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HomeMy WebLinkAboutBIN A-2 PERMIT 4344 , , .--+- --.-..- --.-----_. .-.--:--.- - --------.- - - -----_._-~- ." .. ~."._- .._+.._.~._---.-... -----_. . ,. / ~ -. -~ - ~ ---- -------- --------- I I I I I I \L I , , -..--~=--.......t.-,.._:_~..:~-----...s-;;:.~~ _ ~IC~fiT=.=,-~~~,~~lI21L __~~~~~2', ..-. General Notes: , }, L All reinforcing steel shall be ASTM A 615, Grade 40 (min.) 1.2, Anchorages shall be hot-dipped galvanized, atler fabrication per ASTM A 90, I,), Trusses shall be designed per SBe and TPI specitkations and certitied by a Professional Engineer registerM in the state of Florida, Bracing specified by the truss manufacturer (internal to the truss system) shall be fastened with 2-16d nails per bearing point at cross bracing, 10d nails at 18" o.c, along stitleners (i. e, ' L' and <T' bracing) and 3 -16d nails toe-nailed at end bearing ~onnections" 1.4. Trusses shall be braced in accordance with the Truss Plate Institute's Hlll-90, 1.5~ Windows, exterior doors andother vendor-provided exterior cladding shall comply with the design criteria set forth ill the following wind load notes. 1.6. All structural and dimensional lumber shall be #2 (mill.) SPF or SYP. 1.7, All load bearing frame walls shall be stud grade (min.) SPF or SYP with studs at 16" o.c. 1,8. All non-load bearing frame walls shall be stud grade (min,) SPF or 8VP \~Ith ~t\,l~~~;24r Occl c- 1.9, The bottom c1f~1' 9.1" gab!e. ,~itd ~~iSS srla I' qe ~i (' restrained by ~lIl)pson III {fuss anchors \YII:P~ -- IOd nails ea. @.J2" o,c. ' ., '" 1,10. Windows in \f00d~ fr Jiued !\vaUtsJ)all, ~~'<Jin'thn\~dl aluminum fastened.dir~5tly ~o fr,~p'~n~ "'i~~'~ - #8 x 1-1/4"] \'iood screws per SIde:'" ., , .' ., ... ,d,.1 Wind Load Notes~ 2.1. Design Velocity == 110 Mph 2.2. Speciticatlons == Slle 1991 including 1992 and 1993 addendullls, section 1205, 2.3. Roof Dead Load (used to calculate uplitlresistance) == 11.6 pst'. 2..4. Ma.ximum net uplitl per truss bearing connection = 524,8 Ibs, 2.5. Maximum net uplifl per girder bearing connection == 1132,3 lbs. 2.6, Factor of safety against overturning::;: 1,5 2,7, Ma.ximum unit shear at roof diaphragm ::;: 224.2 plf 2.8, MaximUlll unit wall shear at midheight wall == 747,) plf 2,9:- Roof Sheathing: Fasten 7/16" OSIl Rated Sheathing perpendicul'lr to framing \'vith 8d nails or 0.099" spiral shank P-nails at 6" o,c: along panel edges, 12" Q,C. along intermediate supports (No blocking required), Fasten to existing by placing a 2x4 nailer along valley \'vith 8d or 0,099" spiral shank P-naifs @ 4: Q,C,. Fasten new sheathi~ [ nailer per note 2,9. 2',10. Shear Walls: Fasten 15/32" APA Rated Sheathing I (CDX) to wall framing with 8d nails or 0,099" spiral I shank P-naits at 6" o,c along panel edges, 12" o,c. I along intermediate supports, Fasten ends to I toundation \'vith I-simpson LTT20 \'vith 1/2 epoxy ~ set or cast-in-place anchor bolt and 10 - 16d nails I~ ea, end, i' :1 / " { 22 0 511t1~'t 'j .. A'1/~f-/! ,'$' I l' I . d ,0 CL 'H " s'J/t./ iit: . 0 '..... ' c:.., ,<- t 2~3'SH 'r---.'.. ''''d'''_____'''_____/' 'I' .,;-:U~ )~(~:~~! i.ID -:'-F.~~-::::.::"=-..r ~t=-:--. --:-':--,~-:-':'~': -r--::-~---'~'f~~'r~:li,c:i~-~r,rY~~]> -- -f.. --1-------+ ~--- - ~ ~- -- -_._~ ~fj ~J _ I ,~" ) \.. h '. 0 ~ i tJ [,if-, i ,.--- - --_.~ l )~ .' ~ ~ ~1': .~1F_:Q~~0f-f ^ r7 J) r~--;ll ~ '( i:' ~ ,(if ;\Y<II ~ I; .0- ~~ -- .<)- L__~:I ~ \ J 5 ' 2 ~ 4/ () ~ 2 .. 'l ~ 9 ' 6 /, 0 W \.)!: ~ f -~l :0 --~ KITCfjr~-j: --J t S!2 ~ j t ~ - ~~--.: -,- ~ -<tr <\", 3Q ) -- - - -- . I / .11'~,~;:~" N 5lI [lUG ""r __ _ __ _ ~. _~~ .;~ Q- 1 ~;1~o~=;----: : : ~)- tT t - ~ ~; ?-:: ~-~=/-~~~T~ :: ~i' [\It ,~;~ 10', . -~~ - , -- r i;:~J---~J~:_-_--;1J{ c=J :; EXIS fiNe; FLU~,18INc; IN I : ~lliL2_,.~.B(~_____________.__.__../ II r-XI~Tlt V" H "'lllc.~ E- I' c ,~I I ~ <J lj ''-'' ,.) __ I I ----- -.-- I : I II I , t II II I "fAILURE 18 CIIf"WIII. lUtJtftlnC~' tlLillAW CAlI. SULII:l fiiE 'HerEIn 0". 'Atlsa 1VlICB 'OR 8UIIDING IM'B'VE~lglriS.u 4 CONC8E n.- j I I I r1' l--~ I -~ I I I "':-:-::::'-:--' ----=.:::~~ --.--::~ ---:::-..., ........- -:~~::.-' --... ,,~--- --.~:.~~~ --~, --..:'''.....:.--- ---:"':~- --::::.~~~p.~~:.~::.- ---.-,-------..---- ' - ........ -,:----------- ---.....-..~....~......"'--.................--_....._._~ - .-.. ~ - - I ..=, .---! '1 . j I -I ,..-;_=.-:,u._____.==--.-_--.- t------===------- - ---- ,-.- --..--~---- , - -- -- ---- ] , I I SL;.\B c~ [-~ db o s-~J _91 .., EXISTING - - -_..~-.... /, _2LUUBING FROM EXIS'r1NG ---.. ----.-.-. _.-_.,..__.....~~..-..--- .__._-~_._---------- -~ ,.,- _.....~ ._- --- ------ ~...- _.- - ..- ..... --.- -..~- . MECH;\NI CAL ,_Fr~~2M-.El<JS~lllli__. ... -- '.. ---::;.: ~'':'. .';:.'::'--.:..::-.::,,::...-:==-..: -;::;::--:-:.--:::...-=-:-.:::::--====::--::--:- ---- -~.- . (j) o , , f\) (f) o " , , __....c..:---... ,II C)....... ,'13- ...." 11/ I, II ,~ 'l~ / " I " $11 II ,_ .LI _ _ _ "f ' - - - - - . I I I I I - -/- ----- --.----..--------.- WITE1_ LAr~C;ER U~J1 r,./ srucco // llc:QQ[~ PLAN ~ - -~ ---------=:.-:=--.:=-"""::::..=.:.:-=:.::=.::==-=-=====--- / // 10 , ( " ADOITIC)N f\REA -=: ~~52 RFNOYl\nOf\J AREI-\~ ?20 -r-OTAL = 57? , ~ertilie? t~r ~ompljall,ce with the \~i!ld ~oad p~ovisions of Standard Building . Cyde (S~C) SectIon ~ ~05, 19~ri~lIIcllldlllg ~?92 allll1993 addendullls. Other deSIgn e1emenls shal v- o~ o~; contractor. .James C,it' (no, P.E. ~ N 42507 MArCH EXISnNG "- '~-- ..--:;:::::~~~ -----.-;..~ --- . ',~~ ~-----_::.----. "- ',--... ~-----~ -.- '~'~"-?-"'~~~22""~_ -'~,--- -- - =---:::~~-. ~-, ---=1 --~-=:;.:: ----.- .. . ~&.-.- ~ EX TI8IOB__T tI/ 1 / // 8_ -_1_..0 ._--~-_.---_._..__...... _.-....... PEAf~ ELFVATIC)N /r \' ~, I i ~ I l f' , J ,'. ~ . : ' 71 t'-\ P S t.11.~1 ~ I ,-' I ~' . ~:' \ I', 'I : '-' . . /' 'I t, ',.," (~', '. -. '(" " t^' ..... ~\ i" /. c.. I . ,. ) :: ~~ l~ ->\-. \......., ,,)~. - ..... " ~, "\ I) ~ I; N I...{, 1 ,,/, J' \ ('Ii'/"/ t C' ~',{ J\Ji'il U f 't:.. "\ ' .. t (7y?.:: b~UJ:;) r~OOF LAYOUT ----.------ - "-. -;;:-::..::=:=--==-....=.=.=::....--::::==--==-==:..-.:::.:.~--:.:.- --. l~~--=r--;--~ I ==--~~-~-~..- PO:~~~ o frEC TORS SHAlt BE elECTRIC NFPA . (AC, IN ALL NEW CONSTRUCnON / -101 & NFPA.74 LIFE SAFETY, CODE. : ~~ .' _ ... ---- -., - . - ... ..... .'^::'-. >;-~ :...:::.:.;:.:::--- . -.""------- .~~>-- , '~~ ~ ~ .C).~ ~'O ...., ~~ O'~, ~ c.A~ ~~ ~ -, ?\ ,(. , l 5/:~ f- .'." ," '.:.. '- / .,: .' ".- . ./.......... -" \ ,\ - .. --=--_"'::_-=-~=:::-:-~:::'==-'==:-'=---'_-::~_-:::=--:-~='-=--=-:='-:::'-=~-'->- I=''''~= I I I~~~~ // / // LEF-L_fl-[~ATIC)r\~ y~ -== 1 0 . - "-. -.-..... . .----. ,- -':-,:"--:--- - ~- ::.~~. ::-..~~ .-~::7::._.-..-~__:._::_.-::::._~~-,~-:- -- -'-~------- ,- Itu Iii i g'~ I 1\. t~~~l_I~!_11;!~L,+X 9YtJQ~IQti t F~,U~!l E3!N(),e ~~ 6 N_)~ _co __~ct - -------.._~-,--_.-._-.- -'- - .-:-- --- - - - '.' :'--:.~.~--..' _.,-- ..._-~- ._~-~---_._- --- :1:0~ ....c:t:(.) i~~ .~ll ~tilti. ~ a~t..?w ~. ~.", ~; ~~...J<= I! ~ Ll. ...J. -<.:> ""'"'~Z ==- -- .,"'* · wC! ....J O~ ....J ~o.:; (~ @- @ @ L @ @ .- , f') , co p. , ~ C) ~ . . @ 0 WOOD, EXTERIOR, .Wf\LLD E TAl L ", ~ WALL DErAIL NOTgS: (A) 1I2"CD:< SHEATHING NAILED Pat N()1~ ~lq Wl~H STEEL PLYCLIPS, 315 FELT AND FIBERGLASS SHINGLES. RIDGE VENT AS NEED. (8) ENGINEERED ROOP TRUSSES. PITCH TO VERIFIED ON SITE BY tRUSS MANUFACTURE:. (C) MINIMUM R-22 INSULATION IN CEILING. (D) DOU8LE 2 X 4 TOP PLATE. 11lSC NOTES: ~~~V~~~~A~~~A~O ~~E~~~i~~~DA~~ ~~~~~~~~o~~ COME FROM EXISTING KITCHEN IN EXISTING HOME TO BE RELOCATED TO NEW ADDITION, :7 I( (E) DOI.,J8LE 2 X12 PINE BEAM WITH 1/2. CDX NAILEDt.-fooJr' &{e$ -. AND GLUED OVER DOORS AND WINDOWS, (F) 1/2- GYPSUM CEILING MATERIALS. (G) ALlJllINUM SINGLE HUNG WINOOt.,S. (H) 8'0" CEILING HEIGHT, (1) ALVMINUM SOrFlT AND FASCIA OVE~ 24" OVERHANG ANO 2 X 4 sua FA$,C.tA. (J) 5Ir~e$QtJ l.,.T7 lo ,1~eG "letl! z\!oL ANCHO~ AT ~NOS OF SH~ARWALLS. PLANS RE. ,V I EWE((D OA TE q -::;Lf? -9 &-.......-.~:a....- BUllOING OEPT: A~;ROVE;0 (K) 1/2" ANCHO~ BOLTS " lf~ oe. (L) 4" CONC~ErE $~Aa WITH Q/6 10/10 WIRE MESH AND 6 MILL POLY. " .' " 00 '1/2". COX SHl!A HING ON 2 X 4 SlUD WA~L NAILED ~." <! lr14e.s , ,{I'll (Cl. ) \' d NAto /) ~ 0. a~ /IN (AND TYVEK HOUSE WRAP OR lU 5 WtTHSTUCCOXTEAJOR. (N) ~1NGLE2 x 4 P.T. 80TTOM PLATE. (0). CLEAN COMPACT AND TREATED SOIL, -(P) e- x 16- POOTING WITH 2 EACH 5/0- REBAR ON CHAIRS 36" OC. (0) C'IM ANCHOR AT THIS Bf~~~J_:\~~~I~~9c~J~~~-~2~~I: 19~-- .... APPROVED BY DRAM-4 BY R W SCALE OATE.8-4-94 ZEPri'(r\H ILL~; ! -' L (",r; 1['-", " r .\..Jr", )/\ ---- .-=::.. -~.::::::':'::===-:::::::--::-":=:-:"-':::::::::-=:=::..~'- -:..~.:-::_~ "~- "~- .-:- ~ -- ' -- - ---~:-- - - ~ DRAWING NUM13ER 1