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HomeMy WebLinkAboutBIN B-5 PERMIT 6712 .I" ~ ; (.. '.r " ,,'. .,~r ,,: << I i I II 1I II II 'I 1 : III III I Ii I 11 I I II . ~ II .,.. IIfI ~ l I II f~...... II I I I 11 II 1I~ 111I1!lrllllllllljlllll~~ fl n II I I II ~ ~ ........ II J: I ~.... ..., ............ '.J' ........ I /I Ii;; ~ .......... II )i 11 I I]' 17 ./ ..................... I II /1 fIll I J.l.;';; .J' ............ """"'-U 1\ i1'.... \I II l~~""" ...........~'~ 1', lj~~:~ ..................~;I~ " ~ __ """'-I.Lij ~ , I J,;i1' ..., --.......... '~JTI~ ...... ...,.... r I 't . ~ .0" p. \ I '" ... . . '.. ',t ~., ".:.: " '. , '. ..,........... '. ,'. - ..... ......'., ..:'" .." ~, ..' '''''::'. : '. .. ...,.. '. 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'" I - 'r--- (" I 14'-0" "- 17' -0" , ~ -1 3'-6" t 4'-0" ., 2'-0", I " " ~ , 5'- 13'-8" " I I ~~ b" /. "" ::J 2'-0" - Irr I D ~ r----------J~ i' 16'-0" ~ ~ to I r-- . I I CLOSET KITCHEN NOOK ~ I.t') I I HALL I to I I .... .. , I LJ~ l.O I I N I ! 8'-3" I ;.., 1111~ ~ ~ L______________J -" 2'-6'" C; l") ~... 2'-6" 3'-6" 7'-0" J' I.- 3' -1" 3'-4" , I.- 3'-4" ----,it> , f- 'r-- ""'\ I ~ b i' \ c 0 (D D.W.1 A .{>\~ I 0 b - ! ~ ~ '" , ~ , roo- I 2'-~ 13'-6" thy" ~ ~ . I' '" b Gj 2'-6" 6'-8" JL I.t') l") I BATH ~ g FV V; '-0 .... ij-, 4'-0" ~ J" ~ 1 ~ , \ I ~~~ ij-, '-0 0 .... " ~J ------. 7'-rJ' f\ .......... -:'<.~ I .... 5'-6" b 2'-0' .' ' , .... -----~------- ~ --- , '" ~ ~2'-2" ,~ OVEN l.O b 2'-6" N r, I I 2'-6" ~ 2'-fJ ,s- . [2) 3'-0" 00 I.t') V 'r ~~ lL~ I.t') ~ BEDROOM #3 q )0 ~ 8'-3" ~ ~ ~. ~ 'b I PORCH .' ' , -, ff " :r ..". ",.., " to .... ~: ':.t I I 0 , ;.., BEDROOM #2 .... ~ , 0 GARAGE I' .... 11'-8" 10'-0" 25SH 2~~H 21'-4" ':.t , . .... 4'-8" 14' -0" 4.....8" 16': 3'..,..4" " 16': N ~ " " " " I I' I' I' I' ' , I' i' 00 .... GARAGE OOOR " " " " , 3'-4" , 16'-0" " 3'-4" , " " " i' 23'-4" , 6'-0" " 22' -8" " , " I' i' 52'-0" I' , " , i' i' TOTAL SQ. FT. UNDER ROOF - 2,426 LIVING AREA - 1,858 GARAGE - 544 FRONT PORCH - 24 PATIO - 196 THIS BUILDING IS DESIGNED TO CON- FORM TO CHAPTER 16, SECTION 1606 OF THE 1994 STANDARD BUILDING CODE FOR 100M.P.H WIND LOADS. /.~' ~.' ~ ~1J16~ 4/11/11 .. : ..t~ . . !-. RIVlSlON RlVl8ION RIVlSlON r ~ ''''r'.K;~'''' ':~" .z.~ ~' '~,..,~:,~"'.., :;' ,'~.:.....l,~ljti' .. " ','", '-~, ,<~'-'-,'\'" ,r~',:~~~:~~.~~~ ;~~~'\2lt~I~' 0~~~<,~i,~ ",! r ~:, "':..'~~)~~~,' ~,..,,~, ,,~, ~', '< " ~~' "",:", ,,', " . '... ..,,~ ",' , ~ , ~~'..,,',~,'~:~.~Il'rzti,:",",:~:>: t\\~":::.~' '~'I" Ct)."..., " , ..~'~, "),:~>,,~, :,:'":j"",~:~,, ~', ,'\~<'~\~~tl~\' .." ",-", "~' - "'\. '~~rm( . ~.5~:,J~ ','" ~" ,,' ',..,""1 ~""""" , -. > "..;: .'~",',.-" ,-'.'. ,'" :~~:~~;,\~ " " ~, "",.,,, ....."',"',, ",'" ",c<..,. '::-"'~' .~r\~,':>a;l__ ~:~r:,~,,?\aJ ...' - l' 1.:. ~ J J;::i!.~'-~ .' , " ~ J ':', '>'L . ',.' ';<" "~,'~'" " t ,"", ',' '0' ' ,~ ".,' " . -".,'" ' "~-' :- ,'. -,:',' -,' . .' "<~''- . . ',", ..":....,,., 1~,:a,P\, '~,f --, " ",",::, ,.P\W ,,' '. i I,"'", ,.~~':.::1 ',' .,~'- ",'-. ,,' ...." _.'.X ..,,;. "/ l,f~~i~< \~~~; ~::':"',,":":'~" ~~':"" ","'1 "~""/ I I ~ ~ "l ~ 0 "l ~ ~ ~ Q; ~ ~ C-:j~ ~ ~ ~ a~. L~ V)Ct) ~ ~ ~ "- ~ ORA 1fN JOE YOUMANS SCALI: 1/4" = 1'-0" CH!lCUD " A.PPBOVED DALE TANNER 96-36 SHEET 2 or 7 ...J '~ '," .....' . 'l~ (2)#50 REBAR X CONTINUOUS . ...:~:..:.,~ ..... ~ ---_'..;.l ~" . '~', '. " ..,. ..., : a.. '. '.:. ". '. .....,,; , .'.' . . '. : , " :"\ ' 1. ~ ..~~....,.' ,. ..' " . .4 . . ".,.'.,' .... . ,:.' · b"~ ,:0" 1 L . :'. ..,.." '., .~, . c.o .... STUO SPACI,NG 16" 24" THIS" BUILDING JS. DESIGNED TO CON- FORM TO CHAPTER ,16. SE:CTION 1606 OF' THE 1994 STANDARD BUILDING CODE FOR 100 M.P.H WIND LQADS. ~~ MONOLITHIC SLAB SCALE: 3/4" = 1'-0" 2"X4" RAT RUNNERS X 10' LONG AT 48'" O.C. ATTACHED W/(2) 16d TOENAILS 12 ~6 NOTE: NAIL ROOF SHEATHING, WITH 8d NAILS AT 4" O\C AT GABLE EN DWALL, 6" O\C AT EDGES AND 1 ~ O\C AT INTERMEDIATE fRAMING WITH THE FOLLOWING EXCEPTIONS. INTERMEDIATE fRAMING SHALL BE NAilED AT 6" O\C fROM ROOF' EDGE TO (4) fEET ABOVE ROOF EGDE AND 6" O\C fROM RIDGE TO (4) fEET BELOW RIDGE. GYPSUM WALL BOARD 205# FIBERGLASS SHINGLES 15# ROOFING FELT 1/2M C.D.X. PLYWOOD OVER ._____PRE-ENGINEERED TRUSSES ~ @ 2'-0" O/C ' , ENGINEERED TRUSS STRAP ANCHOR AT EACH TRUSS, Use: HUGHES "TAl6" TRUSS ANCHORS WITH 8-10d NAILS AT TRUSSES. FOR 7'-FT. END JACK SYSTEM USE (1) "fAl6" W/12-10dNAILS fOR EACH PLY OF 1#1 HIP, 11-FT. END JACK SYSTEM USE "TAf6" W!8"-10d NAILS fOR EACH PLY OF #1 HIP. R-JO INSULATION SINGLE COURSE KNOCK-OUT BLOCK W!1-#5 BAR CONTINUOUS & filLED W/2.500 PSI CONCRETE. CURVE C13 SINGLE COURSE UNTEt OVER ALL OPENINGS W/l-15 BAR FILLED W/2.500 PSI CONCRETE I o I Co INTERIOR fiNISH SHALL BE 1/2M DRYWALL OVER RIGID INSULATION BOARD AND 1"X2" P. T. FURRING STRIPS @ 16" O/C ~ SMOOlli STUCCO FINISH "L" BRACING REQUIREMENTS NO (1) Z'X4" L-BRACING L-8RACINO O'-Cf TO 4'-5" 4'-5" TO 8'-(/ 0'-(1' TO 4'-Cf 4'-Cf TO 7'-(1' (2) t' X4" L-BRACING 8'-(1 TO 12'-(1' 7'-(j' TO 10'-(1' (2) t' Xf! L-BRACING 12t-(j' TO 16'-Cf 10t-(j' TO 14'-Cf 2"X4" OUTRIGGERS AT 24" O.C. CONNECT OUTRIGGER TO GABLE TRUSS WITH A HUGHES M HCDPL/~ . "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) ~ BACKNAlL W/(2) 16d NAILS ATTACH RAT RUNNERS TO BOTTOM OF TRUSS WITH (2) HUGHES "HCDPl/R" t'x6" P.T. PLATE W!8'" J-BOLTS AT EVERY 2 O.C. GABLE BRACING DETAIL fLAT CEILING SCALE: 3/4" :: 1 '-0" RADIUS 60.00 LENGTH 43.60 CHORD 42.65 BEARING N 65021 39 E TANGENT 22.81 . ". 810 MASONRY WALL WIlli j5f/J REBAR IN fiLLED CELLS HOOK TOP OF REBAR 24 INTO POURED KNOCK-OUT BEAM__ (SEE SHEET 5 OF 7 FOR LOCATIONS OF POURED CEllS) "./ ...... ...... e1E[YN~~LAN E 4" CONCRETE SLAB W/6X6 - 10/10 W.W.M. OVER 6 MIL. POL YElliYlENE VAPOR BARRIER FINISHED GRADE ". .l' I..' .' '.'''~'... '. .' '. ~ :. .... ...: " ." # .' . 'f .' .: '. .' ~ ..f" , ~. -:-;-- -:7 ~. ~ 4-'-: -T. --:-. -:- -.... .-:-:~'-:-:'~.~ ~ .~.----:-'-:r:- ~.~ -::-. --:-;: ~:-+i ~ -:- ~.-:-' ~..~. -:-. .-:--.....-. " ,"", c' './' ."., '// --.' '_ -' / ',> \., / ',/ ,,'., ')t'" . -..,/ .' ,/'-. '.. / ...\// \.. /., .>' ,.-", ;<......./,,/'.? _/,.,,-"-'.../ ./"../'./""./ _..."..'/..(~ /'.,/././,":><',,,,,x''''''/x'' /'//(""--,( /"'- ",. ,~</~._/)<~-y,~,.<., .-~ /,:'/ _" r__~.:')<,///~,>" '. ;-<~,~/<,;>- :-X' >( //)(~Y' " ."(/<,,.,./J .:-.-.< >, /"/")1" ,Y',"/X:,// , ,Y. ><,'/,,' ,', " / /,,^,,'/,/ '<",',,/,,/ )<,:X , /' ;<, ,// .7' /, /,,/' ,'X.. > '/ /' /.... ."'. ".. .)' ^,,,' /' " ":t(....... // \- ~ _ X .' v ^ ^' / "yy ..: / ',' .x....,. y ,;{ / '/~ ,< ''.,_ ", ',/ ',,/.'/ / "x ,/ ,/ '//"./ ;( , 'x " " "'y' ~ 'x' / /' '/ /""" . y' , ... ,'..,/ >' )/ ,", /'" / .,/ ,/ '.,/ / 'y' /' '0' '.,... ,.... "/ "7'~ /' ,,/'.,,(>(' /',"'/ . v;, ,>:~> ';;~~,:;~x~?\.~;'/<~<~);~.'><>/:~;~<~~%<:? ',~,' Y' :'. /" , '",' ".,,',..',",.','/<,' ... ,~, '.,,/ '>/ ,'y ",,/ ',/ ,;X,/ ,/ Xy/.' ..,/, ,,",', // ,/ '..../ ,. 0 " .' , ,'," '".," " /'" ',/ ',/ /v 'v' .oj'.. .,. >'//'v "" '/' ,/} "'/".. ',<,' ... ". '. 12" MIN. . . .. t ." -!' 8u .0, . ,... ' 3.000 P.S.I. CONCRETE FOOTING W/2-#5f/J BARS CONTINUOUS (3" COVER TO REBAR TYP.) COMP ACTED POISONED filL 16 TYPICAL WALL SECTION SCALE: 3/4" = 1'-0" It Lf).. N~ .. ,-. ,-. . aLf) o~ a z I- Z W ~ ~ ~ w a::: ~ ::) OJ -------~---------------------------------------, J 10' FENCE EASEMENT I I ,PLOT PLAN 4" MAX. SHEATHING STEP DOWN GABLE END TRUSS ,< ~ , T..: i~:. ~M RIVIS N 1'1 RlVlSlON RlVlSlON DELTA 41'3814 /' "'" 2~:~~~{,~,"~:i' ~ "", ".,-."",,' ',' . ~"~",,, .'. ~~~>>:.\ '-.~' H., ~"""'.~ " '. . ,. '"""'''''1 ;' ~,<~': ~~~\~;1 ,; 'I"~'''''' , ': ",?;}~~;~>~~;f~> ".. ~,~ ',~:'.~~~ ; ,..,{~~;~~S:~~~~ ,&~I ,., , ...... . \',~.- . '\ " "'''~'''~>'~'' ".<~~ "', ~"'-:\ .. ,,~., ,. '," ,'. , ~. . . ':: -'~~~ ,: . .~~~ ,'x:,~'.:: '. ',~ ~ ~ Ll;.,..~'" .. ,,"::: ' " ""~I .,'~~< , ".~ ,,~','~:~ : .' '" '. :.~':.:~~~~,.:~~:'~ .~~~~,~,.'-' ';;:. " <,%~ ~'~~,:" "', . .~ m" l~.~,.t<, . .~. ~ '~,(;;{' . . ,.<,~""<-:,.,,, " ~',"" '~~~,,~~""': ,.' ,'~? "" '~.' . "~f" ~ ,i'~,:~ "i~~\",) . "'~" -. .'-._~:',,'~-,',~':.<"... ;., 'f}"i~1 " ",'.',":~:>-.:~ ,~".. ,,' ,-,'", .' "~.'''''.. ..,~,' " ~\~ .~~"f,t1'.~~, : ~"I ~: . .... :-"",,,,"~~, : ""> ~; ", '~, ,,:'>..'\~',~'':~.:'.> ~, : ~1":,'-:~:~,~~:~:,'" ' , ::i:.~~".' '.'>'\.,~,~, '~., '~,~,~,~ : ':: "",,:;..,;...:'" ''-, ". ' - -\\ ~:fi:;/' lJ A ~ -....: ':-~ , l< ' .,., :L ~ ~'~'~ If ,.,';B;~<' II :'0 <<~~" '~:> &.i~t:\09' ~, ,.'". j t''ik'''''<'' \, / (' .' ..' ,,', " ,,-~~~~,'. >::~ ':"'~~ ~'-<: '~~,-> . 'm' ',':~': ,~\:~/" ~,~>, ' ' ,>' "~ "~""',' N."""'-- "'~ ....~" ~ ~ ~ a ~ ~ <:) h k. ~ '-..) ~ k1 ~ ~ ~ V) ~ ~ a ~ ~ c: ~ . ~ Vj V) ~ ~ k1 ~ ~ "-- ~ ATTACH BOTTOM CHORD OF TRUSS TO t'X~ PLATE WITH led NAILS 0 ~ O.C. N N.T.S. DIU 1flf JOE YOUMANS SCALa 1/4- ::a 1'-(1' CKIlCDD a. APPBOVED DALE TANNER 96-36 ~4:~ 4/tJ/'l SHEET 3 OF 7 Q ......-...,--- --- ,."",,,.,. . ."...,-.,i""......- .,A. ,,'" ~, ~ .,,;' ~ " /.,,'" .,C::::::> 0 C::J ",,,,'" ."........'l " ". ",-' " "'.... ,,'" , ,,,~,,"", ----- /L------ D ~ ,,"~ ' " " ,/ /f ,,/ S1s~J ----- 0 ,'" ,'" . ~---_...' / " --~---- -........... ....." ......", "0 ""~\ V / c::::::> 0 c::::::J /~' ; , I t " I .," . ~; 41>0 41> I , I , I \ D@"b/ / " ,Q/ (:::::::> 0 c::::::J : /'n" I , I , I , I I , , , , , , , \ \ \ \ I \ , \ , I I SS :@: s, r---------.;J , I I I ! "0/ r- I /" I , I I I l_~____________J o ~s I I I I I I I , ,," I 0"" // "v/./ ~O~ /~' :@::(:) :(:) :(:) 41> .-- 1~ ",- ...., "". .. .\ ,,,., 41> 41> 41> o 00 :€)~ " / -----004----0 ...- ",'" ,,'" ,/ I " ,," , " , /' , " I r-1 \ \ \ \ \ \ \ \ \ , , , V sS sJs ISQ\ , --J;t..X\,ff:?: I ~ ~~~if I \, ~.y ~J ~\ " \ )~~ f'j../\. l ""'~/ V(j'''~/ /, G I~ 10 -#-1" I I /o.W. f) I :€):€): 41> :@: ~ 41> EJ I I , I I I I I \ , , \ f'$N ~0 €): rS, I " , " I " , \ I , I ' I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ I , I \ I , / ' , , I , " , W/ , ' " , / \€): ,,/.// OUTLET fOR \ o " GARAGE DOOR "0/ \ /~ ~ ~" \ " ,,' " , " ,,' , "... ........" \ ....., ~,. ~~~----~~~ , I I I I , I I I , I I I , , I , , , , I , :€): ~ r. U\ \$ €): 0- /...~ ...... ...... ..., ...... -""'IJI'.......... --...- o .?"''' ...... ...... -... -.... ....... --... --------~--~--~--- "-'". .. ~. ~ ..' ... :€) :€) :€) 1/" \' . :i" . :..'....l. .... \', THIS BUILDING IS DESIGNED TO CON- FORM TO CHAPTER 16, SECTIONt606 OF THE 1994 STANDARD BUILDING CODE FOR 100 M.P.H WINO LOADS. NOTE: MINIMUM 200 AMP. SERVICE '" (' f' ::\, ." R.IYIS1O If RKVIS10lf RIVISlOlf r ~ , 'S~';,':",.:;.;'...'<' ,'.." '.:,: ,!' ,',. ..',.. ~ .-' <.."..... '.' '.'-, .,:- -',' - '. >' ',.-'~,~':.~,~~~> ,'~ ",:_, " < ,IS '. ,"-~, '-J;'/~~,<~\'I' " ,'~'S~~: '::: ,'... ',. '~"'-,-""," ~ '~"":""""""';""" 'c,' ,,' ~ - .... ",....~, >:-..:" "<;- '''~'' .. .~ '-. ' ~~'" " '~'~\~','<:.~~~~. " . ,-..: . .,-~~~",,, ;~':"",,,~,~ :-.: ". '. '~~"'\"'''''''''~'':\.. : ; "'. , ,:~~%~:~$:':~." . , ,,',.~<--~~~>~.,:'\',',',.~..~ ~ ' ~~~~~.,:.::~~:.~',f':\?~~~~,:~\ f', " ':,'~,~ "";""'~":-;'_""",', ~>",'~"- ,',' ,: "<~'>',,~~ ~' ~m''.'''~',' '",';';" ~::; '." 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"~,0 ~"~},~~,, r-; '~:-;: ,~"'8.~ ',' ~:" ':-&~~~~'\'~;; ~'- ".' -, '~~~~:,'\'\'~~\s~ ,-:, :,!!"*~,,,,,,~ ~~~~~<'''~~,:,~N, ".'~ """""""1' , ~~",;:' '......', ",','" " ' ',' '\ '~~~'\:. ~~~:'~::., ,.~:'-'~ ~ :;:-'" :-..-0~:\':~~,"~" ... "."".~ ;..::..~',.:;:,>~.".',. r", ~~'s." ~&~~t~l".,,~ '~." " ,~,;;c':<" ;r, f.," ",:-:."" ;,...", .:,..;, ~:~'\ ~"., ~'<" . ,>;.;~:t::~:~3?~,:<," .'0 Iffi,"" ,<. :""0.."" ',' ,',.',',. '~,~,.,'..I 1-:< ' B~:;";" ~~~~~~~~~~>71 b/ .;~' M'::<;~' .%/ ~ .;',i;~1~ :~)'~ ," ~ ::\",,\:,' ,<~",;,~,:,<; J" "",', "<',', ',','" ',', ".,....,:"~;.., ,,", "<,,',''c;..,, ',' ,'~','~,'~',~ ,~:~s:~.~,:.",::~>.;,:" . ,:,:\:-: "..'-''--',..., , ',...." ", ,,',',"",',"-"" .. '. ,,':--,-,'-' . ".,<~..",..,-/, '" ",:" ,',-" ,:,"" ~.~~~~" ~~"..,~~' ....~':;' " ,""7" .. .~~'~' ~ ~ ~ ~ ~ ~ ~ C5 ~ ~ ~ ~ ~ ~ . V) C-.) ~ ~ ~ ~ \.. ~ ORA YlC JOE YOVMANS SCALa 1/4" :;I 1'-0" CKJlCDD . APPBOV!D DALE TANNER 96-36 SHEET 4 OF 7, <( ~ r 52'~0'" 1.3'-4" 1 ~ FOOTING [' OUTER EDGE OEF OF BLOCK WALL OUTER EDG -- 4- CONCRETE 2,500 P.S.I. ~ I I I I I I I ~ --- - Z - 8AO IN POURED CELLS #5 RE ~ G CORNERS, AT ALL BUILDIN S & AT 8'-0' , BESIDE, OPENING O.C. IN BETWEEN. r:. - - : I I I I 1 I. 1 I ~ I 10 1'- I I 1 tf FOOTING I I L INNER EDGE OEF OF BLOCK WALL I I ' {INNER EOG ____J I ' '----- . ~, -- - -.J - .. -- "- E OF BLOCK WALL OUTER EDG f5' FOOTING OUTER, EDGE OF 1 b I I -r..----, _ _ _ I ~--, I I l I I : I I:C\ l~ IV:u> I I : , I I I I 1 L___J Ii I · I ~ JQILET ! ! I IT I," ") I I 'I 1\./ I I I '-- ,I I ~..J I : I 8 ----I:::::::r,: I l::-;HOWE~//:: I I" "I I " " I I I I '......,( II .lo..... II I I "', I I " , II I I ,," ',I I " , I I I "________~ :'J I r==---------- I I I I '.1 I I I I I I I lo __J : I I -----~- I --------- - --~---'I I --- ., I I I -, ::::::::'-, -rr---, : ~ I I I (., I L___l I ~ I I I, 'I ..." 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FOR 100 M. . x , - '~.~ ., ~;. . ;.-~" -/'i' #1/'ll ""'" , , ',', , " . "-"_~:":'" _"._;C'':::,~';''-;'.\','' "~"';"'->;~ .' ........ '<" RIVI310N RIYl3ION RlVlSION t1 ~ I , '~'F '>',~":,,,,;~<>: ~t~ ~~ j~;' ',~ 0:.-:',... '''-'', t', _ ':~~'~'" ~~::<;,' ',',",:~" ... , "...' ,', ,"'" \, - 0' ~~, "~~'~'<~~ ~ ~,-= ~~,~~~:' - ~"~'''';''''',:~,... ..- '~''0: ~~:\.~<', " ' ~~ "~7,;<: > ',,<, "";: ':;; ?! ~ ""i:;:~~ ,'t~,' ';\~"; ~ ~",~;. ~",'\" \'" ': " -'~ ~]}?;\'''- :'~'\;~~~'~',' .>,~ ''.:'>, <,' - ~ ~~\.~fu"Z~~'I~~- ~ ~~~,~~~~~ '<-.- r-- ~~~:O'.: , ~~~~"~,~;,q:,~:",, ".;- r- ...-~~'; ">, ~':->0>'> " --':\." "" - ,'" '1:\_,,;, "''':'.~~~:;,'" :f."I:\ ~" :>:':-':''''''~: :;~~,~: ~': "~~g: ~~"''''~'''''' ""~~ ~,~~ ~~:t~'~, ~~'~":I~'~ ' '~'i\.~l~<~_" ,.0 .~i ~. ('?'~ ':",,,,, "~"~ ' ~.,.';. ""~ ~ ~:~', :"", ..YI'~ ~~ ~~,~~:;;: , ~~ ~~'.: J.,,',~~:-; ~', ~ ~~ ,~WJ",'~. ',' ~,I~ ,~.'~~~\~ " - ,:~ '~~~~ ~ - "'"',v,, ~~"~, : ~,; '<:-~~"" : ,...~, """':.,~ ~" ,....."', - '::l~~~"'~~,~ ~"~_ 0,~'-: '~~"":"""'''~ ' :,~~~~~~(~~~~'S: - ,0, ~","'~~:~~~... ,~ ,~'\~, '" 1\\ " : ~ r- ~ A1~ """'::':::-.: ~ ',..,-.:".., 1s- ...,.... , , '...,'" , y%~\~, ~,': ,~, ~'~' ,,', 0:~ ",,;,\ :c '~"~a"" ~\:~'::~~ " ~, ,,".....~ '~'~l >'0} :;~:',', '~~'8' V ~, ~~, '" SJ' ~~, ,~,~~. , L' ~,:, ~;;: , , ,"-:-....,~.. ,')1 ~:"Y~\'O"", ~:....' r - ::..':~;~,,;, > {: :, ~.J '~,-:~~".""":... 11r-- ~......,-'\'~:' -..;....,'\" ~<, "\~~:.' ~~~';, '" .,'-..,' ":"""''-'', ' ",,;,,'<," ... ,'~ ,', :.,,', . ~~~ , , "...,<';,\11 ~~,<,., '~"~'- '<'-~' l~" ~'j:, ","',', " ' :..., ':'~"." loo.: r- r I I ~ ~ . ~~ ~ ~~ ~ ~~ a Cj~ h ~~ ~ E1. C/)l/J ~ ~~ ~ a ~ '- ~ DRAlM JOE YOUMANS SCALa fl." = 1'-0" CHJlCDD " APpaovm DALE TANNER 96-36 SHEET 5 OF 7 ',~, ;'. ,:>\,'~ - .'.f ., . ---rr- i I , I II L I I I I I I j ~ I I ! I, ~>\/l I j, ! :/ I ~------~ I I I , I i ! I ! jl l~~- J I ~ f----------,---------, o I " bl I ~II I' I . I ! r-;( i I I i I I I ! I I I i l'-(f OVERHANG ":' '.~.. ,J. . .. ~, ',.','. ~ ,'0, ':~ .. ..F ", ' ~ ~ ~ r -~ -~ ~~--~ ~ - ~ -- ~ ~~ -~~-~~~- --~-~~ ~~ ~~~ ~~~ - ~~~ - ~ ~- ~~~~ u_ ~~- -~~~ ~~ ~~.~ ~~- ~- n Cl , I I }1 [- l~~ ~~ g ] (2 I USE HUGHES - NF'MJ- MASONRY HANGERS L_~__~_~__~~ L-__ l'-(j' OVERHANG i I I ' 1 I I I I I RIDGE ---, I I b I . ..... I '(' , ; _~; If, " q II i lr-) r r-- r---, ~mc ACCESS L__~ I ' [~-~ l <..:) ~ ~ Ir r ! ! I I I w 8 iE I I ---]J 1'-(f OVERHANG ..... . -f~', 0..-. " ,., ,-....0 }. \> ,:t THIS BUILDING IS DESIGNED TO CON- FORM TO CHAPTER 16. SECTION 1606 OF THE 1994 STANDARD BUILDING CODE FOR 100 M.P,H WIND LOADS. NOTES: __ 'f ~ 1. ROOF SLOPE SHALL BE 6: 12 UNLESS OTHERWISE NOTED 2. TRUSSES SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA. SUBMIT 4 COPIES 0"," SHOP" DRAWINGS AND DESIGN CALCULATIONS. ALL SIGNED AND SEALED BY THE DESIGN ENGINEER FOR APPROVAL PRIOR TO FABRICATION OF THE TRUSSES. 3. TRUSS MANUFACTURER TO VERIFY ALL DIMENSIONS WITH THE CONTRACTOR. 4. THE ROOF PLAN ON THIS SHEET SHOWS, THE DESIGN INTENT, THE ACTUAL LAYOUT SHALL BE DETERMINED BY THE TRUSS MANU- FACTURER AND REPRESENTED ON HIS SHOP DRAWINGS. 5. TRUSSES SHALL BE DESIGNED TO CONFORM TO THE CURRENT STANDARD BUILDING CODE. 6. TRUSS MANUFACTURER SHALL CONFIRM ALL TRUSS CONNECTION REQUIREMENTS. 7. CEILING HEIGHT IN ALL ROOMS TO BE 8'-0". ..'i.... ,If:. ~~I/.- 4/11#1; ~~~ , ", '-.' .'. ".' p~,....:'. , '. RIVl3lOM RIVl31 RIVl3lOM RlVlSIOM /' "' '. -_....,,',_,.._::.....~,:_<'.: .'\..~-_,,~'S..." '~'~'~:-',\..:.: '\:,:: ~..:.i' , ",," '~",:~0', ',~." I- . ~"""'- ',' - -,,' "- ','0,~,", ",'"',',',~,",,,,',,',' t. ;,'~,:",',;>'Ts<~:::::' r · "~,,::: "1~''.::~:::~< ~ ~~, '.;, -~ .\.,.~~~'<~',<<:,' - . , ....:;'. ,,':,: '", "'<'~, " ~:;:~..:.~2>;'%-~' ~':,'~"" ','",',', 'Ii~:~:~~~. 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DIU. nI JOE YOU MANS sc.ua 1/4" :=I l'-(j' CHJ:l;DD " APPROVED DALE TANNER 96-36 SHEET 6 OF 7 ~ - ?:: , ' ii,. , -~.'" ~, , ' I ~ -- , --_.~- I~ 16 r==c ~5_1f~~ I "I I I f5' DISTRIBUTION BOX ~~WM 8~6LDdNG IS DESIGNED TO CON- OF,' THE 19~TER 16, SECTION 1606 FOR 10~ M.P.HST:fDARL~~~I.lDING CODE g' NOTE: ~~~J~tE~R~~TI~nE S~3~~ WAS , CTOR. ~ I I L: II IJ o o AIR CONDITION UNIT I l L i: ,~- ~~- -~ ~ ", +!; ~ . , .J RlYl3IOlf RlYl3I<> If RlVlSlOlf L r ~ I - ;~~:~~~.\l: ;, _ '" ""'''''''',i-.',~~,',0.', ~'" ~~<' :,}~>~:\::::~s': " .. ,~",\""." " ~~,~~' ""~Im"""~ ""'~~'~,,,:'~,~,~,>~';~~'~' .' "",~- :..~~,,"':--,,~~,- "'''->>::~ ''''~ ''''''''-'', n: '.~'~,..z, ,~{>'~~\!Sf- " ~".J:\';~~' ':~~ '\ ".",'-,-" '",",',"'- G,>'~\.~;':"i~'.~,','\'~'I>~', - ~\, ,.,.'-->" - ~,>~,':s: .. il#rk~~".~ : ~~~~'~'~',','~.""':',.... ,~ff'~' - ~ {~,~" "~ f~ :\ .. '~~~ ~.,~>~ ~: ~''''',',,'',~,~'~~ txt:,',",',',~~"",',,,: ,,~,~""', ,,>' ,'.. ....- ?;:;.'~~~~~..,::- '\~" ,-.:,~, ,,'.::~ '. ':::>.~;::',- ,,>' , ;< ' ~, _ :'-, ",~ ~,-.;.",> " [: :~, ,', ....'~ ~ .\.~ ; - s;~~~\';~~:~,~ :,~~' ~.,,~,~0' - ~~~ ~~~~~ :"'~ ' ,~~, ~~'~~ : ~ & . ~ I:-'..~ ' ~: ':. ~~~I'. , ~~~~. ~.- - ~~<,:~~ ~ ~~.' '" ~"'\<:~.~~~~,~ ~ '... ~~\~~,a~ ~~:'Z~ ,-'- . I l. - ,. - ~~~~ J , ..~~..J.. ~2', ~, -~, ~~~ 1 ~"'\~" ~"~'~~ ~ ,~~w.." ' 0.~ "l. ~ m.~~~ "" ~~ -Z::;'~ ,::<:0 ".,-, J.<:~~ ~%: ...J~~~ ~~Z'" " ~, ;,.;;.;.-,.,,,, ," " ' "\ ~~ . ~ ~ ~ " ,;/ ,,~, ~ s:. .~;,; ;,"- '~~~<<~ ~'~ <:''''' ~ -:," ~,:.:' .'c- ~~'Y ~~~"'L ~~W I I , - - ~ '~ c: ~"l o~ k.~ ~ .~~ C,.) '-I ~ .~~ ~ ~~ ~ E1 · V)f/.l ~ ~ ~ 1 '-.... ~ DRA Ilf JOE YOUMANS 1/4" :::8 1'-0" CIUeUO .. APFBOv!!) DALE TANNER SCALa 96-36 It SHllE'!' 7 or 7 " \ i";