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HomeMy WebLinkAboutBIN A-3 PERMIT 5504 ~C:; _IIJ -v E~ R ( /\\ GY ~J :-\ ~-- ~ /- ~- ~~/-- ~ [-- _. -- r- ~- 8' L -- - ._~._~_.__._-- r--l I ==, - ' - -- I I II I , II I I I i II I I II -.L dL ~ ~,~- st-ucco - .- OA_KS VI_LLA S~ sf 12 - - -- n.." I" rYt' - -.\ .. I'we.. r ,"' . ~+ 1.- u r', DN i:'.-'\L-* SIC-e- _ . /~ r\ " I\--r\~~ c..) S i.tAI..'-- t:..J. "" - · 1 r"'€."i.\,,,,,.J.r\~-r '6 lI- ,-.c-. .")( 4't?$U;'" bt~c.- I" '" , LA\JI~'\... Of" .?/g ~n'l~ J C - JI::' J. I NJ- 0 ~ 0 N 1L 1 '" /) ~ J _'1' NC, Or ~ I~ V"" . .~c.. UI~ ~d~\J.i.- bf nc..ct" c <"-l--C'( ,) '. ~h\..cJ..-\.a i. -tc . '. . S~~d v;><.. -;+, 5.3.L...ri-7C.;~':+ , ., ' '-r1v-t"- l{ C.J Alt.T f,....e..')). .,.~ '..-1'\C.0b\-\ f'o'- '., . t-Sc1" ~...l w~1"\I-1\,)C,,~ I I ;2..' \) G-ii- \fu.~ T S r\()v- ,;, e' \l.~-n\\,~b-. Co ...-t.~^--r\'~.v ~q r\ e...e.- \ --~ Fiberglass S1hi'ngles -...........- .........,"- stucco . D [f[J - [J ~ -[J [J[J stucco - ---- DDDD DDDD JDDDD _J_JDDDD DDDD DDDD r~DDD stucco DDDD FRO_N-Y1 ELEVATION - - ~ -=-=CF= _______--1.__6 ~-...........- -- -, ..---/ ----. ~~ ~, "-~" " ..... -" ------, .................... -'..... fl1iberglass Slhingles ~ ~ ____=__~_____=o~~ _=~==_c=_ I b-Ju - l_______ _ _ stur BAY VILLAG E BUILDERS opyright 1995 Bay Village Builders, Inc. : CUS1TOM cusrro J\;fER: ';~:L~~: RErAJ~ EL~lVA TION ~.>a:'. ,.- ',.j-' j(~'~-- .-- .- r ADDRESS: 2 .a..do "';~ per Linrit LE1GEJVD: [JIVING Gll R;l GEl C1QV. PllTIO E'N71RY 7101ilL DATE: 1 --_._--.~-,_.,- ..._._-"....--=--_...=.__...--',....,"~., ,., ~ SMOKE OmCTORS SHALL BE ELECTRIC POWERED (AC) IN All NEW CONSTRUCTION NfPA-101 & NFPA.74 LIFE SAFETY CODE. Kffil) fLOOR ELEV A liON 8" ABOVE llOAD CR{) "V/N ""CONTRACTORS OR OWNERS ALL OF YOUR SUB-CONTRAOTORS MUST Be REGtSTERED WITH CITY. fAlL~WORK-~SHALL;C'OM'PL y' WITH PREVA'LING CODES. STANDARD BUILO'NG. PLUMBING. MECHANICAL AND N. E, C. ":lReROVED.. PRiNT R!OU)REIJ ~OtFJOB SITE - .----3 UFiULURE TO COMPLY WITH THE MECHANICS' t~N LAW CAN BE. Sut T IN THE PB~PERT' OWNER PAYING TWICE FOB BUilDING IMPROYEMEIffS.'. . Pl. ANS. R. E.~ED DATE .~/~R-12 J3U1LDtNGDEP:i~...AP.P;?Oyr:~. '.. ~~. .~- / RJ. lEON & S... ?'Al 3 \ / archi~ectl1r,- ~!af.. lng ..' " 4339 hor<ey sta Cl. t~rn:::'." f c(,€24 (81 ~ "'8 Tli'J . 'L '''AT-II'r'!"f'D t L1.-C'r:--' (',: -- ,:'/ r~t>'- I H,!oVE f'l. ~v L '_ "v '-::. nC - .. ""c" II""' ,'[r: fir ,,' C~(,- .".''''-: C'(" ::,'''', 11"" ~('" !=;~ 1,,1 C'_,' '.,]'<L' 11.1 >...;J '" ....1 t'~"':",',~ ~\, .:-'- ;. _"', ' ',' , c:~_ - ~'; !' n (---(D, 12J;" 0,' . i ,_ '"' hi," ..,:il.' ~v,_~I,<,-" ~- - - ~ .-. --~~'--"-~~r,~!q" \:I". ..... 1 1 ~ 2( 1 ~ I- 16~ ~ 9t5 -""~.",,,-,-- / I ..!IIiaIIIL..: - -- - -.. --- ---.. 1I -~ ~._. -- ..t.d. ----. JIl --. .. .-,--..~ ..~ -- ~ _.----.-=- ---- S~_l L VEfi? - till. ~-'-'~ ~ - -- -- --~ - ....---~- ... stucco OAKS VI_LI~A S fibeTglass shingles stucco LE'FT S1ID_E' E'LEVA l1ION ~ ---~ ~ ~~ ~ ~ ~ ............. ~ 12" o.h. ~ stucco fiberglass shingles ---_.- --- -- stucco stucco ItIGHT ~S~IDE BAY VILLAG E BUILDERS a."~ opyright 1 995 Bay Village Builders, Inc. J . ~ CUSTOMER: : CUSTOM E7LEV;111ION ADDRESS: ---... -.,- . 1:1-.....------- .-... ~--- 2 stucco per 'LLn,it [J,EGE'ND: LIVIJVG 11 95 ~,,' LEC~~ t t:::::C~':7~,T:-3 G;lRi-l G E 282 C1QV. Pil TID 1 Lt9 .-."""\ E'NTRY 25 ,,'/.\)\~\fl TOTAL 1651 DA11E: 1 95 - ---r'- !-'. -_L- - --- -,....-...... -~.. ~S~IL -VER I ----4-=---1 AlASTER BE'DROOAf 1 3' 4" X 1 2' 4" 8' ceil. -> MASTER BA T1I drop ceil. above '" > commode, vanity & . ,,/ '\. shower to 7' O~ " ,,/ o<<.Q;\Y . CD ~ ,,"'"~ 0(0 I BEDROOM #2 I 11' X 1 2' 4" I 8. ce-il. I : I I I i I I I I -~-- -- r-.~------r----- =:r'-- ,-.1_ L_____ --1=:=-_-- =_rc:: --- =---1 1---- I I -JJ F'OYE'R J COURTYARD --=-[~)J I [Q~ BAY VILLAG E BUILDERS opyright 1995 Bay Village Bu'ilders, Inc, N: CUSTOM CUSTOMER: OAKS ---~ r- COVERED PATIO 18' X 8' CO VE'RE'D PATIO 18' X 8' I L-~ =--=-~ LIVING/DllVING 1 7' )( 25' 4" vaulted ceiling GEl- rn I o 0 D W K1TCHE'N 1 2' X 1 0' a" drop ceil. to acco'm-rnodate d01ne lighHng jyulr dOWIl a (!.i?._ acce~ ~I I<i> ~I I I~ I I [l[]J I rW\. rW\ ~!f)1 \lV E'NTRY ~. I j________J I I I LIVING/DINING 17' LY 25'4" vav-Zted ceiling ~ ~GEl ~ !(ITCHEN 1 2' LY 1 0' a" drop ce'il. to acconlnwdate dome lighting purr;- crotVn ~'i~ acc~s GARAGE GARAGE 1 I ' a" X 2 1 ' 1 1 ' a" )( 2 1 ' I J l_ J ADDRESS: VILLAS - I --l-- .--t==-=r--- MASTER BE"'DROOAf 1 3' 4" )( 1 2' 4" 8. ceil, ~ MASTER. o BA T1I #2 8' ceil, E"'NTRY I 1fA71 II~J i s'->..Of>'L~.1 -------j I I I F"'O YE'R BEDROOM #2 1 l' X 1 2' 4" 8' ceil. I I . ~ -=r=-----3=- --.-. I .- -==r=---==--- ____.-1 I I --.-- COURTYARD I C) [Q}L 2 ~<.~-. '.-)"_" "._' I' i SCALE: 1/4" 'f':){ per~ unit LEGEND: LIVING 11 ~ GAR/-l GE 2 ( COV. PA 7110 1 L .t, iUf<::(:j E'N71R Y I- ~ . ~ ~tfj 7'0 7i-1 L 1 6 ~ ~' '1" D,ArrE: 1 95 ..J i' ~' - .,;-- -- BAY VILLAG E BUILDERS @Copyright 1995 Bay ..3.., p 11 : CUSTOM " -- .~ ..} ~ ~ 4 '4: ~ ~ ~ ~~ AC \J i ~ ~~ . ~ ri <..J ~. '- . V) Village Builders, Inc. C'US110MER: - - ~ , . I') / 38' - 8" 6'-4" ~ 13'-2" 20' -..-- - - ~ - -.- -- --.-..- - SIL VEYR OAK~S Vll~l~AS 2 I- 63 ' - 4" . .,t'I - ,31 '-4" 31'-4" ----------.--- -r ------ ~ ----- ___._n_____ .--'--------,---------1 Iii ---- alum. post installed by supplier per manufacturer's specifications II I 18' 'I 18' T1 !i 8' III alum, post installed by -""'1 supplier per manufacturer's I specifications r 1 ,3' - 4" - 8' , hb Q) I -L--------~-- -- _------~J I ======-~ - __ 'r - - -- - - - - - - - - - - - - - - - - - - --l 4" I I I I I I I 4" cone. slab w / fiber mesh I I concrete on .006 mil. visqueen I I over poisoned clean compacted I fill I I I I ~1 gill ;u II I '1 ~I AJI )> ~, 01 ~I ~I r- U) "- c==== ------ == , =flfl ==-=- ~~-=,,-= IDi=,==:=J I I o 0 L ~ 6' 6" --+ I, 6' 6" -t: ~ 0 0 I I t 20'-1' 2' - 6" : l !: 2' - 6" - 2 ' : I: 1 1 ' I I 1 1 . I I 1 3' - 2" I I I I 2 ' - 4" 2 ' -- 4" : ~~rr~~~~ [1 t~J ~~~-~~ : : II 1,"4'-L --r+ 2:======C~-:..--=-.:--= == ~-~ - ~--_-.itlL- 4 II I I LL=_=- -=~-=' - -__ - ~ I r I II :~C4) ~ w - -:.;@ ---~ Illd '- '1llL:--=- - - - - - - -- ~, II ~---:=- T ---- Q) ~ s:;rf I--=-- =__1 I fo-- ~. II 11 II l~-~ j_' -=-:= - - - -- -fy - - - - 4' ' I ,,1 I I, 4' \...0 ----- 14';'~:":-]-- 4'-8 - : : i: : T 4'-8 . rL 1'-4" "-- I II II >l 36" h h 36" high I wall~g~ r=z\l I I II I 10 walls 7' -- 8'.-8' ~ I II I I I~ I _ 8'-8" 1_ rcSi- 3'_4~1~'IC3 ~ i: 21'-'0": : 21'-10" i rtf 0 f2~'-4" "-4"- 19' ---- 9 I I I I 19, III I I I I I I I I I I hb II L_ _ __ _ ~ _ _J L _ ._ _ __ _~ i 1-, hb L~~ - -~ ~ -- - - - -2"_:"-- -=- -25'=4~ - - ;!'- - - - - L------ I I Q) hb Il__________ _---- --- -:1---------- ----- - -=-- [=-- ~ ~ ,- - - - - - -4"- - - - - - ---- - -- --- - - - --l I I I I I I I :~ I~ l\Q 4" con c . s I a b w / fib e r me s h concrete on .006 mil. visqueen over poisoned clean compacted fill J ~ (~ Q 10'.-5" , 1 0" 3'-6"- :J -j <t -.0' "1 ~ .~ ~ ~ ~ Ir J "-~ \0 't ..... 0 ~ I- I J I -:) >-. l~ ~ ~ ,~ 2'-6" - c 6' ~o c: - h~- -IF--j c: 2'-1'~ 38' -8" 2'-6" == ==:J 20'-1' 22' 8"- ]' _l 20' I.... -~ 19' ADDRESS: - ,--- -._~~,-.._~ .... 1dRl.-z1lll:ll.2 -- - - -- Pi ,J~B~~ (Q~~~ch.~.~' v C" LJ,~' , I".. /L~{j!...l-,J ,5 ~ \ VoW' V"" S.e.L.. ~ t{-O 1.5. '- 1 6" 1==7 -=RLg;bO' @ EXTERIOR WALL FOOTER 1 2" ~~::7 -n J....- 1 2" @ . 1 #5 downrod refer to PBS layout for location seA L E : 1 / 4" 1 per Ltnit LE1GE1ND: LIVIJVG GJ1J-?A G E C10V. PATIO E1NT1I~ Y 110 TilL DATE: 1 119, 28/ 1 Lt 2. 165 95 ~S11-L VErR OAKS~ VI LLA ~C:; 2 --- 63'-4" 1------- ~.. · -F--- 13'-4" - .. 18' - 18' 8' 8' I -"1 I 3' -8" 4'-10" -il-- -=- 6'-~~_ - 4' -- ~ 4' +_~~ -1- I 3' 8" -- - 4'-1~ -- 8'-2" ----l I .. -i 8' - 2" <r- I ' 138'-8" 38' -8" [ LGEl~~ I I I I - ,Il----~ -J ---f- 't II 3' -- e;' -:r ~ ~'- 4" --=, l:-:=_2: = 8" -1 4' l' ~ h ___~ JGEl I I ~ L ~I I~ ~I I~ -[l []\- ~~ l%l ,---1 L___~ 58' - 8" I I I I I I 4' - 8" _ _---1.-. --- -~ --f T' - -'--- 6' 4" - - - 4' 2' - 8" - 3' - 8" '--I L ___ _J 1 ' ...... 7' - 4" ----f I 2'-4" L=- 8' - 8" . 1 1i 7 ' - 4" 12'- " l 8' 8" 11- -~ ' " 7' 20' L_ a 0 -- L 2' .--- 2' - l' - 4" 8" I- 7' SCALE: 1/4" == o () pefr lLnit L,EGE'ND: LIVI_NG GAlt;l G E' [10 V. Pil7'10 E'N 1'R Y TOl'AL ~ ~~ DArrE: 1 2' 2' - 8" ~ 9 -- ~ ___1J__1 2' -~ -- 11 5 2c 14 1 '-4"- ,-- BAY VILLAG E B-UILDERS @ Copyright 1995 Bay P,~~N: CUSl'OM ~'1 --~L 9' B_OCK U M [i\]S r ,<:: 16t 95 3'-4" - 2' - 25' -4" - t:-:cc_r~~ ""~~:("! _,1"- ~... t)C' \. .'>'y.. ~'~1:.r-, ~i :~ ',~' :::':.' ',... f;',,'1~_-, S\)I"....\\.,',~ ":',-.'~, Village Builders, Inc. c'USrrOllIER: j\DDRE~SS: ;1'" , .. , ~--~~ -.-."",-- ..jlb.. -... - .T.....- l>~ BAY VILLAG E BUILDERS CQ Copyright 1995 Bay Villctge Bttilclers, Inc. PL~~_, N: CUS1TOM CUSrrOMER: t ~ - .- -~, ~- --- S1j-L -VE_R . I 12'-4" 13'-4" 10'-10" I 17' - ~ - - -- .11- --- -iii _. OAKS~ Vj-lJLA S c--.--=_ .--.--------1 .. I( l ~-'--=L --I --- ------ 17' 5'-4" 2,91- ~rn I LlL_ ~ TU- I I '1'-7" /w I 3'-10" {-- ; 5'-8" -1 I I I CD 3'-10" I 3'-10" L 0 Q (!) D 3' 3' l 6' - 11'- 12'-4" r 2'-4" 3'-8" ~ I I I L__ ____ ___ -----~E - --F-==1~1 r - . I I I QJ [Q I I 8'-8" ----- 12'-- .~ ,----1 L___.J 21' I I I I L___ 10'-10" 13'-4" 12'-4" 3'-2" I I L_ ~I I~ ~I I I~ t-=- I ~ - [~I (ff\fW\ "'-lY I I"'-_!J) fD I~ JE2" w~ JH 11 ' ,--, L___.J I I I 8'-10 I 2'-4" I ,3'.-8" ~, l l r--~--- I-=E-=--_~i:- __-:::t=__~JJ I _______J I I I I I LL- -I -12' 12'-4" 8'-8" 21 ' ~ I [9 1__ I I J _---.J --- .. .=-~ C-) -~ -~- ._~ - seA L E : 1 / 4" == '1' pe1r linit LEGEND: LIVING o M ENS C) 1\] SHEN8ASSC :Alm ~~~~1C:1TIO \ ENTRY FRAM N G ADDRESS: , - c, '-.;'- ',-i .-:, Flit Dni,'- ft.,,---;"-~ TO T 1 L [ l':' ""'~T' c:.:'. "'_ ~.,,;W[ i;;l'rtN;: '"i , j ~;;':j~ '-,I:'.:'" ~'~ tL'p'.~[} S~Jli_~D!~.jI~' "._ k:. q '\) Dl\1'E: 1 1195 282 1 Lt9 25 1651 95 ~ I' SIL VEvR ~ ~ -t---- --- -j qD . ~ / - CEILI~; " ~ PRE-WIRED '" '\ '\\ ~ :=v I , I , , r I QF0 f I \ / \ 6 I CEILING FAN PRE-WIRED / I I I I I I I p -L_ << OAKS VILLAS -IT----------~--- ----- - --- CEILI~ FAN PRE-WIRED I CEILZ FAN I PRf-W'RED . J I I_~I-_ L " __,_ ~--<W- /" ~ /CEILlNG FAN / PRE-WIRED I I /---'0- / I @ ~rnl ~ w 1- -- -1 48" X 48" I dome fluor-I escent lighting L __ ~ ~ dt V --tW I~ ~l ~--~\ L___~ I / / / ~__~ d~ ~-=-~_ BAY VILLAG E BUILDERS @, Copyright 1995 Bay Village Builders, Inc. PLAN: cus-ro.il ~=:ICUS.tOME_=_IL:~-=-'=~:=:=- ~=u:_:_:: l ~ pillar lights ~ on solar switch (Y - -- '" \ \ -~ ~[~I~r/~r ,--( y / / wp at W-ft_ _ / \ 1 '\ ,) "- ~ '--o.~ \tJ j CEILING F A~ ~~ ~ PRE-WIRED '\ .~ .~ I ~ & \ fg J '~ I ~ 'J \ I r~ 't I ~ v I'~ P- ~ ~ ~ f~ ~ \l IJ:: G ~ ~ ~ @~ '= "L: ~ I~ \... ~~ ~~ pe1r unit LE'CE'ND: LIV!JVG 11 95 GARAGE' 28~ CO V. PJ-l TID 1 Lt~ / EjVTRY~ 2t ~-~- ~ ~,,:;;2i ~\-,"i'l"Q! ,; '" -r~,," ,"',A\'F,nc',~,:,.'. :',' : ^' 1'0 T' AL 1 651 [~",tl.:-.";"",,,':'r'r _ !,'...' ," . f ~~ .f-l _~~=-_--~:~:~~~~=~==:-- _~~-_~ ==_=_-=-~-=-~~~"L'~~~ ~=~:~~~,. DATE: 1 95 qD ----L== ~-~ 48~ x 48" I dome fluor- I escent I ight;ng ~ _ -.J dt ~ -- -- '- /" 1} " / ~EIlTNG FAN / / PRE-WIRED / / ~ } qJ) / I--~ f L _ _~ \ \ ;;0 I I I I <> . : -L_ \ \ =E- =~ _. ~3- .-::: _~~ pilhJr Iights~ '0h on solar M I '-= switch I I 3 '0 I '0 3 0 0 I'll :J J :J <b r+ I r+ (t I~ ~ (t ., -~ =-r ---- - L--J -- -1-=_ EL_EC~-Tf "V ,~ _~~~=::: ~ ::=_-u:_ -- ~.=_=---==~:..:=rAf211B'(S~.:..~'~ .u=_____~& .. - -2 ELECTRICAL LEGEND Q- LIGHT o SMOKE DET, J DOOR BELL CHIME $ RECEPTACLE $ \JALL S\JITCH () ~BA T~-~ EXt-iAUST FAN A P~~DNF PRE wIRE t T,V, PRE\JIRE @ RECES CAN FIXTURE 8 HANGI BALL FIXTURE SCALE: 1/4" == 1: I L-, \ i I 1 -,- --~ ~ -- ----, - --_._-=---- - -'.~~ .... -~. - -_._~~ - --~ ------- ~-~!SIIr. - --.-----~- -- ~ - A -.--_. -.--'~-~--- ---- __.~_. - --aa _____ --""'" - ---. -~--= - ------ .-:iIa ~~ - -- ~C:; I L VErR OAK-S VI_LIlA S 2 I --------- -------- --.- -,- ------ ---.-----1 WINDOW & DOOR SCHEDULE: WINDOWS: CODE WIDTH HEIGHT 18A 19 3/4" X 2()' 18B 19 3/4" X 38 3/11' 18C 19 3/4" X 50 5/11' 18D 19 3/4" X 5[/' 1BE 19 3/4" X 6:1' 18F 19 3/4 X 75 1/11' 24A 27 1/4" X 2()' 24B 27 1/4" X 38 3/11' 24C 27 1/4" X 50 5/11' 24D 27 1/4" X 5ri' 24E 27 1/4" X 6:1' 24F 27 1/1' X 75 1/[1' 3ZA 37 3/<(' X 26" 328 37 3/4" X 38 3/11' 32C 37 3/4" X 50 5/11' 32D 37 3/4" X 59" 32E 37 3/4" X 6:1' 32F 37 3/4' X 75 l/d' 46A 5'{' X 2ft' 46B 54" X 38 3/8" 46C 54" X 50 S/f1' 46D 54" X Sri' 46E 54" X 6:1' 46F 54" X 75 1/11' DOORS: CODE TYPE R.O. 1 2' Preh:ung 2'Z'X6'10" 2 2'4" Pre hung 2'()' X6'1(j' 3 2'()' Prehung Z'I1'X6'1(j' 4 2'11' Prehung Z'1rfX6'10" 5 2'1(j' Prehung 3'X6'lrf 6 3' Prehung 3'Z' X6'1(j' 10 1 'ft' Bifold 1 "1' X6' [I' 20 2' Bilold, 2'1"X6'9" 30 2'6" Bi/old Z''1' X6'9" 10 S' Bifold S'1" X6'g' 50 4' Bilold 4'1"X6'9" 60 5' Bi/old 5'1"X6'9" 70 6' Bilold 6'1"X6'9" 100 2' Pocket Per franle 200 2' Z' Pocket Per Iranle 300 2'4" Pocket Per fr(lme 400 2'ft' Pocket Per fm,m,e 500 2't1' Pocket Per frame 600 2'1 (j' Pocket Per frame 700 3' Pocket Per Irame SLIDING GLASS DOORS: CODE WIDTH HEIGHT 52A 61 3/4" X 80 3/4" 52B 61 3/4" X 94 3/1' 62A 73 3/4" X 80 3/'" 62B 78 3/4" X 94 3/4" 82A 97 3/4" X 80 3/4" 82B 97 3/4" X 94 3/4" POCKET SLIDERS: CODE WIDTH HEIGHT 311A 38 3/11' X 80 3/4" .'311B 38 3/8" X 96 3/4" 411A 50 3/11' X 80 3/4" 4118 50 3/(j' X 96 3/4" 511A 62 :1/fJ' X 80 :1/4" 511B 62 3/8" X 96 3/4" 621A 72 3/1' X 80 3/4 6218 72 3/4" X 96 3/4" 821A 96 3/4" X 80 3/4 821B 96 3/4" X 96 3/4" 1021A 120 3/1' X 80 3/4" 10218 120 3/4 X 96 8/(' 622 A 74 1/Z' X 80 3/4" 622B 74 1/Z' X 96 3/4" 822A 98 1/:t' X 80 3/1" 8228 98 1/~' X 96 3/4" 1022A 122 1/'Z' X 80 3/4" 10ZZB IZ2 1/7.' X 96 3/4" 9a1A 10'1' X 80 3/4" 931B 101' X 86 3/.(' 1231A 14:1' X 80 314" 123t8 14:J X 96 3/4" 1S.'3tA 17[1' X 80 3/4" 1531B 17fJ' X 96 3/4" 12.f.2A 143 1/Z' X 80 3/1' 1242B 143 1/:t' X 96 3/4" 1642A 191 '1It' X 80 314" 16428 191 1/Z' X 96 3/4" 2042A 239 1/Z' X 80 3/4" 20428 239 1/Z' X 96 3/4" l_ i Ll 6'4" X 63" hariz. slider _ _-=--=1-: ~ t: -1 6' 4" X 63" horiz. slider _==F==--E_ --~ 821A 821A l I ,p,- o o ..p,. o o --0 o 4 I ~ [ rn iFFlil L ~I~ _lJ ~rDi ~L!l Tlm x I ()) I OJ~ I I I 0- I I I --~-- I i A L- -,----~-----3 -- J I 11. I J t::_-=--=---=-_= - -==- I _4~___ r- ---t... -_ _____-.J - I I ------ 6 ' 4" X 63" I ~-------- horiz. slider O'l I I I ~ I ~ I 1.11 , I ~~~::.-=--==:e- '1: ;~-3.--l c__J_ 6' 4" X 63" L_____.____ horiz. slider ~I ~I I~ J~ x 0"> OJ~ 6 6 r:[J ~~ ~ll~~ I ........ ........ OJ o ~I r ~ '---1 L____~ '---1 L__-.J r--J -ll 1 / 4" SCALE: 1 [Q_J ~{Q] [9 o per'Ll/nit LE1GE1ND: L,lVING GARA GEl COV. PAi'ID E1jVT1R Y T10TJ1L DArrE: 1 ...., II i I L I , =r - ~----- -L~ Lr --- 9' X 7' gar. door ____..J DOOR & W NDOW SCHt~l)ULE I I __ __yJ. 7' gar. door _--.-J 119t 28: 14~ 2t 165J 95 BJ\Y VILLAGE B-UILDERS -.- - @ Copyr'ight 1995 Ba'y PLi\N: C1U511'Olv! - -.- - 9' X I / -i.};3S ~-~0C.t:;/ ~"~S\~'. (:~;-, 1;E'''''''.: ~\ '~:.,~-,f~~ ~ Village B'u'ilders, Inc. c'USrrOJ\;IER: .....:-;,.~~~-L~'..':': ':'i~'( _ }.,. r ~. ~:~ ':- : ~. ( , -,~, .. ~y ~-- - ~- ~ --... .- -.----~. - - -- - ADDRESS: TRUSS ANCHORAGE (SEE PLANS) I I [:- 1-: m m APPROVED MASONRY UNITS (TOP COURSE ONLY) (LINTEL BLOCK) wi #5 BAR(S) AS REQUIRED BY UPLIFT TABLE, CONTINUOUS AROUND PERIMETER WHERE TIE-BEAM EXISTS, FILLED WI CONCRETE. HIGH STRENGTH LINTELS BY CAST -CRETE. FILL ONLY IF LOAD EXCEEDS UNFILLED SAFE LOAD CAPACIN. (1) #5 q; BAR IN FILLED CELL, CONTINUOUS FROM THE BEAM TO FOOTING, PRECAST CONC. SILLS BY CAST -CRETE, r-- CONCRETE FOUNDATION I (SEE PLANS) II. I 1*11 t III L- Jil~' 11- ! II 1==1' =111- III III~W 1 1==11 1==1 1 1==1 1::- TYPICAL SECTION , , . \ , ':. ~ \ ~ I co iJ1 b I ~ ~ 10 I co I"") ~ I o ~ . o 1 ~ ~ . co I o ~ b 1 o N '-1- I <1> C,FECP FLORIDA ENGINEERED CONSTRUCTION PRODUCTS CORP, - ------_._---- EXECUTIVE Of-"FICE PHONE:(81.3)621-4641 :-~1r.,9Y:~;?! '~CUNr( PO.\D 579, ONE MILE NOPTH I)~- ! < ~. ~, '.0" '-i ,__ _=-.~~~_~_~~~ ~~'_~'___~'_~~h_~''''____~'~A_.'~h~"~~_~_~~~_~~'=~~_~~::._~~~.'~.S_~~~2~_~~~. ~'~<'-'~.~,~'::~~~L~:"'~_~~..L. 63'-4" 3' -8" 7' -0" 2'-10" 13'-10" 4'-4" 4'-4" 13'-10" 2'-10" 7' -0" 3'-8" ,- - r-- I 0 oj II b I I I co I I r LL liNTEL 'N/1-15 8M I FILL liNTEL W/1-#5 BAR 11/1-#5 i I FILL liNTEL BAR FILL LiNTEL W/'-#5 SrR 0 10\ \0\ I 0\ \01 0 10\ I' 10/ I 101 0 *909 #/FT *909 ,#/FT I '250 11FT -- -.956 I/FT .J56 11FT - ~- .250 11FT --11:. I .. OCJ :Xl Ul Ul :;: ::0 :;; I - - ~--. . - ,.... 0 0 - - . Indlcate5 ibs per linear foot copacity required by precost lintel to support dead and live loods. Ol I - - t G.c. NOTE: place filled cell under -:JII girder trusses -- . - ,..... 0 0 - f- <:n I . - - .. ... :Xl :0 l/'l Ul ;: , r--- - I ~ 11FT-\- .956 - Iln _J_ .:250 0250 11FT ..:.. .956' 11FT *956 #/FT. .956 #/FT, 0 101 / '1 . . 1'1 \ . I . ~- I ILL LINTEL W/1 -15 [3;\R F LL LINTEL N/l -/5 SAi , 'J'l I - - ,-- - - ,....- - - - ~- . - f- -fI B~ .HI II- ,.... r~- f- LJ ILJ LJ- 0- I en I , ! I .- I - 1 I I 1 I *250 #/FT. *25C, #/FT 0 I / . I / 0 -- _._----- -- I I 3'-4" 7' -0" 8'-'0 12'-8" , 2' -8" \ 8'-3" 7'-0" .3' - 4" '------- t- 19'-0" :2 5' - 4" I 19'-0" ,L ~ J 63' - 4" o I ~ . >:0 I o b I ~ 'co I o '-1- ! <1> \ --L l 11 t ~J) I \1J I"") '0 I o N ENGINEERED PRECAST PERIMETER BEA.M SYSTEM , 1 --- - -'-~'-"~- ......,--.-.....- '.~i,"'''':- /;_;;;,;;.,;t~ ,\ ' \ '. WORKSHEET FOR CALCULATING UPLIFT REQUIREMENTS CAST -CRETE PERIMETER BEAM SYSTEM 1. Wind Zone 100 MPH 2. Height above ground 0-15 feet *3. Wind load pressure 21.0 P.S.F. *4. Shape factor 1.0 5. One half of roof span 19.33 feet 6. Overhang 1,0 feet 7. Deadweight of roof and ceiling 12 P.S.F. A. Item 5 x item 4 x item .3 '106_p 1ft B. Item 6 x 1.50 x item .3 32 P 1ft C. Item 7 x total of 5 + 6 24,1- pitt REQUIRED UPLIFT LOAD (A + B 194 P.L.F. C) 'Based on 1993 revisIons to section 1205 of the Standard Building Code. UPLIFT TABLE ALLOWABLE UNIfORM UPLIfT LOAD - POUNDS PER UN. FT, ~ Sl'A(IHG 8 10 12 14 16 18 20 24 28 32 R(tHf, 1 - 115 7~9 ~07 370 288 234 191 171 1S7 116 103 GRADE 60 1 - 15 ~49 3n 271 @ 182 156 131 114 99 90 GRADE 40 2 - 15 1.309 859 615 467 372 306 259 198 161 137 GRADE 60 864' 703' 596' 2 - #5 959 635 459 GRADE 40 595 .. 488" 417 .. 353 284 237 203 159 132 115 Load Table Is Based On The Following Provisions '1 Loods shown include ....ight of filled Approved Masonry Unit. 2 rill Concrete =: f'c =: 2500 psi 0 28 d"ys. 3 Reinforcing St,,1 = ASTM AS15 - Grad. 60 or 40 os indlcoled. 4 R.inforclng is plac.d In the top of Appro....d t.j'Honry Unit wilh 1.\" cov.r. Soltom r.inforclng does not increase uplifl copocity based on single span conditio., between tie down poInts. 5) If interpretation of ACI Building Code allows \" co....r o....r reinforcing Inslead of 1 ~" Ih. uplift loads sl'iown in the lobi. can b. lncreastd os follo...s: 0) Grad. 60 Reinforcing 1) Sublrod S9 from fob:. ...alues ono:! mulllply resulting load by 1.16. 2) Then r.-add ~9 to value obtaln.d from prevIous step for new allowable l<plift load. b) Grode 40 Reinforcing 1) Sam. os grade 60 excep\ multiply by 1.14. 2) Some os grade 60. No increose is applicable for ...olues m<:Jrked with on · or ... See provision 7. 6) Span is measured In feet between tie down poinls consisting of 1 IS(mlnlmum) in tmed ....rticol blo(k cell. R.inforcing sholl be adequoJtely .mbt<lde<:l in footing an<:l .holl nove 0 standard 90' hook ot mid-depth or hIgher In beam. 7) In short spon conditions where 'pons occur eocn side of 0 tI. do..n poInt Ih. allowoble uplift 10.:lds ore IImlled by the lO<Jd capocify of the lie do"'n. Such load, are indleoted with an 0 for grade 60 r.lnforcing and with a .. for grad. 40 reInforcing. 8) Allowable uniform uplift load may be multiplied by 2.30 if g' ti.- beam oels composil.ry with a filled lintel. t ';0 I co iJ1 SAFE LOAD TABLE FOR CAST.-CRETE HIGH-STRENGTH PRECAST & PRESTRESSED U LINTELS SAFE lOAD - POUNDS PER LINEAR FOOT LENGTH UNFILLED 1 FILLED2 4' - 0" ( 48") Pr.cast 1,875 lb,. 6,408 Lb,. 4':- 6" ( 5-4") Precast 1.860 Lb,. 4,815 Lbs, 5'- 4" ( 64") Prtcost 1.743 lbs. 4,615 Lb,. 5'-10" ( 7<J') Preca,t 1,575 lbs. 3,7 44 Lbs. 6'- 6" ( 7~) Precast 1.565 Lbs. 3,260 Lb,. 7'- 6" ( 90") Precasl 1,550 Lb,. 2.887 Lbs. 9'- ." (112") Precost 1.025 Lbs. 1,747 Lb,. 10'- 6" (126") Precast 922 Lbs. 1.333 Lb,. 11'- 4" (136") Precast 800 lbs. 1,483 Lbs. 12'- 0" (144") Precast 750 Lbs. 1,304 Lbs. 13'- 4" (160") Precasl 651 Lb,. 1.018 Lb,. 14'- 0" (168") Precast 585 Lb,. 909 Lbs. 14'- g' (176") Prestress.d 563 Lbs. 1,341 Lb,. 15'- 4" (184") Prestressed 510 Lbs. 1.210 Lbs. 17'- ~' (20g') Prestressed 387 Lbs. 911 lbs. 19'- ." (232") Prestressed 289 Lbs. 823 Lbs. 'T."'. cO"l<Nctod by :In I,,<lofondo'" !..lln9 lobo.-otory. '.d;n9 c. 0 com""lft. b.o", with on ~ ptrlmolor b.om - on. ,5 I>or In It. lint... 0,.,. '5 b<Jl' In ttl. homo eo..~ "" !..ts tondutt~ by Wentr r. Rolth. ,.[. DWN BY: T .M. SILVER MODEL: PASCO COUNTY 2- -~ Ol\I(S VILL1\S DATE: 12-27-95 '" .,lA.C'('~~ fJ\ 1 \ lLL,\(.~E 13 Lf) F~S. -..d~";-','~""-.Ao..o...&~"'~"''''~''''''.A~-.:...;..a~:L'--__~'~.:a;:;...~__...&~.c.;,........,~~_........~...a... 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Ji; ; :W!~IE" " _3:'. ...... . ,-,"' ./" .,r- // / ~irni";,' / ~CtIO..j! " / ~ / / , / / i' "....~,~. ~<<~A~? ~t~' , El~YAtl~YA~E~ ~'-::t-;-'--~\'" t..J-/----l. - ~" -, - -.~OI" a ~ ~.. 11t1" t1AX -- - ~ (r<:>R 'f./IGGE:'<!:O ,_ , e:"OO<.IH:U 1/1" <1l~ _..J \ \ "=Ell~la DIAPI-'RAGH \ !h:fCOOl..f:.fN.41U - Y~IEQ, '---- ;'A'- 6IJ6.F~!A ~ t.lle,4 . ,. o,c. e.EE ~ tIJI ALlJ1. FA~tA TO fI'.,,' f~ II.IAlL F1..A"l , ~1"ll>>,J-f :k;>r1"1T 1;.1 PT HAilER / \ II:" Dlalll.tLl ----/ ,J./ " "-- ~. ~rl L~D \I' block IW t_""} COl...r, ~eAR P-Fi!CA.~l LINTEL eeAl1 OYttR ... HMot-IRT' Il!AlL 0Ft~, (~E'! ~cs.: .....r __' - ~;; '~rE~.I1 !oEC11(.....~ I~IC-At-.! N-lCI-.CA .tT EACU lRIJ!>":. 5f:e , A..J~~ !lblNE E.RltlG I!ACI~ /",ocn feR ~"'-'1:CIf'IC lR\.l6e. .4O!..DOou..h REOJIR, :1"lENt S f'1l)E~I.~9 ~1tlc6l~' , .:. ., /., r --~. f!><TE~IOQ. F'n-ll~ CUI! ttevATIGt-l" / / " . ".' ,; -. ", I'; l& ~r:k:; f1:lT . ';j ~. ..- ./ ,,/ ...-- 1!/)2' ,.-t llltl. !J.!AlI-lit-t~ h,~~" 1--1... l ~O. ~~~A lHI~ ,.~..- __ __~~!:.VA~~~~._ ~ ~EE E!..!Y,6 Tl~S , ..-4, , OR<'&. bt:t1lk~ l,-". )M=. O'.~. IIJIcb (J.'fo: J(jlf:jj~ ~C r ~:.~O I, ~ 0'.", 4 "- "'--- -"lu-t CRIt" r:~6 , " .... ", '~,- 2,~ !-.uB-F"~IA WI ,\L~, ~.\6(".f.i " " .... , ,-- Al\.t1lt-l.H !Xtl'H ~'cor'_H:'E !l,\a H,'\, ~.)O P~I o. ~ ,O:-U.1F.O C~h".IC'l:D FIll_ bJo ~ k ',Wi Ie" I!~!_ .".l~~/" ,~. , ~f ~ HN. CAPAcITY · ,~~ r-'1J: ~:r, t~__I: Ih~f~fc.~'.';=[~l~~J ~~I~t= I l=jJ I :. . ,:~::~,~~.sd" .~..- .;l~~ " ~ ' ! " PIC liNtEL /'.. ' _. - '. "'- 1_"" ~f ~aAR . ",,/, t.: .',' =.1_ :: ~~. L1~ EA LEo - eel: Not! NO 1 t.:..:.: __I~L 1.'9VERf,~f,.4R---- ',[_, ; I:. lNC.,RQUtED CELL ". L,~j " ~ 6' cd-lC, HM,l.N1T tQ-\J) -~ t~ ~ t , J 0FENl}~ ~R tl-U..N b'-t)" ~ NOte6, l !ACU JAMa d: OPE1Uh& TO ee PJ!ltr~I!D llAt~ t.., YERfCAL. ~ G~eo cELL ,. f1":t!CA&f LINTeL F~ OF'EN~ G~TER n-U.N 6'.~. TO ~AV1! "5- ~R e~ INTO J~.M eucti-t '" ~ ---- -- 'k- i AlLH. fRAMED \I.Ilt-JOOIlIlIJI ~:&EN _ (&U tN. ~ 00>>. /lI-C J nAOlf3'lENr 6a.t:O\.lUJ /--.- F1'1:C~r ca-.c ~llL OF'O< ~a W. H OP. fJfk. JO'~U' e.f.! F'lAl4 r~ $f'AGIl~ e.E1" Cl!tAIL e>llte.a rCR flASlEHltd l HAReL.1! ~T'ooL _ b., f'2f i'UR ~tRI"'\\ A-roO 74" O.C, , . 1>\. fi'1 I!Ae-e NAI\ tR ~ \ WOOD Ii f!' m ~ 111' ~ ~ & ~~L 101' ~!LHlG '''.JO !tAU P,', ~Ull: .~HD "'~ b'MlIS.lt4'O'C " COole "LLEO \I" E'locK_ UII 1-" C::.tH, ~es~ e.e.o<l, r"..oJC el..0CK .,r---" / ,~. R.& Jo.l'" (I. IN~. a~ n"-4TE:FtrcFt OF ~L.ock. tl'ALL.~ It?" a J fI, l3OA,RV rc XI I .~ - \ ...~ ~' ~. \... ~ .J t "'" CONe. &LAe '2~)(12' OR ''''"xl''' ca.lC. "'M, lI-llt FU.l '( ~teD- ,-- - -- ""} PILL Ut' ",. ~IO. uook ce-u I"'t-ANJ ", - .- e,,",,'6 COt-lC eLOC< . -.+ tVtJ.. MASoNRY LINtEL wooO 13M! ., D\1.L \1JI 1C>" StO. I-lOC+< (~el! Fl.ANJ , e)(t'!~IOR flNl!h (e.Ea elEvAtla.!1 eCALe. j/S" I I'.c" t""tc.&! '$Iv~ 'fCl~ I &V&. .' 'E~AI1lC 'IU FlCC If !:'ld '-'AI u, Ok! ~o" c, 1 U 014 H.C~" TO , ~11CU\&. ....IHTL 1\1, , AtlVIS c~J.H1l: IU. . , ~ + " '\ < ~ , . ' ~ ~ "... ~~ , , " { , ~~, .. ". ' 'TYft, 'MASONRY' ooLUMN' 'r · ~AAU t!.l11t0Q~ PI.AI-3 "~~'l ~.~ TYPiCAL I=T6. . .." t \ ,~eUNKl:N e~OUJE~- , 1lN~~""-'ut~Hl.D , ... . i. tt1I_....~.,.1<;t I' ~ -. " , . " '-_.a..._______..._-' '~; ~. \~ ~. ': . . -" , , -r ecAlI!. I~ . , . , " . , In" GYP. abAAv ,:":: ::~. .. .. ;/Iliff1/. . '1 X ~ 61tJcG AT' 16~O~ ~\;". ~.II BAli lNMATI~.r( r 2 x -l Wlb re ~a-.lt. : " [ccAOJO~r . t oio ~ et..Ai3 . ~ 1 ... -~-9~.. f - ~~ , .. -if-.... ... . ....t:~ -,' " ,'.' .,., ,0$' ~. <<. " '''~'''r ---..,- ~- .'':OI1t;/ill,t-IJa -' ~ ...-" " /'lilt 1<>0 psI' : _ _".. _"..;..-or O'tEA ~UTfQ ,:,' ,O/"..~,~ H.L ":wJ. \;)t'\') ll,o.t1 ~, ~Ar~U. ' ... :r .~ Z~, RF,eAA Ta) · 014 ~"'1R5 ~7 .~ .,.: ,.. , \ i gJt: '_I i.......1 !i r, _ \'.v ' ~I~ ~ .4" C~~"~Ae ~~ \ [.. t, It:! 3. ' 6)(~ lott.. ',A U},Wt": - ~ 1- /' ,~# -; '- .. - ~~'~. ,-,-,:Is:;. ". :: ,,. -;-~ ~L.~!,~_"!oP,,,,, "-AB'H , 'I',~l~:,:,'~ :'~~~':rl':; x ~ l' :: ~1"':':"'."~~'~"~~~~!~1 ~ , '1t!..!.! . T . ~ -fTTTP- I :,~t~ .<Cat,.-. .0. _ 't1fl~~~- l~llEill--: r--r eAR.Rll:.~, I , i-I I f ~:T. '-- )0 CO',.(R " .... . CoN::, r:'~o()~lt<<:. - '_~--- . _ Cll!AH ~ot-rACte~ Ii....' . .,. ~Q4t. · "Ol~~ t~AT~D ' '." . Fill - ." L'll.L It ~ )0" sro. Hook (e-I:& F1..J.NJ ",/ ~'8.el<l. CGtJC blOCK " ...... /.:.. . ;;..-- EXTtRIOR FlNlC4. (e.~f I:lfYAtloN6) ",,-)---...~ . .. - - ~ O!l.l.. \1JI , ~ ~t,).I-<<X~ f!>~" rt..tH~ " /h- I'J~),~ Ca-lG elcY,..I(. ' " ,/- - t<;xt': lOR flNl61~ ~...U f':l ~~~~OO~, , , , -.1/ .' '\ -" ~' " , " .;, .... ' . " .. , , tOP c.- ~~b -~+- -. .--4- TYPIcAL I=res, " . , . ~ """ .., ~ ~., Ca-Jc. tvoflN<:i UJI 2 :- as ~T. A t I arOftr A'Jo ~t 2 afCR-( -, ; , ,--;$ , '. t ,~.,..,. '- \ \ "~A~AGE. FIF1I:WALL' b~tAIL \ .... . . .J' . ..., . ~ 1< , ' ~Ali:t 3/.410 . I'.~~, A ERNATE MONO-t:'ooriNG .'. 1 TWO STORY WALL' . , /~'~-:--------;:'~E-';;;',:;';: , , ALTEFlNATE MoNo~FOOTING AT oNE STOflY,WALL ...-.-- ---- , " , . . . " ~LF, 3/.... , r.f/'I" '. . , , ... . 2,PL '( 1~6-~.......... -...... 1111 e.J4't~~ 61. " Wi'.. ,.,t. F-U ll.l'tCt , <:e:HItW ,,'eOU&At.C ." ' ..'(;()rIC.JElE ~f t ~ HI~~"~1 lli OHJllItUl1':O COh"...C1Er ~1U - l '1'." Ia/l() Ul1", '::-~- - - - ~ - - -.- - - -- '.'I<S - +-- :.- D~\ TYPICAL ~Tu.. I!....J t10NO. INf 6EARIHG -- 1x.4 9ruO el!A~It--lCt -- 11IAll AT 16" It',C , ' \ , t.. ' t,~l': r, ' l 't, ': . r 'I. ' , r' ,t. '" I . i , ) r ll~RE f! ell"'P5ON 'HMO t:!!;. ~F.' ~.l&& e~:a..EERlt$c1 FOR. 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