'C("'r""eCl o.nd reViewed thiS Dlo.n
<br />T hereoy cer-:lr y ,~' ~ ~ ,'u ~";: ':'~ r;:) _ '-
<br />It tc be 1:-, C:;MDllo.nce wl~h 5eC-:10", R,JOl Or , Bc..", 2Cl04
<br />Do. Vld \,./ SMlth,:J[
<br />
<br />'ASTEN ALL STUDS TO
<br />PT BASE PLATES wi
<br />SIMPSON SPl
<br />DR EQUIVALENT
<br />
<br />rASTEN 2x4 'w'oOD
<br />STUDS TO 3x3 ALUM POSTS
<br />'w'/~IOx2' ilKS e 18' o.c.
<br />
<br />~CST STRUCiURE
<br />\
<br />\
<br />,"""",""",."""",,,.""".,'''''''.,''''''''.,'''''-
<br />
<br />-,.--
<br />
<br />ROJF
<br />
<br />~
<br />
<br />GRADE
<br />
<br />.._, ,_...1.._, '_"_
<br />
<br />/
<br />
<br />I
<br />/
<br />I
<br />/ SIMPSON SPH4 DR [QU!V
<br />L- APP:"'IEJ ;::>E:R MF'GRS SPECS
<br />TYPICAL DR EQUIVALENT
<br />
<br />onCl POLAnCl
<br />
<br />[NGjN~ER '_!ctNCE: IiS36GS
<br />
<br />ENCLOSE CAR PORT
<br />
<br />'H(,: or
<br />
<br />CONCRETE SLAB 8. FOUNDATION
<br />
<br />REVIEW DATE:_Z /[2 ) ,
<br />CITY OF ZEPIIYRlti~ \
<br />BU'LDlNG OFFrCIAL_ /1 ~ J I~
<br />
<br />3068 PH DOOR MAY BE
<br />LOCATt::D AT EITHER SIDE DR END
<br />RA~ED FOR 120 MPH , 3 SEC GUST
<br />
<br />OF 2
<br />
<br />
<br />D.\iV.SMITH, F.E.
<br />rlJRIOA "RorESSi::.NAL. ~NGlI,jEER l.iCENSr ~a(R 5J~08
<br />Projects Consulting, Eno.ineer
<br />9909"IJALL.ASTIJN DRIII[-DADE Cln.rlOR"'L,IA, 33525
<br />PrIM, 35C-~,i-0865 lAX, 352-521-0867 [-w.,A.ll 1t';i'\yr?7Egit, rlf'j
<br />, PASCO PERMIT SERVICE
<br />I SUZ,~~JN:: 3AHR 813 783-5314
<br />
<br />seALE ! 0 1,i ,,_D, ;T/[ (', ~
<br />A5 NOT:D ,'_ vv
<br />DCSluN/CRAIJN! CHEC.KtD
<br />D\\'SMiTH,P',
<br />
<br />PAR" ~o
<br />
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<br />6
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<br />;:N:P 01
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