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BIN A-6 PERMIT 5503
~c)IL VEYR OAKS VILIJAS1 -2 12 ~ 5 I ..... F'iberglass Sh'ingles ~ r _ D [][] - [][] D DDDD DDDD 8' [] ~ DDDD DDDD [] - 1 [] DDDD DDDD -[] stucco [][] DDDD stucco DDDD - [][] stucco - - jl'RONT E1LE1VA TION . o lC ? - A &l.:' --........... ~- ~~ ~~ ~~ Fiberglass Shingles---"~ ~~ ~~ r- -- -- I I I I ~ ==, II I I II II II ,~ ~ stucco st'ucco 00. n- ..~ --.----.-- ..- 'f3~3S :(;I~a~/ ~"i. pe~r ctnit LEG..END: LIVING GflRA GP C10V EN~ 710 TJl DATE: : ;J '.-. ItE'AR ELEVA l~JON / PLANS REVIEWED DATE / -- & -Cf4 BUilDING DEPT. APPROVF~~ I" . / BAY VILLAG E . BUILDERS '6' yopyright 1995 Bay Village Builders, Inc. P' "iN: CUSTOM CUSTOMER: ADDRESS: ...~- IIl4 --...-, - - ~____~. -'-'~;::lIWM~ _. _ ,.'.~ -' '1- k... .ic_, ,., \t . ~ ".." .-.. -.-.-....----- ....... .... h.. -- --- .,~.-..or ~~ _..--. --~.-8:_~ , - on_;-"'~ I , l' -- - - -- ~_____.A ~~~__ --- __ 11& ---- --.- -- ,~ ~~-L~ ~._- ........- -- -~ ~-~ __ _ rl5;a1_ sal- -T.dIo_ - OAKS~ VILIJAS1 2 SIL VER fibergla.ss shingles L '- 12" o.h. L sl'ucco stucco stucco LE1_F'T ~S1IDE E'LE1VA TION ~ -~ -~~ ---- ~ fibergla.ss shingles ~ 12" o.h. ~ ~ I I stucco stucco stucco perf LE G Ell LIVI J CilE Ct( F ELEVA T'ION J~IGHT' SIDE' I , I I ' I BAY , VILLAGE , BUILDERS @ ~opyrig t 1995 Bay Village Bu'ilders, Inc. I I PL, !Nt CUGTOJYI CUSrrOMER: ~,..,..,.-' ..... ["'. r r r(~:') 1< ,"""I'L~c....,;. l:-_k= .~, -'\; " , ~.'-"e-t f~ ,', ~r,,",... / C!:f~~'~~ ':..,~,,:;o .," t"1,,.,.,,~~lC"Jlj;g:l' oi'. ".' ~ '" :'b 3)2'5T" / Wff:p~,ti~4 ~'.. . ... ._ .. ~.1t.' TH'O.: ~ ,--~: i) r[{2~.'iBVl C;'.:'.~~'j"~fY. tHAT ~ HfY~c:OM .~ lAcg"'i:T\.." . ~ r"'~li"Nl"O FOUND IT TO 8;: I:~ ., '~ L r:-~t\.c..:. _;.;.OJ'/;! ".. "' '..,~ 411r c"5 F.F'f""!': ~"l'I~,"D^"'Q 9UILD!"~1) OOu- ,. Cl. /,-c:;;.v vr~' n!.....i iji ~ ~ "~",",,N1 . t,I ~~ DAJ. ADDRESS: :a--'- -~ _____ .--~ ...h. -- ------.-- . ----- 1Ii1.~ l--.r-- _. -...-_. ~_ _"'"'-. L .... --~ - ~ _._~__ - 71~- ... -..JII - __ Z":iaO- _ ~ _ ___ .L- - "-2 ~- - -- :IIA:~~~.~-.J."_"-- .J."~ - ----,u- ~__.ll! -',~-~_ ~- :Er _.~_. . SIL .VEYR OA.KS1 VILLAS~ 2 T I I 1 I COVERED PA rIO l8' X 8' COVE'RE1D PATIO l8' )( 8' __J lv/AS1TER BEDROOlvf 1 3' 4" X 1 2' 4" 8' ceil. MASTE1R BEDROOM 1 3' 4" X 1 2' 4" 8' ceil. LIVING/DINING 17' )( 25' 4" vaulted ceil'ing LIVING/DINING 17' ~Y 25'4" vc!ulted ceiling A/ASTER i BA T/l ! MASTER BATH I I I o o ~:rH _:!/eil. -r- I fD -IF-M W~ FMrn I ~LW [(I TCE! E1N 1 2' X 1 0' 8" drop ceil. to acco'm'modate dome l'ighting [(I TC!fE1N 1 2' X 1 0' 8" drop ceil. to accomrnodate I.~ []JCiYhtiny rW\1 I rW\ fA 71 ~!V ~ ~I FOYER F10YER I I I I I I __L__ --r --F ll~ I I I I I I I I _J___ ~I ~I I~ I~ BEDROOlv/ #2 l t' LY t 2' 4" 8' ceU, BEDROOM #2 11' )( 1 2' 4" 8' ceU. I E1JVTRY E11VTR Y ~~=~ ~ ---=r---~E----~-= - I purr- dOwn. at!.i~ accejS j5iirC MWn, at!i~ acc~s COURTYARD COURTYARD GARAGE1 t 1 ' 8" X 2 1 ' GARA GE l l ' 8" ~Y 2 l ' SCALF: '1 / L~" 1 ' 0] o o o per- Linrit LEGEND: LIVIJVG GilRA G E CO v. ,Pl-l TIO ENTRY TO 1'i-1L D ArrE: 1 1195 282 145 26 1651 95 BAY VILILAG E I : BUJLDERS @ Copyrig t 1995 Bay Village Bll'ilders, Inc. PLAIN OUDTOJY/ CUSTOMER: \ ADDRESS: SIL VER I I ~ hb L_______ ___ ___ _] __________ -==--=L -- -- _ -= =1 -=-~-===--::::::::T r - - - - - - -4" - - - - - - - - - - - - - - - II I I I I I I I 4" con c . s I a b w / fib e r rn e s h I I concrete on .006 mil. visqueen I I over poisoned clean compacted I fill I'~ I I \E. 1 0' - 5" ~ I ~ \. ~ -.:J Il- ~ N I I;..<.!" I Q; ~I I ~ ~ ~ I I ~3 l~ ~ 1 Il~ 6 ~I 1\8\~ ~~ I I ~ o I I ~~ ~ ~ ~~ ~ ~I I~"" r (j) I i===-=============:J rn -1 b f-- 6' 6" -t: !:J ~ 0 I I I I 2 ' - 4" 2 ' - 4" ~~1(4" ~ ~~ It] ~f;E ~ ~ _ J 11114'- -- III ~: == == ==4~" ~~~f4\ '- . - - .- E~- - - RR '-4'i111 II ,L- ~ w- - - J~_ @ - - ! I II j I L - -=- - - - - - - ~ II --r I 4' 8" - - : : : I -. l J- "-4" I I I I ----- I I I I 36" hi 9 h I I I I~ walls I 21 '-10" I 21'-10" 1 22a;-f5' {g'.' J I II I I cJ 3'-4" - 0 Iii .1 I rl _ - b" 11 I at . ~ I f 2' , , '-4" - ;-- I II I III 1 I I II 19, I I I I I I I I I 1 I I hb I ~_~ ~_~ ~~ _ ~ ~~ _ -=-1D---~ ~~ JI hb - 25' - 4" -- I~ 31 '-4" alum. post installed by ----- r- I supplier per manufacturer's I - specifications I 13' -4" 8' hb J -b--------- 1 ---..-- I I I I I I I I I I I OAKS vrLLAS 2 63' -4" 18' - 8' -- 31 '-4" ---- ---I.~ ____n_' .---- alum, post inst'Jlled by supplier per manufacturer's specifications 18' I ~I ________J ,~ J ~ ~ .... J '~I N ~ ' ~ . \(\ .~ .~ ~ ~ f'J '1t -Q ',", J J- l"\ ,3 .1- ~ \1) V) Village B'uilde'rs, Inc. cUSrrONIER: 13'-2" 20' 4" cone. slab w / fiber mesh concrete on .006 mil. visqueen over poisoned clean compacted fill 11'-1"---- ==_ :J o.~ - := ::.:::: ::::: ~ =::.=:J CP '-11' 2'-6" == ==:J I I I I I I I I L__________ 20' --(' 22' 8" -- - -- -- ~ 1 4' - 4" 4' "-4" - r 7' L '1---- 36" high walls '- a'-~ "--4" ,'"' 19' . ,J-\...,~> S l~ll )lLvr bit'.] C.~~(- k}t.. ,l(. c.. e.- ') ') l b l~ ..s r (.., .r;t.. tf 0 L ~ · ~ ~' 3.1-96"-1 c r~ ~O =2'-1 ,tJJ .- - 6' 38' -8" 2'-6" - c-------,--- --- rn-l-- - o 0 L ~ 6' 5' 20'-7" 2 ' c.= == ~ 2'--6" 2 ' -- 6" - 11 ' 11 ' 13'-2" 1 6" I~--7 -=R' '~~ #152,)bor Q) EXTERIOR WALL FOOTER SCALE: 1/4" 7' 20' 1 2" ~=~H- ., 2 #5 '.00' 7' - ~- 1 2" @ · 1 #5 downrod refer to PBS layout for location per 'LLn1it LE1GE'ND: LIVING ..->,-:~3 \ GARAGE \. " CfGV. PA TIG -,c .' &:~. F 0 U N 0 A-r ION / 0 ~~r~i~i~~E,6i:~TTQi8k ~\ F:/l i3~'"~~~ ?E N TR Y 1- C"(:Jr'r~rrtJ'K - I - / 'll' ~ ~ TO li-1L :"'....',....,~,; - DArrE: 1 :2 115 28 1 LJ 19'- 165 t 95' - ADDRESS: '" --.-....-.- - .-...: - ----- -._- --'YU .-- 58' -8" BAY I I VILLAG E ! B-UILDERS @ICqPy'ri~ht 1995 Bay Village Bu'ilclers, Inc. PLAN: CUS1'OM C1JSTO!vIER: I : I -. ............ 1 3' - 4" 4' d ____4 - .A. -- --"-- - ".- - - - - S1IL .VEYR 6'-4"- 38' -8" I L - --- ~------ -T- --- - -~ 3'-8'~ _l--~_ ~~~~ 4' ---I~ I 20' T L OAKS~ 63' -4" ~ [-.. ------------ -n-----l - 18' 18' - V[LLA~S~ --- 4' - 1 0" - ~ 3' -8" .....- 4' -- I- 6' 4" --- - - 8' 8' 41__ 8 ' - 2" - I I'" -, 8'-2" ~ I I I I I [31;1: 4'-8" - 1J --'-_-c=_ ;.---~f __J I , 2'-8" --~,--~-[.-6~"--~~ r- " 7'--4" -~ L 1 2'-4 L ~ T 8' -8" I ~ I I I I - I I ' - -- _L_, 4' 8" ~ ~1 - n_______ -- - II ! ! I I 2' 8" I 1 - I ~ 7'-4" ~ 12'- " 3' - 8" 4' -10" --I 4' 4'" o u !'- I r1FMiD I LL~~~ .- 7' ~I I~ ~I I~ -L -L (I~ IOJ C5iJ, ~~ -- o o 1--' L__.J 1---1 L___.J 2' 2' 1 ~-4" -f 8' - 8" o o --_. .~- -.a~- -r2 38'-8'/ 3/ - 8" BLOCK =-~_._~:~= ._:~= .~~~ --= = .. .~~_=~_~~-_.~~-- .. lA[l5 R'ES S~. . r ': =~:==-~~ :~. ==--~ - -.: . . ._ ~~~ - - 2' - 2' I Jl__~ 9'-- 1 '- 4" 8" I.. - 9' 2' - 3'-4" - 2' -~ r- 25' -4" OMENS ..... __11 - -- -- ---~....~ ,...,JISIij' ..-. lo8.I -- ~-~- seA L E : 1 / 4" == 1 pe'r u1nit LE'GEND: LIVING GARAGE 119~ 28; 1 Lt~ 2~ 1'0 TAL 165 ~ DATE: 1 23 95 I I I 11=- SIL VE7R OAKS VII~LAS - .---. .---.--.. . .---...- ---. -~_.- .rr----- -. -- --.. . - -.- -- _n.. ._...__u u._ 1,3'-4" 10' -10" 12'-4" 2,91- ~fD I. LlL ~ !l-- 2'-4"1 ,3'-8" ~ l I I .__n-=:L~'::".3u u.::.~ 1.____ BAY VILLAG E BUILD ERS I T--. -- @ qOPYTight 1995 Bay Village B1lildeTs, Inc. ,i I PLl-\ : C'1USl'OM c'USrrONIER: o LQ I 17' 5'-4" /-w .3'-10" h I L ~I I~ ~I I~ 8'-8" 12' I[] ~ 1::U ~ I ~J ~ I ~ ~~~v H I 1/ I J ~ 1--' L__~ 21' L 7'-"( "" '" "" ) 5'-8" co~v / 0 3' 6' ,3' - 2" ~ [ 1 12'u4' 11 ' I I I ~ ----r---~ -r-----, __t== =t= ___...L. __ , _ __ I -- 1 7' - 10'-10" 13'-4" 12'-4" 7'-7" ,3'-10" J f 3' L 3'-2" fDl~ -L!J~ f 2'-2" 11 ' 12' 1----1 L__~ . ADDRE~SS: 8'-8" I I 12'-4" I 8'-10 I I I I r -.! -... --E--. ~~ J:.:---.=~ 2'-4" .3' - 8" ~ 21' tQ] [Q FF~AM N G 2 o M ENS SCALE: 1/4" == per unit LEGE'ND: LIVING 11 9 GARAGE1 28 CO V. Pl-l TIO 14 E1Nl'RY 2 1'01'i-1L 165 D Allc"-I7,@/9 5 @~ pillar li9hts@@Pillarlights@", on solar on solar '" - switch switch J per lLnit - LE1GEND: 3 t ~ 3 LIVING 1195 ~ [ i ~ E LEe T ReA L r) l_A [\J tu.LEON&i\SSOGIATIi2 GARAGE 282 ___ - J I ,,"*~~~}~;~~g cov. PATIO 149 . l' ; ~p.sle~'30624 8 2( Fe \)) ENT1 D Y B U I LD E RS H~I:?\tEl1 r;,E~'rIFY '''II' >-iA',f "fo, -v - f",: ~'_ -,,' ,'(; 1\ 25 . DESiGN ~'JO>"Ol,~'C T'~ 8[= IJ(:')I.,;F,', /II", ~,FC "J", @ ~opyrig~t 1995 Bay Village B'uilders, Inc. ~2D50f;~-,1.:5i,;""!CA,R['B!jll-OIMKOC~ - TO 1'AL 1 651 PLAN;CUBTOM CUSTO~~':~ ~_._~= : -~_ ~::.~._~: :::~~~:~--~~~_.~=~~:~~~=.=_~~. DATE: 1 95 I , ; I I I ~- _ 1.-c--__~r- I laiII!IiIIIMl! ~ -.. -. ----- - -- --- t . ....-- -- Uj -.---- --- --.,-- 1--- - -.. ~ .~ --- ~ S~_[L VER OAKS .VILLAS ,- ~l CEILZ FAN PRE-WIRED I I ~ I " -- Jr I / ~,/ /CEILlNG FAN I PRE-WIRED I I CEILI~ FAN PRE-WIRED I - @ / .' qJ)- ~ - ---.. -- - - ,/ (po " / ~ErUNG FAN ~ I / PRE-WIRED II ~ \ '" " . -~ CEILING F A~ PRE-WIRED \ \ \ ,/ ~ " CEILING f~ '" PRE - WIRED '" \ \\ ..; i: ~'~ .~ ;~ ~ I) ... € i ~ ':i 3 ,~ ...... ~ .i,: \l ,-.sj \.... '~ ~ .~ fl' \~ ~ ~ .J .~ ~- ~1 d1> o /-'-'0- I I 1a:@ @ EE~J "'" \---l I I I I <> .: \ ...... -.1_ -:- [- d--= ::~:r. -. (Y--" \ \ @-'lJr" rn~ /~~ . ~--( y 48~ ~ 48" I dome.'t'uor- I esc.;nt' lig~tfng " ~ - ~ \ qf0 f I I ij CEILING FAN PRE-WIRED / / / I \ I \ . \ 'ij CEILING FAN \ PRE-WIRED <<- I I I I : p <) 1 , 48" X 48" I dome fluor-I escent lighting L _ _} , IA7l \W , ~~ / II - -<)1 L__:J \ \ ~ r- i \ r;--, -c) \ L____~ I / ~ ~ ---- ~_ ~aIIlt ~~ ~-- '!!Do.. -- - -- iIIEWd .... 2 ELECTRICAL LEGEND -c) LIGHT SMOKE DETI DOOR BELL CHIlv1E RECEPTACLE wALL SwITCH BATH EX~~AUS-r FAN P~1DNE PREwIRE -rlVI PREwIRE RECESSED CAN FIXTURE 8 HANGING BALL FIXTURE o J @ $ C) ..t.. t (Q) SCALE: 1/4" == l' ~ I ~:- - -.-_~ .~- -- .--... ~---.-- ) I 'BAY I I VIL!LAC~ E I BUJL:DERS @ r/opyr'ig{tt 1995 Ba'y PLAN;: CtUlS'TOkf ..- Village Bllilde'rs, Irtc, CUS1'O NfER: - .... ---- - ~c)IL VEl? 6' 4" X 63" horiz, slider I- I I I ~ o o E --f-~ -~---- .- - ._- 6 ' 4" X 63" horiz, slider __ [i OJ x Q) OJ~ 0- '< -0 () (j) (j) c5J ~~ 6 \- l~ 01 821A l ~rn I ~ TV ~ a;* .t.... ___ -...- ~.. ---- OAKS ~- -.. - ---... ----~ - VILLAS1 T --.- ---~_._-- ---..------..- ~-_. --..- I J r.=---=::::J 821A 6' 4" X 63" horiz. slider ___=1--~ -L Ci)1 ~I I I I~ I~ -L I ~] ~ IV!) I rD -lFfl I wJ~1 ~. r~;o ( 4 L~ C5iJ ,---, L__~ L ,--, L___~ 9' X 7' gar. door L __-.J 9' X 7' gar. door i-\DDR:ESS: ---- -- ...." ~I ~ o o o ~ ~~iU - Q) -->. I I I I I I I I _ --, I.~-=-===r.:=-~=-= =r--- ___I -t==--==-t==__J-.- 6 ' 4" X 63" horiz. slider x OJ (") OJ OJ~ 0- {Q] [9 - --... - 2 DOOR & VV NDOW SCHEDULr- 'd..1Ii: ~....----- ~- -~ ..._-""". - - ~~.a .. ----_._~- -------, - - '--......----'- -.. .A per rLinil LEGEND: LIVING GARA G E' COV. PATIO E'NTRY T01'AL DA11E: 1 -.. /J;" --..-..-.-.-- _ ~-~' - ~ -.-;; -~.-- WINDOW &: DOOR SCHEDULE: WINDOWS: CODE WIDTH HEIGHT 18A 19 3/4' x fUr 18D 19 3/4" X 38 3/11' f8C f9 3/4' X 50 5/11' 18D 19 3/4" X 5r1' 18E 19 3/4" X 6:1' 18F f9 3/4" X 75 f/l1' 24A 27 1/4" X 2(f' 24B 27 1/4" X 38 3/11' 24C 27 f/4" X 50 5/11' 24D 27 1/4" X 5ri' 24E 27 1/4" X 6:1' 24F 27 1/4" X 75 1/l1' 32A 37 3/4" X 2(f' 32B 37 3/4" X 38 3/11' 32C 37 3/4" X 50 5/11' 32D 37 3/4" X 5ri' 32E -37 3/4" X 6:1' 32F 37 3/4' X 75 1/8' 46A 54" X 2(f' 46B 54" X 38 3/d' 46C 54" X 50 o/d' 46D 54" X 5r1' 46E 54" X 6:1' 46F 54" X 75 f/d' DOORS: CODE TYPE R.O, 1 2' Pre hung 2'2"X6'1tf 2 2'4' Pre hung Z'(f'X6'ftf 3 z'{f' Prehung Z'U'X6'1(j' 4 2'11' Prehung Z'10"X6'1tf 5 Z' f (j' Pre hung 3'X6'1 tf 6 3' Prehullg 3't' X6'1 0" 10 1'6" Bifold 1'7'X6'[/' 20 Z' Bifold Z'1" X6'ri' 30 ,2'{f' Bifold Z'7'X6'[/" 40 3' Bifold 3' f" X6'ri' 50 4' 8ifold 4'1"X6'rf' 60 5' Bifold 5'1"X6'rf' 70 6' 8ifold, 6'I"X6'rf' 100 Z' Pocket Per frame 200 2'2" Pocket Per frame 300 2'4" Pocket Per frame 400 Z'(f' Pocket Per frame 500 z'l1' Pocket Per frame 600 Z'1 d' Pocket Per fralruJ 700 3' Pocket Per frame SLIDINC CLASS DOORS: CODE WIDTH HEIGHT 5ZA 61 3/4" X 80 3/4" 528 81 3/1' X 94 3/4" 62A '73 3/4" X 80 3/4' 62B 73 3/1' X 94 3/4" 82A 9'7 3/4" X 80 3/4" 828 97 3/1' X 94 3/4" POCKET SLIDERS: CODE WIDTH HEICHT 311A 38 3/11' X 80 3/4" 311B 38 3/11' X 96 3/4" 411A 50 3/11' X 80 3/4' 4f f8 50 3/11' X 96 3/4" 511A 62 :1/11' X 80 :1/4" 511B 62 3/11 X 98 3/4" 621A 72 3/4" X 80 3/4" 621B 72 3/4" X 96 3/4" 821A 96 3/4" X 80 3/4" 82fB 96 3/1." X 96 3/4" 102fA 120 3/1' X 80 3/1' 102'8 120 :1/4' X 96 :1/4" 622 A 74 f/2" X 80 3/4" 6228 74 f/Z' X 96 3/4" 8.22A 98 1/Z' X 80 3/1' 8.228 98 IIZ' X 96 3/4" 102ZA. 122 1/2" X 80 3/4" 10228 122 1/Z' X 96 3/4" 931A 107" X 80 3/4" 93f8 107" X 96 3/4" 123fA 14:1' X 80 3/1' 123,B 14:1' X 96 3/4' 153fA 17[j X 80 3/4" 15318 17[j X 96 3/4' 1.242A 143 1/2" X 80 3/4" f2428 143 1/Z' X 96 3/4" f642A f91 fl:!' X 80 3/4' 16428 191 1/Z' X 96 3/4" Z042A 239 1/::' X 80 3/4' 20428 239 f/;;!' X 96 3/4" -----~~w--. -- --~ ~- ...:..... - ---.--.- SCALE: 1 / 4" '~ \ 1 119t 28::' 145 2t 1651 95 ". . ,..~:.- .... I l. ~. .-.- FO'f' a.u'I~ff.~D 1l0. l~$! AI ~~' ""r:. r--- - / ,--- ,- / "",I~ l>~SUL.111<<?~ IR.~/Z: Cf'T'OUL 2, f eloc:K~iC e. ,~>EF'E.D E' :l~EH I~ .!;~-E~ ff,~ tl~lt-~;:I'1:D Ub, l)o.1J$~ AT H' €Jt:.. r- ".I~ ''''~JLATtO~ 'R-:~" OPTI~~AL> _ ~ e..lO<: Kille. ~'/oU:j,tRED ~CTUtS' , Fo! ,'l!'E! ':'LU'''' r:;p,~ r:DGE: / / / / / r--- SEE ElF.;'l // / l:;cTln~5 ,//.' / / I~ '// '/ F--' r', "~"."-/. /// //-,. ~ - _., ,'/ ///r-- tk',C(~\ .x~)()~~~-~~/ / \ I' I' 1 I " ,,~Mt]:j ... r:::,-::l-~~- -=J-~I\ ~ J' ~"t \ ~~c'::~~~~E~D i / I [~~=--i' I-=~-I- \ \_- In' ~'t'PSll' _..J / ,. _ \ , ~='~':~',~:~~ I ~ -. - IvARIES \\ L_ =~ blU~~" · " ~c:, I :: -;EER~d\ 10 ,"-C'oo ,~ WAll I - ...' "--- / / - " ~A," ,,~' CRTll!.tlL ---- / II \ "\ \.._- F~.ECA~l liNTEL eEAl1 OyER HAsot-lRT ll!ALL CHlU, I !>E<: !>f"EC5,: ,.---- ,/ / / IIJRr~IC. ^~E: .\I,C~ cr:< ~ T E .f.CI I T PlJ"r, ~E 'F-1..i~5 PlJrtiEERillU EACIJ t'-,ccn FeR e.'1::C"F,C: lRtJ5~ ..OLDDOl-"c P:l::r.l'J'R "I-E'H 5 IL,~ 1c.:.IN'i NlC.'.CR .I,T EAcI. lR1JS! :,[<! ~~! tllC' INEERII.G !:Ac~ HOD'H rcq !,f"E;;IFIC ll"U!>~ I.lOlDDOJJ~ 'J 'JJ;"'~ 1f-I,T~ 'I~~A:: I ~s ~l-I~lUlE~ I~ lO ~lIti H:l Y . ~.~.:~~;'l.. ....,. / / / L"'-~~ " #~ '. ~~ ' , ILr,X:\-{'()'i{fnl~'<'. . f--2"'-~'--.f~'-/\' ~--~~ "-11~' ;i4'I' - ~ .] " , 1 t.':''' ""',6)( ----'-t- -- , -r ~'?j ~", f'l '" I re" ~ T A~.c.F "'1:'v : '. '. )11___---..1 ~\ !3LOCK Ill(; ) \.... I i /: -::1, ,--- "l " !r."GTP~L'1 -- '. Illr: ,I CEI'.lIr. ~ It.~>-u~a',~ I 'I "ARIE' ~<J CC'---LEr.! 14.l.IUi _,' I ~_:. --'--. CR ~Ile!>" . ,. oc. i- Ii ~EE QO~ r(' e - "'. H<Ot-'l l'.\LL /,~ _ti~_t..,'.I-l _ ' TeA" l'LA'f ,- .---- ....J , _ . '.h/ !>PJ1l5 :~",: ." .' \, ~'{r"f~<; E XTE"iCR F"'~15d ~. ~"E.l."l:'~::; .::"" I ", e.EE ~EC. ....11 C~ ."r fC~ ~CR I!AM)I.F ''',fl. ,. .>:", I I \f<Eau:RE~EIH'5 111 GH' Be't.?};> - -_u'-1.,y---...,.~ .....-. 1-<.t< I STUDS ..:,' '(, C'L eME ~Ot.D \ ..!'/ '. 18ii /.. R\{'''' "'""'Ie', 3:4 t.I'" R/ lEv Cl~";.{r,, '-. J~~ , - ) y. ~5olE: Ie CCW ..i\~_ _ \ /l h'df\ _. _ 1.1P\-"E_t ~LOf'.R .L~'E __ __ _ __, ,I ~~ '-\r--:--V- -1 ~:"'~f.1! t- --', / ~;. I '\ / ..""--," -If'l '-/ \ '-.,---- 5H CE~ 1 e~T D~ I er'E'< l1.€e tlt:' f L C'<' . 1 ,""J!>~E 5 - - .>(., '~6!J' ro~ erN'E C 1'0,-, ep !,;! n, JO,5H' ..::- . '\' I ./ -.. \TO'~ 0' O\J W\' L :;~~ ~~~~'~~'::J;:~'~c.:~ FA5Tfl~'~:;'-':\:C':ll-f1.:'. ':~ '.. -' - - '.- -- \'~,-t eo~c r'LlfD "\J' f'lOO< \, ~,.:.:. _ U,I !-"'7 C::'H, ~1:BA~ jrr': J II'. ()H~ 130~"'" .----'1'~ -; ': '..::: ,- "". / / , , FleE PC,I .....o,!'> ~""l6l ~ ~ .' I:, l!:=' ""O(~ It Y-i rt L T 1'0 I~]. '-1 1 'l(.t, :!'~ E A Hn.:;, ",n:i" M.lUC, !>~IE,l.I~lt~G F.:l E.'AlIO< ...A~'ES ~ - - -"_. -~ -------- ..~- ---~-.- -,1'1" n"=VATI,::,.f,~ ELEvATIoN VA~ E~ -Jr 101'" ,~ H.'.!<'" R" ~I.I"" CRP HXE --. :.,~ (\Up.~,L~'::!~ w ~\LLr"" ,-~~,..~',/ ~^" W6, F..l..SC!A w: ALlI1, "A~IA "--- ..:~U....""1It~.r'1 e<'.T'( .lll"lIl~f SGrT"J'T 1.1 PT I~AllER \ , , \ , "-- coJc. FilLED "LI'6lOCK UJi I. "5 Co...;T, ~:E BAr:< l.......'.. ..~\;. q. S .ALFOll p....f~, eN ,.(~ ~ll fRIOR Of' erlOC:K - n =-\]' :~ III/IL'.' -- -- " .I: -1 ' !".. Pf NAILER --.. '-, .r 1 ~ !.-' \. . J - IIk?OD 13M'=' -- -~' _ ,::; :: -. :: . , -- .t" c.o<c $LAB --:t'(o :: I -I, . ___ E;.-n,qIC'R FIIll5h I!EE ElE',IATIa<S) :-r \ :1' E (--- //;/ . Jff2'i' - ~ ....l ' 'i ~~ '_El.";,t:~.:.... ~~~~~~ilii~'l~lD; :f~ :~~'r~ - "EADER ""= (; t"1L. Vt.PCR J~Uj:I::I-IUl.-I::-.'-:flll.-:' l~ 1J1 II t--rlll- Cl~/N ca-rACTED BARR'ER .-::= I ../ T ] FOI~'I TRt;A1ED '-'-1 J 1'- ...'. " lL Fill COf<C, I'OOTlt lG -- - -T.'r--..;. f-f' ' '\ -:.J ..'. -= l q \I.IIl.o~CON1. --;' ,. j_ ,::.,m. 11 !:"~:"'~~III=-firf- . '. ~ ---,j. CO'vl:R .;.-' t'., a- /-'./ .,/ ---_.. -~-- ./ TYPICAL TWO gfORY 'N AL.L SECTION" I I Ii .4' / ::-r:~r ' t"'t.l'<DL..E ~rCOL U\ I \ :~, r'T r1Jr~ 'TRI~--\ \ AT ::4" o,c::, \ \ \ \ !d f'T e....!-E HAlt E~ -, \ ~ / WC'OO BA5E:"~",~ ~'I Jtj_~~'~11/,/ ~ .J~ ./-- E><TERiC"'" rll~l5W (~E ELEvATIO<!) 4" CCNC. e.LA8 \ 0 E // , t= r "!> DU.L. WI 6"L 'AI,,4 uJW.H"J I ; ,~I / .0' SID, 1-lOOK re>EE PlAN) " MIL VAP;'..JR ~'i ....' eAt-;."R ER ---I :1, ~-.-~~;-_ ~ .' I ~:r I __~~'~ l?'-~' ,_ _ ,_TOP 0: S:"Ae . __+ frl~_-:I7i~~~{fl__..i'II~~I:"I-' 'I'~! ------ ,.-.-- J.;EACER e{.OCK '111:-::111___1' L:l i I: [IJ"c :: d YTTsr -I I f= 111--111--' _ I 1:~III~l t;" -'IT-II': ,,-II' .......... ".<.~ . I-.~~'~F., '.". ==1 -.-.1 '- CLE.I,N CG-MP.3C1En CONe FOO"I~.lGr ~m' ..' ~:~.,f ..,...;: ;~ ~ f"OI~ lREATED ll'l ,. - s com, ~-ll~~:' h~..::r 13r-- If- FILL , I 'J-=III~'.4i~lJ; -: II=- --)' CQv1:R TYPicAL aNt:: STony W ALL SECTiON ALlN. f~Eb 'l~I~DOIlJ IlJI ~C.J;'EEIJ __ IME ~Fa ,.lOt>> DtG~, /~ _--- ~nACIIf:""~1 !C1.f:DLlI:~) ---- m 1-" II' ~ I~ ~~L , , / f'f":EC.v. T COI',C !'Ll f!He,,'f r-..oNC BLOCK ()J l~ IT! 'n <( l> ~ // / R.~ .ll-l r. CL 'N~, OJ 'N?ERICR OF ~Loel<. ll'ALL~ - ~- a.e.'& C~JC eLOC'~ ~ DI:.L. WI ,,,. ~lr.J, I-lOO< (SEE PlAN) T OF' Of' 51. AE' + // ~ ~r.,' /. -,.,' 1 : I :L1l: I ~~I. iHI' ./ /' ... co,,,. 5L~" .1 F: ~I 1!10 1/ \ ~ -' 1 ~ t / · ~ '~.4. WWF,.Lr! U)< <LE~~~~ ,~~ '<A" ~h- -'- -- -i-.. f' '. ". I :I ~"I~t[).\. ~c "'(~~';~~~I ~'I ~ ~ 1'-:: ;-t~l .:. . _~ ~14 .~. \' --.ll1-ijl ~ ll~I' . ",<,~? l]==[fr- _ (, MIL v~P(;~~ - l~n~~: Jr f BARRIE"" /' 1'-1' 1-- ~' '---)' C'O',1:R I'-A" CoN:::, r~Olltj(" -- ,----- - CLEAU COHrACll!!:' 11,' 1 ' ~ CCHT, r 01'XJ14 l~:EATED FILL -~, i' I J.-.. -f',] .~; 1- - . - -- .." D!1.L. W' i 'e' ST::>. l-JO<.~ (!E" n, tN: r ~, E!~~ . ~ : /' ,~- I',,~...,~ COJe eLO"-K -;2 - - /' , \'''-0' I /' .~ 6,." '-"/1..4 W,::)%; .r f ~I ~!J~. - ElE.Y ,,:~:/ 'De ~ .e." -~r- --L_L I --~. ~..t-.- ';'~"'\:~l"~'~~"'~'~"~";::::'~~ (' !X:~ ,rt;"l'- -- -- ". . .... J O' . .' . ;11:;:-,1 ..:. '. ~ .:,.:....'),: >l(~--=II ~ '11-1 .. ."..~ ' rn-~ J~,-_I .p... " ~ - "'HIL.<'APC~ ~--.: ~~Tt=' __yr - I - B^'.:R'E:R I I 'I: I -..~.T f- "~. L-__., )' CC....ER I I" ' CCHC FOOlH.- - i' '- CLEA" Cct1PAC1ED IlJI J . 'OJ> COfJl ,;./ FO'~OtJ l~E.f,"E? ,./ ",e. r'lL ~...---, , ". ~... --..It /.-- "> t.'IlL lU ..../ IC)' !ID. IlooK (e>I:E F'lJ.J-J) ~ e.~.:b COf<c BLOCK // /,-- EXTERIC;R F:t<l~. (!ofE ElfvA1ION!'t' J\k:rERNA TE MONO-FOOTING "Al TWO STOny WALL / q -- --,~- - -;::,;;; ;,:; .-;::;: ^LTERNAT~ MoNO-FOOTING AT ONE SlOBY WALL --------------- ~lF, .3/.t". r.Jt'" --1-1-'--~' I' 7 >< 4 SOLI: ~ CO',H, ~ ~ -..,-", '5f1.JO eE,,~I~.J6 \ ILll? IT 'b" e.c. . \~.r - ~~'::7-:.7 /:,Z--~l / ' FLOCR .JCl5T -. -- " ~.)' I - -~Ihf-'~'~ LFTA CR fiQUAl j' / ,/~-....--- --I__ ,/" --- ~-- ~ ./ 1]) ']:<.4 l~cNr, Tifu s S 'l--JO Hi r -rU P LiFT f::CCs N N E C - - : TYPE, .. 1m. LOS, ':- r10~~ -y'=1 . '!..i~ ,..,;'49~--:-ET~16. , '.F '... 749," ETA16," : , , ---:-_'-- ~ ----.-;-~374 -~A16-:~ .'./ r~- -~.-~-------- , ----5 - -,--;- b--~ - 86", ETAla> ~-...:,= '~~ f.-=- -=-~ .:..~:-:-98 ~-:--ETATij" . --1JT-'- :'G/,8[E~ ~E~'(1~ ~..:Gd~~~f~,;" __ ----:_~. -~;--:__,_~_ _~--:~ .. ..:;~~. . I -~E--'- --. "A-'- --214 ~~12.5 ::~ '" ~-- -:.... - - .fJ__~ .- 9J.~Q ..:.: Ef~?O ~~~1 :~' '; : '. '. ' . c '. ~27 ,'. ETA 12' : -.---- ----. -___ __~ _ _________ t J. . '. . .,... ---A- -(if,atE -~ENif"-. 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I -C' I ~af'&-ftI ! , , t~ lli.J n::t''''',:'q:',~h roR Wt" >o\" 'f"~ JN~, I. ,:lr-tL.. of-.J.ll E~ TI~,V~ ..4'-0' (2-":11 ~lW]GJRm , ~lL: I ~6~ __~" >f n:AN .I, '.c" , Of~lC.e, f3f.nkst ..l'.~- 1M;. 1)'-('\" IL'ir::t: (3.,,!,-. ~ LlI~ ~ filltill:GJ c J- i'=-~o _I, , e,.{f)o{ ,. ., _~~8".J~ ~ 1""1 N C.!.P/.c'P' 0 I!<''' Pl" J~"'I'" . ! 'II ~ i J \ I l I 1 ,I j 0 , . y '. l[J.TIl_~~L-:~J~--~:,..1' ~~&I.:Lr1 r 1 ,i . ~~- -- --- ) ~". - -[~. . f .J. 1."5 :It (~lED -~ / 11 I .-'J~- _~[ _.' PIC L~lEL , -- ILL-___l~ r- - I "- '."} P..tNT ~1:BAR ---./ I, J ~ .--.L_ _ I .~. Lo~ lOA LEe, . ofE IlOTE HO 1 t- _, __ D-- _IL:j-_- 1-""5 '/ERT. R1'OEAR --.-- -- -- [_~ J _I_ J~ IN C,ROUlED CELL 1 L_-:.. IT --rP -----.-_ eo" CO~C, /-'he ~:T rG-1Ll) ------------ I-j-- - LL -..A.",--L t 't - ....4..------; J---- OF~I~~_L~~R H~~_~~'-C" J ' NOIE&, t. EAc~ JA'-'!6 u:: CFe~~16e. TO eE P.EI1'TORCED U.I1H../ ,-~ vcRTC4 I~t Gf<OfJ1ED cl!LL. 2. f'1'i1:CMT LIt'BEL F"OR Cr-1:Nit~ c.r;;E.l.1ER Tq)~"l b'.",,, TO ~Av1: '5 ~R eARl} !tHO Jt~ AS e.........u-t ':")(12. C~ !"''')(!&' co./c, t"1A&. LJ-./IT RJLLr ~'~D-7 TYfl. MASoNRY LINtt=L SCALE, 3/e" . I'.,," .. \ \ ' .l.',4 v-ERf.' ~8A"~ ~ \ ~ TiE& ~ 12" oc.---~\ TYJi. MASONr:ty coLUMN SC,\LE: \" . I' .",. t.- 111- G-rp, BOARD r 111" G1P. BOARD eECtJ~ t='L.,\TE 1.lJ: :\ ' '1 X -i S1Ue5 AT :b"OC. In" x. e" "J" BOLTS R-II BAn INSULATION A r .4' -"'. O.C. IMeED, ~.. I\T I STORr ;2 >< A e-oU::: Ie Ca.JT, 6" AT 2 STORY , 'I CoLD JO!l'~T 13A5i:: MOlDNG -- I . '. bX~ I.~A~ UJlIJM:h I ~~ or ,,'.,,- fOP"" 5LA6 $_ ~" "-0' - CLEm COMP,~C1ED - ~'ol5ON T~A1t:D FILL cc:t-JC, rOOTING WI 2 - 's ~T. A T I STeRY AND AT 1 ~TCRY GAtlAGE t:IR1~iN ALL bET AIL 5CAL~, 3/4" . 1'.fZ)" , h I /' L- ,-r"..l 1p~'e.~-, ~1 " r , \ -'- r #. -''''~'~:~ IT~ f,.J..... , ;1 ;~r~ . 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OIHlCC~ 10 fo:;<l,M CJ./Ul, VjNH l1l.[ l.eafl~ c.(RAMle TU, 1- -- · 1 -", -4. ,/r-;~ ~--__-=-=-=___.. / I I----Y M.. u (!'!! FtQf.!{ PL"'~ ~ l E9 TYPICAL FTC1. - ----- -- 4 !~~~~~:~~;(~~~l>ER ~ .......... _... t'k.A 4' ':OIiC;"EIE t< A6 MN. ~o PSI O"EA'l<EATr.o CO,.,"')<:IEP H.L ..,~,. .,f't:llU1 ICjq [O.j.AU .r ~ HS "teAR lEi -6. C''i~''.L:''! _/ ED TYPICAL FTCsr "~')U!l.c:JI'OC'1tlll!o--.....l ,'cc..c ~I.Aa MI'I ;:SOOt' f'~ WHH to,. lC'/'IO Ht1 c~ f~C) O....EQ . Mr.... B,O\lE~~~' COM" AC 1 E C I ill -"" OUD E .,1 .__~ .(~f':_) Fa ~ ER ~Er T lot~ L #/ '\, e I ,...-. ...~ -f....."! . ~t"l'I LAW. ")C",* C...." J ' " r -- -'--- ----. .--. - J ~-- -- ------------- I"r eE4~,t;:; t' 1:J.l'.. f'.'.F-l4;E .lie: ~EC '...n~ ~'P(1~T~"'T.t ~ ...... J'(.u'o::.cE'ESI. , Hli./!::C '"~I _ "==-,f I c~l"~,;rA.~:' I I ~::':~~~:'LJ I I I )~t~} 1~ _ _ J_ _ _ ~~ _ _ _ _ _ . -- ? NI' 8Ti~.. . . 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WlJ.ld Zone~:-~jFH ) " 2. Ifell;jhl abo~""9roun'~_~r<1el./ /~/ ~~. Wind I09d'~pr.~sure~~p,S-t,( I '4~.. Shopv'acloc..~_ .. ~,:/,,, )l.EO",) Kall or. r,col. SPOrl?<:' " h.t " I ' , 6,. vedtanL-:~ fe~t'-' , 7. ead"'ef~~, o~.:~~i' and celllng~_p,s,r. A. lIern 5 x l1em :( ,~'-llem 3 __P IU O. IIem 6 x 1,5gfX'~lIeli",..3 __P/U C. Itern 7 ;JQtCll 0.' 5 t- 6 ___pIli IIEQU1RCD UPLIfT lOAD (A t 8 - C) ___P,L.f. -r-:'~I,;:'r, f! 2~~24 ,- :;c' n~,i\.T! HAVe RE'~' .~ ,.,,~:,); 'i'IC 'T '0 8EIN COMP.t: 'l , '," ~';r'l>g' d\~I.LDIr:i<7 GOCE.. 1 ':'--";'~~" ,"~T , ..r -... ~~ . f.- . . -, ~~ L.l..J _ '<i 2 -0( '-.J -1 <:::) ll. ~ <( ~ ~ a: 0 :J ~ ~ <D V 5. w 3 ~ a: <( ~ '1 o<J --: c:::> LLJ J . -;-:) rv ~ -t o :z: o ~ > w ~ M >- [Q :z: 3 <t ~ Q ~ <t, n ,"" - ,!- J '. .F a ::z: [Q ,Q .. w 1: -<( z :z: -<I --1 lL ill ~ o I ~" j J U. , ~, ~ ~ Q.. n.. .{ .- :t ~ O! >- Q.. <:) U 5~!EET NO, Drz- v.. G G {Q or- {p . III \0 OJ . (') OJ o U > 0:: '.JJ 1.1 '..J 0:: \11 f- J:: I.,) i >- a. o u J ...J < @ X of lL , ill U lL II o OJ " " n , m ~ m I I I' I i ~ > Q r Q.. , -<( . , ,. ~ Z :3 .q lY. o i, i ~' ,/2x4xI2" tllN. BLOCK NAILED--.-- ._\ OCIS5CRS TRUSe.ES TO EACU BLOCKH:::" '''',EMEER ~ - AT 24" OC, WI 2 . ''='o NAILS 1t4 EAC~.{ ME'f1EER , " ~ (2) 2x... TOf' F"'....A TE" 2x4 6lOCKilki - a'.f'" fROM' \. ",../ ../ 11' M~_.t eND WALL, ~_ (12" ~11N, CsYF;;$ CE;ILI~lU DIAPHRAGM NAIL AT ," o..c. 6d COOLER NAILS OR (I/(" Gues4 'I I I, I i. . ,'. I. . . .. . . . .... ' . . II' '~~--~'-'~""~'-~-""""~._--""'----""""""'~*""'-~_boo:--..."""",-..._,~-.-=--"'AO(_~'-"'.""""'.____&>-;".4I""'..~",,_:.o...._.A>IIo"_~""""''''''''~'''~''''''';~__,,'''',-'' .....r."""_.................."--,....._...'~_a-~~.,.__..~.....,,"'=.. .." .....""..;..."'.......AL........~'Uoi...- . .......~ ._~~~_............-'".--....<A~.""~~...>>wI;...<<IJ...........ro."'..,.,....'.~A__'_. ".~_~.. 'N'--.-U~.._""..........~~...,_u......",._".'......."_~~...................&;"t.............,....;w1II~_~...__....-'..I...",.a..... ' ! ~.",~~,!:i 4. ~ ~..~. ........,.."t,A ! ,,\ ..Btrrf-~..,'.,;._. ..,.~~,' , ,J:.~ i ~~. I I ../ ~'.10 " . . ,." ~........:,:.;,:f)...,~_c ) "" _...;.~,~1!k..__, ~--'---r---T- .,.-.-"-,-.-'---- --.--~-~.~- '---.-~-~------ -'~-'--, I TRUSS ANCHORAGE (SEE PLANS) I ~. I \. dJl IT] rA rM/- 1Jj [[] m I t= I l:: f- ... .' I I I. ~,- - --;;~.--------------, ~'----------'--- APPROVED MASONRY UNiTS (TOP COURSE ONLY) (LINTEL BLOCK) WI #5 BAR(S) .AS REOUIRED BY UPLIFT TABLE, CONTINUOUS AROUND PERIMETER WHERE TIE -BE/-\M EXISTS, FILLED WI CONCRETE HIGH S rRENGn~ LINTELS BY CAS T - CRETE F'ILL ON L ( !F LOAD EXCEEDS UNFILLED SAFE LOAD CAPACIN. (1) #r:, (/J BAR IN F:LLED CONTINUOUS FROM THE BEAM fO FOOTING CELL, PRECA.5T CONe. Slu.S BY CAST -CRETE. 1- I.-=ONCRETE ~OUNDAnON ! (SEE Pl{\NS) t ! ~------i TF: All II _3 =11' L_ ~!-"'- I -- I ,- 1':= --I' 1- __, ~111"-III:'::j-;-I_111 - - 1_1,_. I 1:=1 ! C'::I i 1==1 1:- TYPICAL SECTION fll I \.. --- L!~ e. --- #5 BAR(S) AS REOUIRED BY UPliFT TABLE, CONTINUOUS HIGH STRENGTH LINTELS BY CAST CRETE FILL TO FORM COMPOSITE BEAM (2) #5 BARS SECTION "A" (I) LOCATiONS iNDICATED ONLY) ! 5121L101 1 - -~'~~:r-- ~.~ --;."-~ .:::~"., ~~~.._.--------,,-:..;,..- ~..-----'... ,,~,'''.-",-.,,-~. "0 I ~.:t '0 I , C'-J t"') b I . en I , I 01 I I - 0) ~~c---- u___._______,______,___~ _I i 1 ::" 1 0" 7' - 0" I ------- --- -----I-------~---'--.-f I I-II I - #/FT t * 250 # /FT. ~,.- 8" ~ IJ ~/ ~ Jr~~ ~~I ( I t I .~. --~ ~ 53' -- 8" 11' -4" 10'-0" 9'-10" T I ---7{-- i , 1 , FILL LINTEL W/2-#5 BAR - I- I I -I I - I I 8 # '~T +:7 4 ,/, I, I I - *784 #/FT I-I *734 (.A *250 #/FT.-...--d60 #/FT ell:: n o "" _i- LL ........... ~~ o 11) -(',I - -1t _ ~-- BEARING WALL t * Indicates ibs per lir,eor fed capoc,ty required C:,V precast lintel to support ,jeod ''Jnd ii'ifE' loads =.J t G,( NOTE: ploc€ filled cell '.mde'" 0" girder trusses - . - :~ n Li~ BEARiNC.~ IvA'i , ~- I '------_.~ ~ 'ot r-r' , *250 #/FT --1-- -784 #/FT i ! ! ! I ! l'll 1'1 · ~i34 #/r'I"1 ; 784 # iFf ~~.54 #, F~ FILL Ur-...;T5L W 1_#'"'; BAR . I l' I' I " ~______~' - 2.._______~-) ~~~_J--.m--~-----12~-=- 2" --.----.~----;L--.-- __~i~ '~I_:_______ --J- _ __! _~- rJ"______L___ __ ,__ L-. _ _.'__,._._. ___. ... . _.. .., .-_... _ __. ...... _.' _..._ __. .'_ ... .. . .__ ,._ k 3'.::. 8.... __. _ _... __ _ _ _. . _ _'._ ,__ 1 I I a -.~~-.,._...."'''\.A<.,.; ''II:: '.J) '<t I""': * -7.,:: 4 #' 1FT -J_ . ~':::'(, ,I I - ....J_ I 1 #/FT I a e FiLL ,-t\nE~, 11',11-#'5 3AF - .. - - m _1.'3_- O"'_.m._ ...- -,._- i i 'm_____'__~__ - ___.u_ ------,-----,- ~------ --or -~,'--C"""""., ' i WORKSHEET FOR CALqULA TING UPLIFT REQUIREMEN rs I CAST -CRETE PERIM~TER BEAM SYSTEM - I - - ~ I 1, Wind Zo1e 100 MPH 2. Height afove ground · 3. Wind loar pressure · 4, Shape fqctor 1.0 5, One halfl of roof span 16,0 6. Overhan~ ,66 feet O . ht f f d '1' 12 P S F 7. eadwelg 0 roo an eel In~_ ' , , ! A, Item 5 x item 4 Ix item 3 B. Item 6 x 1,50 x litem 3 C, Item 7 x total ofl 5 + 6 REQUIRED UPLIFT L04D (A + B - C) tBased on 1993 revisIons t~ section 1205 of the Standard Building Coda. l 0-15 feet 21.0 P,S,F. feet 336 21 200 Pitt P 1ft P 1ft 157 P.L.F. UPLIFT TABLE ~-~r--r I I I ' I I I I 1--' ~,tt-OQ~'Ml srACa.G REiHf ' 14 ALLOWABL~ UNIF'ORM UPUFT LOAD - POUNDS PER UN. FT, 16 18 20 12 8 10 1 - 115 GRACE 60 1 - 115 GRACE 40 -- 2 - #5 GRADE 60 2 - IS GRADE 40 ::510 197 171 288 234 @ 759 507 i ').77 549 373 219 156 137 1309 864' 959 5')5 - 859 703' 635 488- ~15 -596' i 467 372 306 259 ,459 :417- 353 284 237 203 o I Load T a blel Is Based On The Following Provisions . (0 'jlO'JdS snown include w.lgnt of filled Appro,~ I.losonry Unit, 2 riil Concrete = t.c = 2500 psI @ 28 days. ! 3 Reinforcln9 St..1 = ASTl.l A615 - Grad_ 60 pr 40 os indlcot_d. 4 Reinforcing Is pl-:lced 'n the 'top of Approved: t.losonry Unit ",ith 1.~" cover, Bottom reinforcing dou no; increase uplift copocity bQsed on sIngle span condition betr"n tie down pOints. i 5) If interpretation of ACI Building COOe allows ! \" cover o\er reInforcing instead of 1'1" Ihe uplift loods :sno'Nn in tne toble con be increose<i os follows: ; 0) Grode 60 Reinforcln~ ! 1) Subtroct 59 from tob'e volues and n-Nltiply rU'..llting load by 1. 16. i 2) Then re-odd 5') to volue oblolned fr~m previOUS step for nelf allowoble vplift load. b) Grode 41) R.inforcing 1) Some os grode 60 exupl multlply by 1,14. 2) Some os grade 60. No incrtose 1s opplicobie for ~a'uts marked with on · or .., See provision 7. 6) Span is m.':JSured In fe.t between tie down points conslslln~ of 1 #5(minimum) In fill.d verticol block cell, Reinforclng sholl be odequo!_ly embedded in footing ond sholl hQ~e 0 standard 90' hock ot mj'J-depth or nigh.r In beom. 7) In snort 'pon conditions wnere 'pons occur eocn side of 0 tI. down point the ollolfable uplift 1004. or_ Ilmlt~ by the 10Qd copocity of the II. dONn, Such loads or. Indlcaled 'Nith on · for grade 60 reinforcing ond wiln 0 .. for grade 40 relnforcln'll. 8) Allowable uniform uplitt load moy be multlplled by 2.30 if ~ Ite- beam oct. composilely with 0 fille<i lintel. bl ,I I ~I I I I SAFE LO~D TABLE FOR CAST-CRETE I HIGH-STRENGTH PRECASTI & PRESTRESSED U LINTELS i ,--- - ~ ~----:::::~:.~-:-- 24 28 32 137 116 103 114 99 90 198 161 157 159 132 115 LENGTH SAFE LOAD -- POUNDS PER LINEAR FOOT UNFILLED 1 FILLED2 4'- 0" ( 4~) Precast 4'- 6" ( 54") Precast 5'- 4" ( 64") Precast 5'-10" ( 70") Precost 6'- 6" ( 7S") Prec-:lst r- 7'- 6" ( 90") Precast i I-=-' 9'- 4" (112") Precast _+-__ 'I 10'- o' (126") Prec-:lst ! L 11'- 4" (136") Precos! I ~ 12'- (1' (144") Precast tt=~ . :~:= ~~ :::~; ::::::: --k 14'- ~' (176') prestressed+- ~--- ~~: = ::: g~;~ ~ :~:::~::::~ -rr- ~ 19'- 4" - (2J2") Prestressed ; I L-....-..:. I ' 'T.&ta cooducl*d by on indltFrend..,,, "..tlng loborotpry. 2Atl:ng 01 0 to'tlp<-all. beom with on rr perlmelO<'I beo", - ono #5 bar In tI',. lIof.l, on. #5 bar In !h. bt<lm. Baud on ~..fl co"du<:tad by WO<'OIf r. RCIt~. PE. l . (.0 1,875 Lbs. 1,860 Lbs. 1,7 43 Lbs. 1,575 Lbs. 1 ,565 Lbs. , ,550 lbs, , ,025 Lb.. 922 lbs, 800 lbs. 750 lbs, 651 Lbs. 585 lbs, 563 lbs, 51 0 lbs. 387 lbs, 289 lbs. 1 F -t- I r I -' ! ...~ &FECP FLORIDA ENGINEERED CONSTRUCTION PRODUCTS CORP, EXECUTIVE OFFICE PHONE:(813)621-4641 COUNTY ROAD 579, ONE MILE NORTH OF 1-4 P.O, BOX 24567. TAMPA, FL 33623-4567 I OWN ~Y: T.M. , OATE:112-21-95 srr. rrfI 0 Wll\S (REV) MODEL: PASCO CHK~ OATE:(rjr1/tr 6,408 Lbs, 4.815 lbs. .,615 Lbs. 3,744 Lbs, 5,260 lbs, 2.M7 Lbs, 1,747 Lbs, 1,333 lbs, 1,483 lbs. 1,304 lbs, 1.018 Lbs, 909 Lbs. 1,341 Lbs. 1,210 Lbs. 911 Lbs, 8B Lbs, -- -- ENGINEERED PRECAST PERIMETER BEAM SYSTEM > / .}, CONTRACTOR: Bl\ Y VILT. :: ...5' 'Y> BLDRS ,.,;C ~-