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<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 /> <br />, <br />,:r ~ <br />, <br /> I' I <br /> Ii : <br />I! <br /> ~ <br />I I w <br />D:: ~ <br /> :::J <br /> f- X , <br /> u J <br /> :::J <I: , - <br /> D:: ~~ rs, \ <br /> f- ~ <br /> (/) ~ <br /> l- <br /> I <br /> (/) I <br /> 0 <br /> :L I <br /> I <br /> I <br />~ I <br /> I <br /> I <br /> I <br /> I <br />..... I <br /> I <br /> I <br /> I <br /> <br />-, :("'- <br />,-,c..,-:> <br /> <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 <br /> <br />~ ? /I <br /> <br />, \ ' <br />I " <br />APPRCX'1 <br />! I' <br />I \ <br />, \ <br />I <br /> <br />1;:> <br /> <br /> <br />1 /? i <br /> <br />, <br /> <br />-= <br /> <br /> <br />I I <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 /> <br />-~ <br />6 <br />~..~ <br />jlU <br />, <br /> <br />;:N:P 01 <br />