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HomeMy WebLinkAboutBIN A-2 PERMIT 4990 1 \ ~~ i 'J i \ \ \ \ \ \ 2. ~ s;. 'A,~~~p Q~ ftjo. 100<14 ~Ill'-T. 31 '8" l\\'4' <\' 31' ~ ~Jl " "' >}1 'f!- l\{ ~ \0 :~ J 11" ~.J "'0 '< '~ ~t~ f ~)'~ ~ k J V'J ,\0 ~ ~ :;-..l " ,} t~ .;, \b '- ~:' ~ ~ k:~l J~ ~ :~\ :'; .~.~ ,,.f '; - ~: ~Il \ ~'~ '.... .~ '--'f- · I .. [ .. I ~,! " I '\) -~ - ,t!(.,,'I l -------------------------- -- -, 1 I - -~=-~=-~-=-------.~---------.------'----1 -- ----_. m - - ----- hUh_ "'--1 --'r I ! n ~4" I i I 1 I I \ I i i I I i I I ,~ll!.AI' ;: I' '1 I __~ j ~ \ \ . I -r.=_------t-~t-\?-~~:~~j~!,~)-. ~t !-,;} fro \ i"'L: I r ' :!Qr<. 'Ji'\ ~ ~. ,~J"~ K- ,-~'no 'A)(f(,.. I I · '., . ---",. -..-- -- ' .t.j-4" i ---L --t- -fl.- {'v\AStE.R 13 EO \) V':' .? 1'.> 1"-'\ A L'r E r<..I'.J ATE /11\ S;' f-~ r~ ?Jli:"~~ B D E l- r-~ 00 1'--'i r l..A l'~ 2[ r -A-~ i ,'-r ~, ,- I I . I I ,; - "t I r-- n ._-'-~ I ---- - "'<for "ti";jill,~"" "'" ~ l-lV1\'o-~C; Af.<:l:"A G f\ r<. J\, -:. E. I.. 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A '. .;\ // ~. f\!~!t._b~lt)~J\!.t(~- \-~. _.~~..je _~()l\O ~ 11 (; r~ c;.-.-' /_'./ /' 1"", i ,1:1 ~'/ t' ;"'.; j ""'.;,.1 ,~~ '-" ... ....' '" l .. .. -- - - - - --- -- - - ,- - . - ..- - - - ---- , <~, I I 'f 1 ,- - - , t I , I I , , I)f IV rJ /t.: ./ /?!iri;:' , , I I I I ' _ _ _ - - ,- _ - - _ _ _ _ _ _ _ _ _ _ ._ _ _ _ _ _ . 4' t 1.____- !> q''?i' ~o~ 1 \'~\1 , rr ,.11" ." Ql{~" 0/ ~l!~'''.J' M'A"N 5'0\' \4O\Ast. i-= lit ' _ --. H b -~"'",'.. - -r:-~~~"" o~~ ~" J '~, If ~;\ '(jd' ':~ ".-, '" I r l I '. , . " \~I~ "'.;' .....,. -. " I ---------- ' t r \5~\~.-----._----------- ----IO:~~..; SCf\lE Bedrooms: Service: Garage: Bathroom: Kitchen: 10\'-\ ~~.t 5'1 13;1,; ) Outside: All rooms: t3:"tt" T' ' --,---.----f 1 OrF ('~E C~2- Certified tor compliance with the wind load provisions of Stalltlard Building Code (SUe) Section 1205, 1991 edit{on including 1992 and 1993 atfdendums. Other design o~ell1enIVesponsibil;, of the conlrador, ~ ' -----5Jfs- JalileyahlhUlo, P.E, ~t !No. 42507 ---..---: ----.-.. -.---------------.-......------.....---' ~ / ~'i: ~. (~ ~ -.---f----- ---~To't '-i FO\j~~ \)~T,a~\ \ t \\:; .\- t !\R .. 5, . t '1\, -. ('\c" ,>, ',",>"" ',". .1'- 4 U \..; M .~ ' .',", < . ,'. ,- ,_'-u.___ ., '-,-- --.\~},'..;......;,.,:-,:.~1"~'.,7;..~ ,'-.: " , ?L~N. ) . Smoke detectors shall be added inside of each bedroom a~d wired in series NFPA 72. Footer shall be bonded 250-81 (c). Receptacles shall be '~FCI protected 210-8(a)(2). Receptacles shall be GFCI protected 210-8(a)(1). Receptacles shall be GFCI protected 210-8(a)(5). Receptacles shall be installed and protected per 210-8(a)(3) & 410-57(b). Receptacles shall be installed per 210-52. ,. ,.- '~ 1:. . . ....... R,{M~ N $CAI.It: DAfl!: ,~ ~.'.' !,L' . f' . ." ,,~ ..... ,. 0; .. ., r- '1 .9.'t' " , , '. " ""I.;,~' ~' '. 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E.. . , / ..~~~----- . 51~ ke-e, ~_~~-n=~t!..._ J~ l .~, C>~' ~ \~:0\^~~ -/I :'0 LE rf ELl \j f\\\~ N 'lq" ~ \ I (j' SC.A LE. ~ ~.' .....-".,-- - ......~........- , -----------------------.-...-_._-~~ . -_..._...:~:::----,~:_-;:-- --~~...-;:=:---~ ~" , ---...-------------------...-...-- ----~ - ----.....,,-....._-~- - -_.~--.. -----..._-~------'-.._---. _..~~=::~~" ~~~-=-. '., -'~~-~~=--,~ ~-:~--=-=:~:=:'-::=::'="~~~-::.~._. -::=-= ~ ----~~=.~ - .~~:~~~~~:=- ~~ ~:,-~~-~.~ ,:.=~==::.;..;~~--:-=.-_=_::.;~=- ;:~~::~~-:.-==~.=:=--;;: :::::.- ~'~=~~:.::::. :-:~~:~:~=-----=:'-:-.-:::-::~-:- -,--,'-~ -.-:- ,-.'" ~.~~~-:-----~:=::::~:.~~~:',~ =:-:-::':~:= . =-:--:~ '::~-~::..~::~ -=----,--._--~:..:. :~:~~: .=:.:= ::_==..=:-=-:-=--=~:=-. -~=~~--== - . ~ + - . -, ."- --.--- - --- --. _.._-~--- --------- ---.... -..- -~..._------.~---_........ ...-....- --. .. _. '-~"""" ~~,-..~ ---- ....._........--...-....,...-~-"" -.----.- -.. --_._...--~ ~~~~:.i:j--~~.;;~~~~~~~~~~: .~~~~;~: ~~:~:-~.:;.~::~_~~:~~~~I;;=:.-~~~i~~~~~~~:~~j~._::~<~~~~:If-= ~-~.........--.------~------~-----_.._.. ---,...~- .... "--.-...-- .--..::-..~:=~~~"......:, ~-' ~_.-.-_. ,. ~<_..-:-.~--:.:-.::~.:~&_---.... ---.-...-------- ----- --.-......."'.... ----.- -' --,..--------...-----...........---,....--""',,-------.- _____~~____~__~:~~::~,_. ' ==:~ --=.~_-.~~~=~~:=:_=__--=:..:..~==~==-===-~---- _..__~_ ~ -4..._~~_.____+~ ~__.:;::_..__ ..- -........---.------.--. ---------- .. .. {> d\.... 0, ~ "\ {.'1.\,-,P.~ "\. -) --~-------- -~._----_....._--_.._. - ----------.-.-- ,. ~'" "~ "'~" '~: @ ',,("~. ""'~, "',~) - ~~ ---.::~----.,.-- .~ ,.~., R\G \iT n@ I \ I ~~\ ~.'~ ~ ~ -~~ () 7\ ' 't_ \{...,..'T''''~!. ~"H~'" '\ &'\ ~~ I .~ ~~ ~,.~~~ . \~~\' I -:~~<.~ ",\ j ,~.~..,~ "':~ ! ~\ .c= ....~ "'.....l'o<" 1__ ~ '~~ [ ------~~ Rt~R \ 14J I:::: \ I 0" E l_ [ \J ~ 'T \ D ~\ SC~LE General Notes; 1.Vind LQad Note",: .. 1,1. All reinforcing steel ~hal1 be ASTM A 615, Grade 40 (min,) 1,2, Anchorages shall be hot-dippe\i galvanized, ailer fabrication per ASTM A 90 1 J, T IUsses shall be designed per SBe anti T P I spec ilications and certified by a Vrolessional Engineer registered in the state of fIorida Bra~ing speciJi~ by the t~ss manufacturer (internal to th~ truss system) shall te fastened \'wlth 2-\6d nails ~er beanng point at cross bracing, lOd I,ails at 18" o,c along stitleners (i,e, 'L' and ''I'' bfacLllg) and 3-16d nails toe-oailed at end beari.ng connedions ' 1.4 Trusse,s shall be bnl,~d in accordance v.ith the Truss Plate Institute's llill-90 1..5 Windows, exterior doors, galage door al\d otb~r \'endor-pro"~ued exterior cladding shall comply \'with the desigr1 clitelia set forth in the following wind foad notes. 1,6 AU strudural and dimensiona1 lumber shall.be #2 (min,) SPF or SYP L 7. All toad bearing frame walls shall be stud grade (min,) SPF or SYP ...vith studs at \6" o,c 1.8, All non-load bearit1a lrame walls shall be stud grade (min,) SPF or Syp \..ith studs at 24" o,c. 1.9, -rile bottom chord of gable elld tfUSS shall be restraine\i by Simpson ETAI2 truss 3l1chors w/t-l Od nails e.a, embedded in bond beam @ 32" 0 c, dirt.'(tly adjacent to the inside face ofbottolll chord 1. 10 Windows and sliding glass doors in 11l3Somy waIls shall be fast';l\ed to 1:<2 PT buck strips wI #8 xl- 1J.t" wood screws, 3 per side tor \'vindows and 36 total (Qf SGDs Fasten buck ship to masollIY wall with 10d case hardened nails at 8" o,c, cad\ side. 1..11, Gatage door shall be fast~nt.'d by mtW's track brackets u:ing II,!" :\ '-\12". hex head Ia~ bolts fully seated in 2 xl (min.) #2 SPF or SYP PT door jaJub3 la~ttned to hll~ ma.sonrycells \'with three (3) 112'" andlor bolts with 2" diam. \'yasher~ per ~lde, Anchor b~lts m~y b~'~a!t-in place, epoxy.set or wedge t)pe \'with a manufactures pult~out ~apadty of150 Ibs. (min.). 2,1. Design Velocity 0= 100 ~tph 2.2 Specilk.uions 0= SBe 1991 including 1992 and 1993 addendums, se\:tioll 1205 2.3 Roof Dead Load (used to calculate uplill re.sistance) ~ 11.8 psf 24 Maximul\lltet uplilt per truss bearing connection :== 317.3 Ibs 2,5 Maximum I:et upliil per girder bearing conne\:tioll = 356.5 lbs 2.6, Factor of!-.lfety against o\'erturning == 1.5 2.7 MaxinH1Ul ullit shear at fOOl' diaphragm :== 1486 pit' 2.8 Maximum unit wall shear at midheight wall = 33 I'" pit'. 2,9 Roof Sheathing: Fasten 112" CDX Rated Sheathing perpendicular to framing with 8d nails or 0099" spiral shank P-nails at 6" o,c along panel edges, 12" 0,(, along intermC(Jiate supports (No blocking required), C Celtilied for eQlllpliancc: with the \~i~ld ~oad p~ovi:5ions of Stall~~U'fj Building Code (SUe) Se'ctioll 1205, 1991 editIOn mcluding 1992 and 1993 addendums. Other design elelllellt~' ~esponSib~bJ~h: contdClor, James Cl 'Iano, P,E. Date ',; o ,J2507 :. .. 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