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'I <br /> <br />-----~-" <br />, I <br />I I <br />I I <br />I . <br />I <br />I <br />I <br /> <br />SEE ELEVATiONS -~ <br />FOR ROOF SLOPE <br /> <br />el--lINULES PER SPECIFICATIONS OvER <br />'I:; ~OOFINCi FEL T ON 11:1" COX PL YUJOOO ~ I~ <br />el--lEAT~INCi UJ/~.CLIP6 (NAILeD FE~ TA6LE I) I <br />ON PF(E .ENCiINEE:::(EO WOOD TRUsses tt 24"O,C, <br />---- <br /> <br />::OR ~ARDu.;A~E olZE A;-"'D-~ <br />LOCATION SeE ROOF PLAN <br />",'\ND DETAILS S~~EETS <br /> <br /> <br />~ <br /> <br />AL.UM, DRlo EDGE -"'. <br />2><.0 SUB ::ASCiA --~ <br /> <br />~ \,1A~:eS <br />ALl.JM,FASCIA 4 ~ ~ -- <br />SOFFIT (SEE ROCF OLAN) <br /> <br />'\.------------- . <br /> <br />{.--",,-~ ~--- ~= <br />; I ~. <br />, , -- I' I" I <br />~i -, I~I--- <br />-...J i:-,' ", 3 <br />~.rJl-------- :,' r 0 <br /> <br />- I' , <br /> <br />;'~l' I :'8: <br />'1..---- . 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I <br /> <br />! ~-~---.--~I::. <br />'--- -1 L--T----------T-J..J: <br />~ L----r-----------'--T" <br />> i >1 I II. <br />31 j I:: <br />~ :;,-:; 112" 12'-~ ,~ <br />, ~--~-,-!~ II <br /> <br />Q:1 <br /> <br />I <br />i <br />I <br />I <br />I <br />-~--" <br /> <br />TE><TLiRED STUCCO OVER CMUS <br /> <br />CR <br /> <br />........ <br /> <br />E><TERIOR SIDiNG OVeR <br />1 >< 2 P,T, FURRING 'iil '10' o.c, <br /> <br />= I <br />(\)1 <br />, I <br />, I <br />.' <br />I <br />I <br />I <br />I <br />! <br />. ----'\ <br /> <br />'X- <br />I <br />I <br /> <br />; :;,WL -'ft ~- <br />S"'D, -00'<' ~ i ~ <br /> <br />...J <br />_.J <br /><t <br />=J <br />..... <br />'VL <br /> <br />~' <br />:\) <br /> <br />::OR FOO"'i::R S'ZE A,::; ---'~ <br />~ARDu;A~E se::: D::: ~ A L '- <br />S~EETS <br /> <br /> <br />~-Il <br /> <br />iNSUL.PER SPECiFICATiONS <br /> <br />TOP COLiRSE 8'>< 8" <br />><'10" CONG, 'U" BLOCK <br />FILLED W/CONC, <br />RE -INF, WI! It? REBAR <br />CONT, <br /> <br />AT lOCATIONS 0",0UJ,\,J <br />ON FLOOR P....AN <br />FOL.R 4 FILL BLK, CELL <br />VERTICALL Y W/I. ~:; <br />REBAR CONT. T'ED TO <br />TO1==' COLiRSE :::(EBAR <br />4 TO oTEEL iN FTG, <br /> <br />1/2' GYPSUM DRYWA~L <br />OVER I >< 2 P.T, <br />FL.RR,NG 'iii '10' O.C, <br />WITH INSULATION <br />PER SPEC,F:CAT'ONS <br /> <br /> <br />8 >< 8 >< '10 CO'\CRETE <br />B_OCKS <br /> <br />---L <br /> <br />2~~~ F61 CONC, <br /> <br />~"x ~"x !~/!~ E.UJ.IJJ, MEe~~ F(EINFOF<CINCi <br /> <br />b MIL, vAP, 6ARRIE~ <br /> <br />,.Y~rCA1- UJAJ-J.. ~EClrON <br /> <br />~ <br />I <br /> <br />,~ <br /> <br />.. .... <br /> <br />:"', <br /> <br /> <br />"~.; .' .' <br /> <br /> <br />. .... <br /> <br />..J <br />W <br />z= <br />_ <l:~ <br />~ o..=- <br />;;. (k: ~ <br />"" ~rr <br />WI- <br />1: <br />!'./) <br /> <br />I <br />-~ <br />'t <br />, <br />-- ~i' <br />-- !{ <br /> <br />I <br />1 <br />I <br />I <br />! <br />I <br />I <br />I <br />I <br />, <br />I <br />I (\) <br />I <br />= I ~ <br />~I <br />~~ I <br />-I <br /> <br /> <br />. . t. " <br /> <br />,0.' <br />I .' <br />I,.' . <br />I '''':'"L <br /> <br />.. , <br />.::. <br /> <br />.,' '" , <br />. 10 . ~ . <br /> <br />"t ":,. <br /> <br />ENGINEERING CERTIFICATION OF <br />SlRUC1URAl COMPONENTS ONLY <br /> <br />I' <br /> <br />I <br /> <br />~o~# ~=C,.rON <br /> <br />(?) <br /> <br />r horeby certify that r have performed <br />the altachod dosign and it is h <br />complian03 with Soction 1205 of lhu <br />Standard Building Code. <br /> <br /> <br />,- """ I <br />,~-~ ----------1 <br /> <br /> <br />--------,---~-_._~-- -/ <br /> <br />I <br />I <br />I i <br />I ~ <br />I I i <br />~~LLJ <br /> <br />= SHEARWALL (SEGMENTS) <br />(SEE PLAN FOR LENG THS) <br />~ ~' 4~~ 1 j ~ 0 UNO A i <br />~~ ~-51 <br /> <br />r"''''~ <br /> <br /> <br />F'1..AN <br /> <br />TOP COLlRSE <br />8"><8"><'10' CONC, <br />K.o, BLOCK WI <br />FOI,..RE D CONC, 4 <br />I-P? REBAR CONT. <br /> <br />PRECAST CONC, <br />liNTEL WI <br />RE - iNFCRCiNG <br /> <br />ALUM, Wi;-"'DOW <br /> <br />_ MARBLE SILL <br />PRECAST CO~C, olLl <br /> <br />ThE BU'LDE~ S,.JALL VE,~i:'T' Tf-iAT ThE <br />FQi.;~DATION BEA~i~u SOIL HAS A <br />M,NIMl,;i" LOAD CARRliNC:I CAPACIT'T' OF <br />2,000 FOI...~D6 PER SQUARE FOOT, Ii: A <br />LESS SOIL ~EA~i"u CAPACITY E>(6TS, <br />06T AiN ThE ENGiN:':ERS RESF=O~SE <br />BEFCRE FOl.R'~u FOU~DATiON FCOTI~G, <br />AS FOIj~DATION ~Ev!o'ONS ~'LL BE <br />REQUiR2D , ThE BUILDIi'<U: OFFICiAL ,""'AY <br />DETERMiNE ON INSPECTiON WAT FOOT,:-"C:I <br />EXCAvATiONS REVEAL oOUND viRG,N SOIL <br />SUITABLE FOR FQi.;NDATiON FOOT,N6S, <br />HIS SuN-OFF iN &1.10.-1 CASES WILL BE <br />ACCEPT ABLE, <br /> <br /> <br /> <br />/-- <br />I <br /> <br />W <br />I- <br />4: <br />o <br /> <br />(j) <br />z <br />o <br />0) <br />5 <br />w <br />Ct:: <br /> <br />II) I,() <br />Cj) Cj) <br />I I <br />v I,() <br />.... .- <br />I I <br />(.1) (.1) <br /> <br />l- I- <br />0.. 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