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<br />E0IGINEER'S NOTES:
<br />
<br />l.-h:::- BAS;C DESIG.', \./IND SPEE1J= 120 ~'iD,-!, 3 S:=::::: GLS~
<br />2 ThE \./IND IMPCRTA:'~CE F"AC:[JR IS :,77
<br />, Tn["/IND [XPCSLJR[ :::ATAGOR':' uSED IS '3'
<br />4 TI~[ ~NT[I~NAi_ PRESSUR,:= CC[r-F""lClE:NT ::-C\~ CP[0J BL'IL~~\JGS IS :Joe
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<br />~lD 'I.. 1/2' hEX r'D CCRRQSIC" RESIS:AN' ~ETAL seRE'''/
<br />3. ,,./ ~Sr<E R& SE A!_
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<br />~l..UM O"LC;Si-1;NG
<br />:NSTAI_~Eu 6' MI,,,.;NDER
<br />O"IRST R[\./ CF SHINC_ES
<br />OR i...H'4Dt.::< JRIP ::JCC:
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<br />I NOTE NO ::-:::DTERREJ'D EXCEP: '';HEN ADDRESS:NG ERROS;ON
<br />L' '/4" 2500 PSI \j[jM[NAI_ SLAB \.//0 O"OOiER MAY
<br />i-\vV-1 BE ..JSE] uN '-.EVE'-. GRCL.ND uP TO SLJPES OF 1'/12"
<br />1 H!.\v=S"xS' FOR GRADE SLOPE GREATER THAN ,'/12' uP -0 2"/:2"
<br />/ ,rC,&''';=12"x12", F2, R GRADE Sl..OPES GREATE,R ,--IAN 2"/12"
<br />N E '../ S LAB S - 0 '-i A V E E IT HER 6" x 6" - ill (] /1 0 \.I 'N M
<br />/ DR FIBERMESrl COVERED ADDITION
<br />~ ~~~Oc~SOlE}/'~:CTij~ REBAR CCNT1NUCJS T\TPICAL SIDE ELEVA TIO:-r
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<br />~ C3.C
<br />
<br />DESIGN \,./IND PRESSURE =+18/-27 PSF
<br />
<br />VALENCE CA?
<br />;:j8x1/2' CORROSION RESISTENT
<br />,./ASHER hEADED SCREwS
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<br />r ~LU~ I'~,L:~H:~G : !'\r-~
<br />I .NS 1 Ac.u...) 0) ~IN .jNw[..i'<
<br />, 'IRS'" RO\.l cr SHINGLES
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<br />3:0S-rl28 AI..'Jf.t TEINS;LE=28KSi/Y1Ec.J=24KSI l' I' - -- ~ - ~
<br />BOTH Er"j)S '';/ ~lOx3/4" TEKS ! '~t.-:-"":',.::::..--. ,. _.,__..- ,--
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<br />cASTEN RECEIVING CHANNEL
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<br />;:jl0x2" SMS DR LAG SCRt:'../S
<br />@ :2' DC MAX (2) RO'../S STAGGt:REJ
<br />NOTE CCNTRACTt:R TO VERIFY
<br />CONDITION OF" HOST STRUCTURE
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<br />FACIA ATTACHMENT DETAIL
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<br />I CORROSION RESISTANT (2)
<br />11 GA INTERNAL ALU,'1 BASE: I
<br />PREjJRI'-.'-. VERT r _ANGES. I (6) 1/4" TAPCONS/",IASHEPS~NUTS 2" ~iN
<br />12) 1/2" THRU 3CLT~ / ,"B:'M"T~;ROS" "$1"'''
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<br />4" CONCRETE SLAB OR FOOTING
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<br />OVER CLEAN COMPACTEw SOIL
<br />\.11TH EDGt:S TAPEJ
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<br />3/8-:6 HEX '-1D BOL T. 'JASHE~S &NUT
<br />CCRROS:ON ~ES[STANT (2)
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<br />DETAIL OF
<br />END POST TO CONCRETE
<br />CONNECTION
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<br />TYPICAL DETAIL OF
<br />ALTER\A TlVE WOOD DECK
<br />POST TO DECK
<br />CO~:'\ECTlO\
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<br />ALTER\ATIVE PIER FOOTI:'-iG DETAIL
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<br />I ~ 3/8-16 HEX HD BOl T, \.lASHERS 3.NU,
<br />CCRROSION ::;:ESISTANT (2)
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<br />BUlWING SHALL COMPLY 'fItH
<br />ALL APPLICABLE BVILDIN,I
<br />ELECfRlCAL, PLUMBING
<br />MECHANICAL CODES. :
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<br />ATTACHED TO HOST STRUCTURE
<br />\,.// ;:jIOX3' SMS CORROSION RESISTANT
<br />@16' O,C, TO HOST STUDS
<br />STRIP SEALANT BETwEEN FACIA&HEADER
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<br />
<br />REVIEW DATE:
<br />CITV OF ZEPHYR L
<br />nlllLDlNG OFFICIAL_
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<br />MAX
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<br />I (CORROSICN RESIS, ANT (2)
<br />/ 11 GA INTERNAL- ALUMINUM BASE
<br />, DREDRILL VERT F'_ANGES
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<br />~OTE; ~AY ALSO BE CONSTRUCTED ON WOOD DEC!
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<br />~LCRI::" ?~OrESSIONAl CI'fG~~Hi( ~,,:[i.jSC ~B(R 536G8
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<br />t;ustom Home Plan Servlce
<br />~9'J9 '..'Al_4S-:-CN ~R:'i[-I>\:JE ,::PY.rL:RI2A 3352'5
<br />::-..,x ~'S.?')2:.G%5 ~A..t 152-'5<j.':,867 :-"AI~ :~';$I~2;~q"l~ ".f!\
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<br />PASCO PERMIT SERVICE
<br />:~ZAN~E 3A~R 31J-~38-~J;4
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