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HomeMy WebLinkAboutBIN A-3 PERMIT 5196 ,\>,~~:~,f}' ~~, > !~> ~;i\';;l: , ' " ), .' \ ,", . ~ '"' t" . " ; , I'. " ",'~ . , .. ',-' ... .. i ~ ,: ~ ".,r -..; .;t " .'-.' r "" .~ ~ . '-~., " ' ),.', , ~. ;;";> ., n " '" :<'..\ :~Y'" N,:. f~"i t.:: ,'" " '.~ ;' -.r . ~ 1, ,- ; . SM,~KE OE~.fcrons SHMl BE ELEen!!G POWcfiEIJ (AC) IN All ~~EVj CO~JSTRUGTION NfPA.l0'J (?t NFPA.74 lifE SAfETY CODE.. 1 ALL~Y/OHK SHALL COMPLY WITH PRE IAILlNG COOFS ~ T~ ~,!nf, ''10 BUILDING, PLUM8rNG,' r:1E 61,i~\N~CAt AND N, E, C, ' , - ,~ .~ ........,.-" :I"~~~.~;,~:",'Y::"" _::-:::-::- -'~__~~__.-.. "'~:"~"'''''''_''''_ 'h,.'...{ r,tV\j'~ [,'l"'{I!r~;\J" -" ,:~ 'II) ~ \-1'" >,..: ,. '~J ".. ~v 1 I !... ~ .' l i:! 'A " " ~.1l !'it'>" ..c:. . , ; {,.; l'~\ N',~ tl t..: ,V II ~';:\:llU' A J" I ,,-lJ.J ~..;# '. ,.' . · "'I ;.1 .'. '<"'. \:" ,< .:: =>0 l"f:.~J'l' f ,'" ..".-", - 'i"" .. ." ,~;IiI I- -, "1 \ I . ~ ". ~~ ~ 1\ ;; I ....," '%. '.,' ,:, ;.it ,:', ~'..~ ."," 1.1 'i ~ ,r \I v, Ii ''ij ~~-~=--"""'~~"'-=""'-='~~: '"= ~~~-"-:""''''-L~=~~~ CON rHI\CTORS OR OWN-ERS i\~J..,. Of YOUR SUB-COI'HRAOTOHS Musr BE HE<J'STEHEO WHU CITV. , HI! AlLURE ~,:O COMPL ~l \tn:rH TH: i~ < '~irls' LI~U Lnw tAU R:.." ~;'l~~~~ ,~U}! PllOPER'ff OVJ'l.lEH , '" ~~'~J,r~'~ 'f'1rl"~~ ~Oll DUILUlllG r: I ,{" H i)t rH.J 'i'l ~,~ ;{ -=' .' ~ ..} - - _:'.-.~ ..----... --... --- --' -..--.--- -- - -lMl!}\IlV.EriO~~'i S.'~--- - - ---- -.--.. - /1 -- -----.---.---+--- /1 ~ "" 6 8 ~ t- II 3~ 5H ----E ( Ij - .~- - --,fn=r------ !.1f " q-. o Lf) ~JlI\S T F R __BE[}___ r+ $' ,.--" " ... o t'J ...... .:~~ ~~ r. , 4' 50 J: (\j , (\JI f()J ~":' , 0; ~ -,\.. ,~ (0 -- r- ~ I I ' I ~ I . ()} ... I ! (): "', ..:'~ Ii y r ATTIC---I I S f,\IR5 I I _.. _ __ J Gf\F~A(;E ~ co , , 1'" 140 C)) '""1 ~ ~ .J ~' 1'/ 10 8 ~- y !,\~ j .- .. t: ., , ------ -- ~ r.. - _~:=- ~~_.:_____'L8 <"fC@ . -s!-'" ~ -':3, ..(. . ..... 20" 0"" ... -------"'-- _:..-.-------*-----------------"""'-- Bedrooms: All rooms: Outdoors: Bathrooms: Garage: Kitchen: Service: Washer: ;# GIIIlAG-l!. ------f "~<jIt,...tI ~ / '/ / // J--~--~~....2 (I;~ lj-~'/ -' S'-I";~- .--t-~-'~-i ~. ~i ~' () r i"C:." '__:=J "~, M.:."l ~ _~ c" ... 9;,' r- I i C) ,,-, ' BE~ ?1\J ! ~~: ; '~'l; i 'tit(. " (,oaF ~, l' jLb'~ ~tj ! Jl~-"i(... ~..~.~Jr-'-:~. ! .,: 1$: '\ ./ I ~^ I ! .' '-, \ '-I , 28 ,'.' I ~ ; Bf(n.fJ' l " - t --. '/ I "/4 "~I _tfQBf 10 8,.;'~ _ --'. ' --~ r==: '.. ':--=:1 Q.. I ,.,.* o ~JF $~" :...-.~.>, c. LIVING F~OO~A 4 ,:# 15/ 81' ~ ,,"" Va 0 " o , I\J -z_ r, . OF~" ----~- ~fj-- ~.,. . -..... If ,M .-; ---------- (7: 25 5H J ..W....~i :. ". '. ,..~ BF[) 3 I' ~ 40 P()F~CH , ~}1h --~-""r..''"='~ ~~ '., *~-___ "~";T';__f 6~... ,.---,--"------ - Il... -.".(;;;l. &.'11.., ___' "...,_.~ .J!:'<"", 35 SH --}-- 5/ fO'~ ~ + / '" II 0 I'''~ ~ 6 0 -'~'1 " Il'tfl 1>.' fo- ~J~~VED -PRINT REQUIRED ~., ON JOB SITE _/ ,/, /' I " -. 4 "0 rj- 5J.JWL I 7f- i ! r'-......--"....-;-'~ NON' Lc~1!,) ) 8,~1 f/Cfjr ~ .JL.!!e!:.~V *---tls &U! V tR..l v-.JI) (( ~G. IN r LA" .../ {)() 'N L L 25 · '(/<1'1'/ ) , ;; ~lii l.. Y) r~ c.. ,r S (I::> ;.lco I' ~ 'I /I~ 5CH!) 8/4/, n12~ () 1 C{;L C). 5' C'L /":} {ry/./. ;'/O!E.: S'i1110f.. J ~"t. S ,tJCI"'/O 1<:.. 5'/-It.,4eMI/)!...(.:5 (SI/(,vL) "" 8 . 24:t 24SH ._-~==- -~~ . ----;rr7.. ____II! I ' , I ~ l .... f ,9[f\U~1~-- F<()() ~A -.~ ,~ K'TCHI~L [ .".;.. ~i ~-- 4Q8F ; 0 r. ':l 9-. K I w.~ I : :t',J ,,' ri-:OBF : ,'~ · f ,v L_-::::::_.j,..J (0 . I ' 0 ' U) ~ 4'8'/ . ~ '/ 1'3 4 / "" "" 12 0 /l" -,--- ----- ----~._.- - ------.--------.----- -.-.--.. I' 1'" 51 4 ELECTRICAL NOTES -,,= VJ (\) o ~ en o ~ (0 _./'/' /' ,/ ~/'~E) . General Notes: 1.1. All reinforcing steel shall be ASTM A 615, Grade 40 (min,) 1.2, Anchorages shall be hot.dipped galvanized, at1er fabrication per ASTM A 90. 1.3, Trusses shall be designed per SBe and '[PI specifications and certified by a Professional Engineer registered in the state of Florida Bracing specified by th~ truss man~facturer (in~ernal ~o the truss system) v..ithout fastening instructions shall be fastened \\Ith 2-16d nails per be~nng POll~t at cross bracing, 10d nails at 8" o,c along stitleners (i,e, 'L' and 'T' bracing) and 3-16d nails toe-naIled at end bearing connections, 14. Trusses shall be braced in accordance with the Truss Plate Institute's HlD-90, c 1.5, Windows, exterior doors, garage doors and other vendor-provided exterior cladding shall comply \\ith sue section 1205 including the design criteria set forth in the following \vind load notes, J 1.6. All structural lumber shall be #2 (min) SPF or SYP. 1.7, All load bearing frame walls shall be stud grade (min,) SPF or SYP with studs at 16" o,c, with a double top plate, Top plate joints shall be lap-spliced a minimum of 48" and fastened \\ith 15 - 16d nails (T) Wind Load Notes,;, 1.8, All non-load bearing frame walls shall be stud grade (min,) SPF or SYP with studs at 2,t" o,c. 1,9, Windows in masol1lY walls shall be fastened to I x 2 PT buck strips with #8 x 3/4" wood screws, 3 per side Fasten buck strips to masonry with 10d case hardened nails at ends and 8" o.c each side, @ )t 1.10 Garage door shall be fastened \'with manufacturer's track brackets using 1/4" x 1-112" hex-head lag bolts fully seated in 2 x 4 (min) #2 SPF or SYP PT door jambs fastened to tilled masolllY cells with thre,~ (3) 1/2" anchor bolts (2" diall1. washers) per side. Anchor bolts may be cast-in-place, epoxy set or wedge type with a manufacturer's pull-out capacity of 750 pounds (min) ~\ \.!Y ? 1./ I ~ I @) p -)0 2.1. Design Velocity =: ]00 Mph 2.2, Specitications = SHe 199] including ]992 and 1993 addendums, section 1205. . @ 2,), Roof Dead Load (used to calculate upliJ1 resistance) = ] 1,8 psf 2.4. Maximum net uplit1 per truss bearing connection = 331.2 Ibs, .WALL DETAIL q ~,,~ I == 10 2,5, ~fa'{imum net upliJ1 per girder bearing connl~tion = 1518,0 lbs. 2.6. Factor of safety against oyertuming = 1.5 2.7. Maximum unit shear at roof diaphragm == 194,5 plf 2.8, Maximum unit wall shear at midheight wall = 2~].J plf 'W WALL DETAIL 2,9, Roof Sheathing Fasten] 5132" AP A Rated Sheathing perpendicular to framing \\ith 3d nails or 0.113" spiral shank P-nails at 6" oc, along panel edges, 12" o,c, along intermediate supports (No blocking required), !~ ; (J).. I (A) 12 1/2M CDX SHEATHING NAILED 6" ac ON EDGES AND -4~" OC IN FIELD WITH aD RING SHANK NAILS. 1/2" PLY CLIPS. "15 FELT AND FIBERGLASS SHINGLES, IF USING 5 V METAL ROOFING STRIP OVER FELT WITH 1 X 4 BOARDS 24" OC DOWN RAKE OF ROOF USING 2 EACH aD NAILS PER TRUSS. :() , " (B) 2 X 4 SUB FASCIA AND ALUMINUM FASCIA. (C) 16" OVERHANG USING ALUMINUM SOFFIT. (D) MINIMUM R-22 INSULATION IN ATTIC AREAS. (E) ~?~Np~~R,.5D l~~.J,R::rSi"l oJ 'I- I 'L'. ~~^' t..~ (F) fPA2~ TRUSS ANCHOR NAILcu PEK MANurH~Tu~~~p~efFle~~S. (G) 1 EACH 5/8" REBAR CONTINUOUS POUREE> LII1fEt- TH!!. TO"VI!r-\l'It:AL aoO$. ~'I K,O' eMU 60No'J ~e.AIV\ (H) PRECAST OR METAL LINTELS OVER DOORS AND WINDOWS. (I) 1/2" CEILING GYPSUM BOARD. (J) 8'0" FINISH WALL HEIGHT. (K) ALUMINUM SINGLE HUNG WINDOWS. (L) 3/4" TUFF RAND P.T. FIRING AND 1/2" GYPSUM BOARD. (M) MARBLE WINDOW SILL. (N) WOOD TRIM. (0) CLEAN COMPACT SOIL THAT HAS BEEN TERMITE TREATED. (P) 4 II CONCRETE SLAB WI TH 6/6 10/10 WIRE f1ESH AND 6 f'.ILL POLY. (Q) 8" X 16" FOOTING WITH 2 EACH 5/8" REBAR ON CHAlqS 3611 OC. (R) STUCCO EXTERIOR OVER 8" MASONRY WALL. PLANS ReV'~W..ED- DArE .3 -/7 -.tr s 13U1WrNG ~~~:-;;;~~- --~'-------_._-,-------y-- ,--, '-IV' r~() GJ\F~f\GF ENTF~Y PORCH TOTAL (s) MASONRY SILL. I (~? Lt.7 L~(l?, 0 18.6 77,7 _....,~--=~~=-:..-:.~-_.._- 1963.0 . (T) 5/8" VERTICAL REBAR TIED FROM FOOTINGS TO LINTEL. SEE LOCATIONS ON POUt~OATIeH' PLAN. . . 1 . Id load provisions of Standard Uuilding Reviewed for comphance WIth t led~v~1 . 1 d' 19 199? 'lIld 1993 addellllums. C d (SBe) Section 1205 1991 e IHon mc u ~ll - l o e. , , i ell e reSPOl~iIY of Ie conlraclor. Other deSign element a r- ~ 1ft; f) Date F-~ () f\] 1~ r5t~~7_~ty ~.Jl::.~~__, :~J3 t~~?-' L>~)~,gt. - . SCALE APPRO'ED BY DRAN'" BY n w Smoke detectors shall be a~ded inside and outside of each bedroom and wired in series per NFPA 72. Receptacles shall be installed per NEC 210-52. Receptacles shall be in stalled per NEC 210-52(e), 210-8(a)(3) & 410-57. Receptacles shall be GFCI protected per NEC 210-8(a)(1). Receptacles shall be GFCI protected per NEC 210-8(a)(2). Receptacles within 6' of sink shall be GFCI protected per NEC 210-8(a)(5). Shall be bonded per NEC l~O 31(c). Washer receptacle shall be li\~talled per NEC 210-8(a)(2) or be a sing~e receptacle. DATE 6-16-95 REVISED FLOC)F{ ~L_6f~._~~~_.__r ():~____ ~,--- - ~.__ -,..~_. ._.'" '__.__ ....::.....w. ,_,~_.... ._~ .'_ -:7:-:::::=:'~-':::=:---:-.-~:"--::-:-:'__':::::_-'::::':-'..--''''-:. es Catalano, P,E. No, 42507 ORA"iNG NuMBER I __ ' FqUt')D/-\TJQl'L4: ~Pl--Uj\;18ING PLAN ~__________ - ___'__~_ .___________ __..___________.._ ___~~,.__ __________.__ _ ~'___.r__ ._04 _~~~:~~_~:._~=~_ _+~ =~~~-='_-=- 7.- - -:~:=_~__.:" _..:=~~:__ ---~-~=~--=~~_________________ II I ------ -- -_..- II -L -L....::..-:.==--=.:.::...iDr----==--.-:.:...~-==--..:-I---=-=-.......:-~.:,:-:=.-..=-- - -- H'_ ---- I - ,. - -,-=--= ~=-=---=--::. .==----=--=----=-.r;:.~---=-.~:- :~::::llL_:::::::::=::::.::'::.::~.::-.C=---=--,~.['=----:==:[.--==-I ~ __ _ _.__ __._,___.____'!IJi _H____ U ,,1' _ -- ,--- --~.,-- -" ----==-==---, ~/() ~ It- C'CtV( f/(; ./ ' . . ~ Z"S 8,tJtl5 C(';-IT, (z5'1'7I1-I1/1,,)) I ~. (3 I' C1'r)1) Sr[/~l '!1,4LL ./ + I .--( -~-'--~ 1/5 IJtJWt L (7j;.)) cl1dlirJ /)t.1' fJ-f/) ;!C()/t IN Flt:. ?~DV/OE 301/ PRo~7. /lgV. FF ~;e LAf.), A, L~R r~f6Yf~' VJ (\) WI /1 r, 1l . IW " ,1 I 1l' --I o '" I ---I - ---=31 I F_-=2r WI! I ~- - -.----1'; I' '.Ii ~.~ --. -- --~- ---.=-r - - - '_~'--=--:=:I: OIi I I I 40 I I 1 11l--=-~-=-- -- - - ------' __ __ _.__ ____ ___ __ ___ ____~-=-- _ L. . .==__ht_=--=-- 1ft --- -- -- -- - ---.-- '" ,~ 14 8 I " I. II ,j , 0 (\J - (]'I , o " I I I I I 111I --;==------==___:.-::..--=-_. .,,'~ _ __ _ _J __ _ __ ______ "_ --v-----'----.---=-- ~ 11 I ---_.~ --- - .--- ..--=- - -- '" ~ 20 0 ----_.~ --'-~---"- 'I I \ i /9 / 4? + '" /". _~_______.__ I __~________,_. ,_______, ____ 2. 0 _. -.-------.--------...- -------------.--.----- / ~/ ____________ 51 I 4 ...-....-.---...--.------------- - ---..--'----------.- , /' _..__.,--~_._._.._._._--- ' -----~ =---=-=---:--=-~~.~.._- . - _ _.-~ _ ~_.__ __.,._ .__R______~ RQOF'__UE Cl-j A~I CAL -_:-=--~~:~.:-_.~~~ ;:-~--:.-:~' -~~~_:~.'~:- ._:~.- - ~ ~.:~-~~~-~':--~, ---, -_.. ~~: F)L /-\N -::- .-._- :""_:-:=-:=- - ~.-:-_~ -:-_~~~:~~--~-~~~----:-- _._...._------~_._---,---~ '-1 ---,- --- --r- .,- 1--- ---- --I - -- - --- -, - .---.[--.--- I : f ~ 1 .---- ------ - - --- --- ~==: -== ---.--- ---.- -- --.. ----- --- --. --- .-~- ......----- - ~--- -- --- / 1 tDl I Ul I (j) :J cc I ~ -~--I g I ---r ..._.. .- .- r= ,- ~ ---~-. ~ co , I I I -I , --- I ----- r== 8--- IT --16 ~ ____ J - --- -tr- __ 6 o " 1 1.,_.__-. I I .-! t----- -- I ----i I _1 I r - i\_5E^_!~OQ~-!.J~0~.Tl~ r ,-------, " .... ~ CD 5,r"'P50/,,-j l~r:. -rA 20 v( ll- I bel "'1111l..~ @ 511"1 e5<JH e-rA' & r-!1-IOd Y- I 'z" N~\ 1l-5 ( T '( P t) L L '-1-\ e v V 1'-1 D) I ------, ---.------ r-- - . I -~--------- - r I I d I I -..------------- --t 1.- ____ - I ! ..-..--- - -------.-- I----'-._---~- ~ I I 1-- '--[J--~---- 1 - ---' ,_, __ ...____ I --~-------- - ~ J ,I I Reviewed for compliance with the wind load . , . , Co.de (SI3C) Section 1205 1991 d't' , I ~rovlslOns of Standard.13uilding . tel 1011 mc udm 1992 d 1993 d Other design elenlents shall rz. 'bol' an a dendUlllS. es nSl 1 It of tI contractor. . . fi'l yr James Ca ano P E - 0 t . t ' , ( e . 42507 .... CANflL~~~~~_ TRUSSE~ ~--------_.._._-_::--=-=:.-:--==-~-=::.,::...--_. ~S?~~ KAY~AYEF~~3 F~FSIOENCE -----=-=~-=...::=:.=_..::.::::==-:-=.::.:.-~-==--=-=-~==~=====-~~=--- '~-=---==- SCALE ~?PROVW 8Y DRAWN 8Y R W REVISED DAlE 6-28-95 DR~IV,NO N\JMBU 2 , " , 6 ~ . .12 RID~~E VENT - -.------f-g--.. i. > ~J.. ,.-:..:::-.-~:: :-:==:::__:. ::'.__ --+---- '_:::=~.====-- :.==-="::':'H_ --=-=~:::....=.:::..:-=,:--::-=- _-=-;-.--"------ ; --.--,.---- ..- -- -_.__._---.- -- --~--- --.............. ''-. --,.,.=-=,. ---- -_._~_.~~-=-~----~'--~..-,~_.~-=. ~.~ ~"------'-- -_....-- --..".'---..----., --_.. -- ------- . --- -............. ---.-------.-- -'-- -~_ ~=---~~~'~---~~r-=~::--=-------- - --- ~ ----=-=-..-.----~ ~'--............. --- =--==----.:::::::-.:::=:.==_._=::_~,_.:..::- ..:-=--~:.:.=---. -..:...:. -~=: ,."""..'.-.....:...-=-. ':' -. -::::---~ :: :~=~_ . =':" .::=_.,~:_.- -~.:...~:.~ -, "~_~_:_:__; __.. ~':t~,~ ~.~ - - _u -- -_";:c=:::-~:~ '" p- DO [JD. ~ UOI f I ~ t~~t -l"---\;:: ~ ~ \I~ ~ --k. ~ ()) , o~ /' U1 , ! ()l, , t I -- ~~------;JL-~- FRC)N-r F-LE.V/\fION -====:~=::=--=_::::,~-:.~~_=~_:.:-:=~~:_:,~~_-= _._.___._._" .-:_..._-:....____..._ m:.~--:"_ _ ____ __.._--'__=-___ ~_~_,_' .___ .4.0._____= -'.-' I.' -~_. ._..L'-.:.>. t-.;., r~:':::";~'::::::::::,::~,;:~,::::::-::::=::::_-:-,:::::::,:-:,::::::- -__ --::.:::.:-..:: _._-;~-_-:::'::':::::::"---=--'::::';;::-___--~-':::_7:'::--=,~:--=~_-:-:-::::::::~::'=-:';.~:~ :.:::-.:: :=?:::~: ;:~_-:: ~:: -:;_ :-.~"..:=';:'3 ::::..:.;:: :::,-.-:- .-=::: ._=~,: ~~. ;-'-=:::".~:'.~__ _.~. - -:: _:-.:.-?'~,=-. .-::.:...::: ~:=:=---...:. ~-:.~:..::::" ':..::-.=- ,~::--~_,~.__:::_-= -::-::::-...:.=: --In t:JTI -ffi- . ..- -,. - ." -.- - IE . FE ~EE _______:=1 ;;;- i"=F' j'-r II ] --__.--:...__________'---_ ________._.....___......___________~ __. _._ _____-< _._____._____ __.. .....~- .-.._...........___ __..,_ __ -.., ....i._ l .._.~ ~,_____,___________.____ __ _L __, RFAF~ FLEVAfl()r,j -- - - -..--<-_. .--.-, - ~- --...--...----..-------.-.-----.--.-- ._---,----'. -.- , , :::~===-==---~~..:=:::_:-~~-:?:7~?~::::.:: :--:~-=~~;:::~:-:- ___'-=-:-~:=.:::~_:: =-_:~~ -- '-, \, ,~ ,,' . ==_.:-----=-=_._._./~:~..- ',"""- ,--~ ---, ,./~ "- -"~ . ~" -~,~~=--:==-._- "~ - .--,..,.--, ~ --- . ~ . ".--- --------,-----_. ~ ~- .~ :, ',:' :~-:: l ...-- j-:-C:-'::~ . - _,,___, 4>-- _.. ~ 0'_' --- -- ...." ...--....--- /// /' -- ....' n' h, _____.__._.==-=_~ ,/ , .._-.,--- '~ . ___,_ ";,:.'.. '':'-C_C::::_::::'::'''-'--:::':-::':=~) ':--~~~~,~~~.:-;;;:_...:....:.i::-'=:':"':':"_'~,::,-_:,:,:::,,;,,~_:,:,,-:,,,::_,_,__, :;":':~~.~.. _.'~;:"~:':''';',:,_M_M'_._~:'':' __::. _' " _;~:-_ . :,'..:..'~ _:..:..__;,_ ~__' _ _.____ ---=.:':~ ~~.::=--..:....--=--.:'::;:--:;-~~;::.~=-==::::...~=~...:. ~--;~ ~--=:::::'::::':.r-.~':':: :::.."::::':.. ~ ~;~ .::':':.'~ --,;:: ~~_'7"_-'~,",:,_--:-_ -=- ~ -..___.o_~_. _. _.' _ ___ _. ...~. _ ~__ . - _. - __.. _. - - .. -_--0 _ ;z.. >t , - .~ -:..-...:.- ,0:.... --. .-. --.,"- . l'c_.,~c,- CC I - I -- Reviewed tor compliance with the wind load provisions of Standard 13uilding Code (SUe) Section 1205, 1991 edition including 1992 and 1993 addendums. Other design elements shall be e r'sponsi~t?;r;llractor. , lalano, P.E. 1i:-f-1 q o. ,J2507 F~Of~f-___~,AY____fV1yt-RS _F\F~~~Q_s-,:LgF ___ -===----===-=:--.-:.---.::-::-_"::. -:. ~._: - : :-:-:. ~-::~- :::~--:.:-.:-:-~:.::-:.:..-~-:=' ':-_-=--==-':.==:-.::='====-':-,:=::::-=-~-=-=~:=-=--: .,-'"- -- SOLE APPRo,e D BY DRA.'\,N BY R W ~E VISED DATE b-2t3 -9S DRA'oVING ~~LiMBER 3