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OtherdeSignelemelltssh0!tPO~s~fYcontr~ctor: J ~-~--7Y -~ ~ ~-' :',' ,', '''''~'' .:" Jaqles' ala~lO)jP.E.. : / a(~ ' loIl):to' ." , . ,> " 0, '42507/, BROWf\J F~FSI()E~\lCr-~ 7FP~,tYRHILLS FLC)F~'D/\ APPROVED BV DRAWN BV R W SCALE . DATE, 7- 22-94 ,:i' . < ~.;~. . . DRAWING NUMBER ;2 f'~~.t.;}':''- . X~~~~:"" . , c,,-,'" \" ";:; {1Li:,;{~I... ,J , ':~.- r--- -- ,.. ,., , --",' ,.~.,:, "''''1C~;' " . ...,.,". '.. <",.' -- -----_.~;,~-- +" , ....--- ~- .......---- ._-~ ~/ / ~ ~_. ~"..... - --------,~~-". , r::--'- [ / /' \ " '== _~,~~',,=. ,,-'~o-';; ="c==,~--5""~",~,,c.,,~"',"'~"~"'" F"" ,__<", ~~c;,.',7,_cO",~"., "-,,,,~=~,,.;; ~;"''''fT''~:O-''''''''C.~O'~; ~ ';;3.;' ~, -,;""~"C,," ,;'iCe:;; .~"".".~=,., ;;:C'" ,,:..., -;:.;~~__",;"C,";;;~'. .;;=.":-~.. -C.." ;:c~ i..E -t L,...:.:::, I- I I I I 1 -:::=:=--==1 ! L.:_=-__ .~:..~-::.-;".:"';.~':::::=5:=~::.::..:.~-:~~~":.;: -:... --- ,----.-- ! "'/ / // F<IGHT ELEVArlO~\l X _~.-_,._.__.;.;.;=':::::~:.E::.--:=-~:::: _=,:::~~-~::-:c=-.~-=::::;:--":=:;,,:-:::~~::,:::'~:-:;~~:::-;,,,:~~~-~~~:::..: '. 1 o fS' roo i ---.-.------ ~ . ----- - -~-----_...- _.. .--.- _.- o ... N o :& I ( I I '. -i ---. -~-[- ~-~ -... ....~ - ~ ... -- --- -n---- .-. . "'1 ! -- _. I ! _. .- - -.-j ( L r==-'=--~E-- -., ' [Et,. ". r__ 1 -----'- .' - E-".j-~ " \--~-, . [lFI __,_-===-_____~:.;:==::::=:--.---~_=:::::~-........---.--------.----- __~_____..._'_....._-__==_-...:=.:::.:.::=..==:.=.::.:=::..=::.~'"'". _...__ ~_'_.::..=.:__=~::::::.:;.:~L ___ .._, _~L~~_=:::..:;_..::.:=:=:=____:.::::_::=._:::_:::::::_===_.....:=::: __=:.-==:: ____.____ -"'="'='-=-=-~_=__~.:.__.....:____:::_:=:::::::;._=::__==_.~_::~:::::::~::~::::.,,~~.==~_=.::=. // / // L--FT ELFVAJION .x_~D. _-::.-::::.::-1;:::---,=::._~-:~"'"':.:::=?"==""::-::~:'-::::C:-- ":.:~::,: ----.:0:'::':'.- - :,.-:'::.,-'::- ,..,.. =-~,:::..--- / I / I I , " t ,~ , . .~,)t'~'~ .,..._ .",c.d': . ':~~~~'T~~~' '.' , " ,> ~ t.. ," ....... \',~ ~..-"~ " { ~, ...~<'J,.; ,.'\,i'" ~ f~- /:,{~)t . 4 ,:,4' '" ~i~'; , "':f~' 1~~~ ::~.~::\\ ,-.- f"-" ,./?:..;:'::i:~:~;'" ,,"",, ~-:": . i'}::~.; 1 f;,..:.,. If General Note~: Wind Load Notes: " ,~ 1.1, j\ll reinJbr~ing steel 'shall be NHM A 615, Grad~'40 (min,) , 2.}, De$ign Velocity = 100,Mph 2,2. Spedt1cations ,;: sac 1991 including 1992 and 1993 adde,~du1l1s. se<:tion 1205, ,""' ... . .. 1.2, Anchorages shall be hot.dipped galvaniud, at1e.f fabrication P~! J\sr[~t A 90.' ,- . .,1 1.3. trusses shall be designed per SaC"aud, 1Ff specitica~ions arid, certified by a PrOte,ssionaJ Engineer registered in the state of i'Jorida, Dradng spe<:itied by the truss m<V\ufacturer (internal to the truss system) shall be fastened with 2-16d nails per bearing point at cross bracing, IOd nails at 18" o,c. along stitleners (i.e. 'L"and'T' bracing) andJ..16d nails toe.naiIed at end bearing connedions,. 2.3. Roof Dead Load (used to calculate uptiJl resistance) == 11.8 pst'. i".".- ..--' 2.4, Ma,,<imum net uptif' per truss bearing connection::: , 15,2 Ibs. '''' - ....'it! -<., 2.5, Maximum net uplit\ per girder bearing connection::: 3427,2 Ibs. , \ Factor of safety against overturning =: 1,5 ". 1.4, Trusses shall be braced in acc;ordance with the Truss Plate Institute's HID-90. 2,6, 2,7. Maximum unit shear at roofdiaphragIl.1::: 244.8 plf 1.5, Windows, exterior doors, garage door and other \'endor.proyided exterior cladding shall comply with the design criteria set forth in the following wind toad notes, . " 2.8. Maximum unit wall shear at midheight wall == 435.2 pIt'. 2,9, Roof Sheathing: Fasten 112" APA Rated Shea'thing (CDX) perpendicular to framing with 3d 'nails or 0.099" spiral shank P-naiIs at 6" O.c, along panel edges, 12" o,c. along intem1ediate supports (No blocking required). 1,6. All stlUctural lumber shall be #2 (min.) SPF or Syp, 1.7. All load bearing frame walls shall lie stud grade (min.) SPF or SYP , with s'tuds at 16" o,c. 1.8, All non.load beari;lg frame walls shall be stud &fade (min.) SPF or SYP with studs at 24" O.c. 1.9, Windows and sliding glass doors in masonry walls shall be fastened, to 1x2 PT buck strips wI #8 x 1-1/4" wood screws, 3 per side for windov'is and 36 total tor SGOs. Fasten buck strip to masonry wall \'with 10d case hardened nails at 8" o,c. each side, .. 1.10. Garage door shall be fastened by'mfgr's track brackets using 1/4" x 1.1i2" hex head lag bolts tully seated ill 2 :< 4 (min.) #2 SPF or SYP PT door jambs fastened to tilled masonry celts with thr~e (3) 1I~" anchor bolts with 2" diam. washers per side. Anchor bolts may be cast.11l place, epo~y set or wedge type \'with a n1aJlufacture.s pun~out capacity of}50 Ibs. (nun,), '. , i :%".~:::.==.=::.;::::..~_.":;::'-=-_~~~~.':,. 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'>t. .~ ~~ Certified tQt ~oillpliance with the wind t03<tprovisions of Standard Building Code,(~13C) S~~tio111205, 199,l'editionitichiding 1994 and 1993addendtlills. Othe~ design el~meIHs. Shal~~O\lSibiliIY o~ yntracior. ..' . ~. _// ..' 3(f'f'f James '\ ,taJ1o~ P.E, ' ate. , 0.42507 BR()V/~~ RESID[NCE~ >.' Z[F:HYr~HIL.L_~~ I FL.ORI D),~ SCALE OATE7.23.(3::~ APPROVED 8Y ;; '" \.':'c /t~ \ ,- ': J . .- 'I J. . I ...,' r- o .. '" .') \ , ' , .. , .. ">I' ~ "T - '{ -x- i i I " ;' .): , "- <"t, 10 I i I -L ,/,. \\ ,1 '. II --~j{.' 'c:.::'__ ,'~ . ~. -, ..",. ._-.,.-"'-'-'~---'" ...,..,---..,....-~......'_._-_.. -:~.._--._..........--~- ----.' '. '-"--5'i~_~~. ~_....~_....,,_~~.._......__' ~"_'_",,,,~w'''__'''._'''''''''''-''''_~'_''____'' -___........___~_,. 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NOTE: PORCH COLl'MNS ARE TO BE LAVED WITH 8M BLOCK AND POURED WITH CONCRETE WITH 5/S" REBAR IN EA6i CELL AND TIED TO 70AHON. €ertilied for compliance ~vith the \vhid 10~Jprovisiol)s/0f SI;\liJa~d Buildinll Code (S13C)Sectiol1 i 2.05, 1991editiol1 i.llctudingl992 and 1993 addendums, ~t~;~~1 eleJl\en~s shall~OnSib1Y~ ~ ;ntractor. j/ / James Cat. ano, P_E_ ~F ,. , 42507 ' cr=:j, , ~/ ~~' ,/ , , , r - , 1\ ~- , y (]) ~ " o " J)' Ct WALL i f ~ !..~,\:../ ;/' ie C)" w > o a: Q. 0. <<( ....: a. UJ o ~ 2: - ~Q < ~ o l"t'\ .)~ ,.... ~>: 1.~,i~1 li-i,,~' t. ,':' I I VH_J G____._,._______ ,__.______, __.. _ 2.1,,7 1, G ^ 8l\(~.[_"'____n_____~.__ '_ ,.. " ,484 J~t{JJ{y.1._Lj\Nl_:: _.___ :)3~ =;I2~:-h~:k~- ~~YJ~:RJ~k~~~)~{Qf=?~~~-~~:~~~..~. " '.... I . I', .. . eN) \ 1:'\ , \ --:\ iO [K~ ;{- ../ j''.1 1 :...J J (to // ~ ( " -l~~ (G\i (Cr'~, \1 \., _../ -t:. 4 (5) ,~ - ~/ "-<~~,> ,( " ' " . '" ,):, 'T- 1 (~) '~'>-- /', / / ,</~"':'\. " /, '<'\/ - ' ~3 EC -r f ()(\1 '- WALL SECTION DETAILS: , (A) 10'0. WALL HEIGHn FROM FINISH FLOOR. (B)' 4" CONCRETE SLAB 250Q PSI WITH 6/6 10/10 WIRE MESH OR FIBER MESH AND 6 HILL POLY. CLEAN COMPACT FILL AND TERMITE TREATED. (C) 0" X 16" FOOTING WITH 2 EACH 5/8" REBAR ON ROO CHAIRS 36" OC. I EACH VERTICAL ROO 5/8" AT EACH END OF SHEAR WALLS AND ALL CORNERS T lED TO FOOTING AND POURED LINTEL, ,~'<. :;70.1. LA'k i) 1.:.'> (D) O' CONCRETE BLOCK WALL WITH STUCCO EXTERIOR. (E) MASONRY WINDOW SILL. (F) 3/4- TUFF R BOARD AND 1 X 2 P.T. FIRING STRIPS, 1/2" GYPSUM BOARD. (G) MARBLE WINDOW SILL. "(H) ALUMINVM SINGLE HUNG WINDOWS. (I) PRECAST OVER WINDOWS AND DOORS. (J) DOUBLE KNOCK OUT LINTEL BLOCK POURED WITH 1 EACH 5/8" REBAR ON TOP COARSE TIED TO FOUNDATION. (P.E.~tfo.a. !ST,.l eovt.~~ V.J1f4 fr1t:t.AS'f 1"1.~Ht.~1e~ ~t"" fllt.. (K) 1/2" CEILING GYPSUM BOARD. a ~AN^l) (l) R-22 INSULATION IN ATTIC AREAS, AND MINIMUM OF R-ll IN ANY KNEE WALL AREAS. eM) ENGINEERED ROOF TRUSSES. SEE ELEVATION FOR PITCH. eN) 1/2" COX SHEATHING NAILED )?€d ~1~ ~. 9 WITH STEEL PLYCLIPS. ~15 FELT AND FIBERGLASS SHINGLES. RIDGE VENT AS NEEDED. (0) SI"",P!,t>\I'i E'lt"~..... ,.1'" ID.{ t- J 'Zl! ~t~\,~~ THIS LOCATION. ANCHOR AT (p) 2 X 4 SUB FASCIA AND ALUMINUM DRIP AND FASCIA. (0) FLOOR COVERING PER OWNER. (R) ALUMINUM SOFFIT SYSTEM. SEE ELEVATION FOR OVERHANG LENGTH, ( S) t.JOOD BASE. ~.:>' BF<OWN RESIDENCE ZEPr~YF-<H I L L~;, FL_or~I{)I-\ APPROVED BV SCALE: DATE:7- 20-9<1- FLO()R PL AN ~ // 1 / (J // - ._- '_1 . ...._:.....P ,.,..,~.......,;~__~....,.____-" ..;._ ._......_.:::-=:.,,_:J;:.-:-:::-_~ ":. ~_--:::--'~_'-____::":'~";';:-_'~~'.~_.;.-.. . . A- I . -_.>~-, ._~_ i I ........ ( . /' // l , ... I ......".,..............~''-,.F.....,_....., "'" J DRA....N Bvf~ 'II DRr' G NUMBER , 1 , .'--::_.t:./ \ , -, ./ /--' ; . ) ~..;