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BIN A-3 PERMIT 5505
~c)IL VEJt OAKS VII~LA~S 2 ,.. Kf',RP FLOOR ELtvAnON 8" ABOVE ROAD CRf)'Vi; I . .. . ~ I 1"~, .'., . . . SMOKE DETECTORS SHAll BE ElECTRIC ! OWERED (AC) IN ALL NEW CONSTRUCTION Pt~FPA-1 01 & NFPA-74 LIFE SAFETY CODE. .....f;.'~..#....... .. :'.:' ~NTA'AcroRS OR OWNERS ~ OF YOUR SUa-CONTRAOTORS 'MUST BE REGtSTEAED WITH CJTY, r I] [] [] []~ 8' L [] stucco [][] c 12 5 I Fiberglass Shingles ~ ~~ ~.-' '. MPl Y w,m" :: AlL"tWOR\\' SH~Ll CO 51 ANOARO . PRE'Jf\\L\NG ~~~~~: ME CHAN\C;\l B\J\LD\~G. p~~o ti. t. c. ~ DDDD DDDD [ DDDD DDDD CJJqCJJCJJ DDJqD C DDDD stucco DDDD - stucco "'-- 12" a.h. 'gPRO'lED PR'NT REQU1REO ~.: ON JOB SITE U4. '1f€oM~tR~~,1:t> 1'1:::n.t s' tlr:'i.~.~Wf.."t~.~~t " ~, tU.1u".fWllfPVf1U\1.nnlt SUI1,~.n-.:, f~tte .fj~ Bldl ll\t\llt#:. f.lflUl1,l '_O~\\~.. F'RONT E'LE1VA TION t. pLA~tS R~Vfgwgf} 6~/tE .~g.-,?~. h_~"'h_""" 8UtLOING-OEPT. 'AP~RbVE[f~ ~~ ~ Fiberglass Sh'ingles ~~ ....... ~. .......-.............. ~~ ---...~ --... ~~~~---- ___==1-=- r- -- - -- I I I I I I ==, II II II II .-11- stucco stucco ADDltESS: , sn) i@S?i'JT?:J T:~,~,'. ~~ J'iViEV'IED 1'l-;~ P,ITN';::::0 E'N 71R Y , ,':!' "OIi'.I0 r"'o ,. '/:'!P' 'UIf"E '""'Y'_' "r,-' ~'1. .~:C>_,_;,:_:,__,::;,;""_,,~',',,, :.: j ,', ' ..; b~\v:;3"~0';';;..'::';_;__; ;1__>. '-~J'~ '-'"~ ,,-.':: "': .-"'ILA>iO BUll" ,008. TO 1'i-1L DAT'E: 1 / ~ perr cl/nit LEGE1VD: LIVING GJ1RA GE COV. Pi-1TIO 119. 28 RE'AR ELEVATION BAY VILLAG E BUILDERS .,yright 1995 Bcty Village Builders, Ir~c. CUS'-rOMER: ,J - - ..dll!l- I. --.. -a.. -- - 'II_____.~.T.....s. ---- ..~ ~_-..r. ;-.~... - - SIL VE'R ---.. ~ - -- OAKS stucco stucco BAY VILLAG E BUILDERS yright 1995 Bay Village Builders, lnc, : CUSTOM cusrrOMER: fiberglass shingles --- _..'~- -.- _.- ..-- .-- VI L _L_A s~ ~~-...-.. ...-_. - -- &.. -....-- -iI .......~ c --_.~ -_.~ _110- --_. --.-.....-. --. __..,...- "IiI. _ -__,~ __ _~ 2 L stucco 1-1E'F1 T' SID E E'!J};' V A 7-11 0 N stucco ~~ '~~ -----~ .............- ~~ ~ ~~ ~ ~~ fiberglass shi'ngles stucco RIGHT' SIDE ELEVATIO_N ADDRESS: stucco pe'r~ cinit LEGEND: LIVING G,ARAGE1 C10V. PATIO W5;=S'; U ~62" 8},-,,~ ~ ,- ~ "~"~"'~IL'C EAT71R Y [' ['.'-~"-'~-: r.~~"'i"'~; '"'~'i)'T I j- 'J,;~r~.t::l;. .t~_.,. _.... ,J,,~'7 ~",-,,'" I,,-'J,':'.,-~::~r"~ ,:-l..t, - -..\ --: ,,>P-;"'!':".j -, ,I', 'i, '" :.r5:C'il};OFOlJ~iD TTO 8. \.,PL1.,AH:o; Co;;, sl_" _. ] __ (L~'~S:~~ ":}:~ S-7'":i~\!D.A~qD BU!LD:. O'Df1___ , - T ' iL ,t 'l, ~ ., Gi . '- ,Di-\TE: 1 11 95 28:2 145 25 1651 95 - - -.--,.... ~ -- -- IIIIl ~......IIM_ -- -~ .~ 1Ill - -- ----- --~- - --- !l~-' .- _..> ~ - !a.... ---.- ~S1I_L VER r-------.--- I ---1 -- MAS'fTER BE'DROOj;/ 1 8' 4" )( 1 2' 4" 8' ceil. MASTER D F'OYER BEDROOM #2 1 l' LY 1 2' 4" 8' ce'il. J COURTYARD - o o BAY VILLAG E BUILDERS yright 1995 Bay Village B1lilders, Inc. : CUSTOM CUS110 J\;IER: OAKS COVERED PATIO 18' LY 8' ~-- -- - VILLAS -----------~--.--l COVERE1D PATIO 18' X 8' ___J - - [---- LIVING/DINING 1 7' X 25' 4" vaulted ceiling [] ~rn -1 ~L~- I KITCHE'N -.J 1 2' )( 1 0' 8" ~ I drop ceil. to ~I accomrnoclate dome lighting ~I r ~ II fW\ ~\ \.Jj) I'(!f) I I I I I I I I I U I E'NTR Y -- L -c=.:.:-=c.:-~--.-cr---- _._L I ~A -.---~--_==t= . j-l ~.---j I 1/ ---- ---- , L ------- I~ Ii) pulr (ww71 a~i~ a~cejS GARAGE' l 1 ' 8" X 2 1 ' LIVIJVG/DIJVING 17' X 25'4" vaulted ceiling rnl~ w~ [(lTC/fEN l 2' LY 1 0' a" dTOp ceil. to (tccomntodate dome lighting I 1_ ~ ~~- L-.- MAI.)TER BEDROOM 1 3' 4" X 1 2' 4" 8' ceil. (, },{ASTER BATH o IJU FOYER BE'DROOM #2 1 l' LY 1 2' 4" 8' ce'il. ENTRY l%]! putt dOtun ~i~ acc~s GARAGE' 1 1 ' 8" LY 2 1 ' ADDRESS: lL COURTYARD -,0 o - 2 ------ -. . ----- _::II!tII - -''-'-- - ---- -...--- SCALE: 1/4" per lLnit LEGE'ND: LIVING GARA GEl COV. PATIO ENTRY TOT'AL DATE: 1 -~ 1 : 119c 28::' 145 2c 1651 95 BAY VIlJLAG E BUILDERS r;f2"_Copyright 1995 Bay : CUSTOM Village B'uilders, Inc. CUSTOMER: SIL VER OAKS~ VII~LAS 2 ['-- - 63'-4" --- 3 1 ' - 4" - 3 1 ' - 4" N, tf) olum, post instotled by --- r---r-------------- ----.------.---~ ~ --------r----~ ------.. alum, post installed by supplier per manufacturer's I II supplier per manufacturer's specifications specifications I 18' 18' 8' ~ 8' II ~ hb Q) I I Q) hb f - ..t: - -= - ~ - ;:::. ,- - - - - - - - ~ - - - - - - -- J.-J L--=--r- - - - -. - - .- -1.. -1- - - ~ - -c- - - --- --- - --- -- - -- ] --=----=-~ I r - - - - - - - - - - -- - - - 4' - - - - - - - - l I r ~ - - - - - -4~ _ - - - - -- - - - - - - =- - - - l I I I I I I I I I I 'I I I I I 4" con c . s I a b w / fib e r me s h I 4" con c . s I a b w / fib e r me s h I I I concrete on ,006 mil. visqueen I concrete on .006 mil. visqueen I I I over poisoned clean compacted I over poisoned clean compacted I fill fill I I I .~ I I 1'_6" 11'-1" I ~--, 1~~~~6"_ I I ) '0 --- ~ )( .~ N I ~ \, ..;.1 I g I i 4 tj\ I :::u I 'j j \.::V \.( ~....... ~ I ~ .-v '1- ,\- r1 - 't) :::u I \S> $ ~ I ~ I:: 01 \h 1 ~ I ~ ~ ~ II x. ~ c:: - - - - - -- - _[;)--.11 - - - --- - -_= - = - - --rn -l - - - 11- -- - - fD i-i- - I o 0 L ~ 6' 6" -} t-- 6' 6" -C ~ 0 0 I 20'-7" I I I 2' - 6" - 2 ' I I I 1 1 ' I I 1 1 ' I I 13'-2" 2 ' - 4" I t I 2 ' - 4" I ~~ -4;- -~~~ [l ltJ w~~ ~ : I I. jl 11"4'-" ~ = = =~ = '- =_ iW9 - = -:=~= = = ~l~ '-4'illl II I LL r~~.-=--=- - =~-~ijl _ t IIII :;E@ C!!H I f'H 4'" -@ III! T 1 IlIL - -=-_-~- -=-.:; -- -- -- -3J ~ -- -- ~ 1: - -t ----: II -/ I II ~---- r-= ~F :- rj>- - - -- 4' ,,1 I 4' \.::V 14' -4" - 4'-8 ' I 4'-8' - I "-,"- L I : 1 : 1 r 1'-4" ~-- I I I I I ~ 36" hig h 7' 8' -8 I I I I 3 , 7' I I I 8'-'d -- 2' , 22' I 21 '-10" 21 '-10" I 22' 2' . i - 1'.4" 2'_ I b" I 81 I 2'~ 1'-4"-....- II I If II I I 19, II I I II II . I I I hb I ~- - -- ~. - - rJ _= - -~ - - -- ,c-J II hb T -- - - -- -z'- -- -- - -.-- - --- zu- - - -- ~--- . - 25' - 4" --- -------- 1 2" . fiu=fu. 2 #5 '.bo, 7 -r-1 ~ 1 2" @ · 1 #5 downrod refer to PBS layout for location 13'-4" --- , J 'd .~ ~ ~.* l~ ~ ~ '.j J' If) '.J ~I'Z) r~ J .;i".. . " 38'-8 .J:t 'X..\f\ 38' -8" r ~'C$- " t...u:J ~ fit:.t"" ~ . 1.\,\~T}\1-.l ~-I , S t-\.\I..-\.- ~(L A!-u;.s~\~U\.- 6.?L. ~ tioL~'1V 2'-6" 2'-6" -, == =:::=J c=: == 20'-1' 22' 8" 2'-6" 13'-2" 1 6" I[ /-=7 -fi' .~ *152'1bar Q) EXTERIOR WALL FOOTER 20' . . c~n(< Y;T.;~ ) ~[ '0 LEON 8, A..;....~""',;"-" 1="'') / '."";''-,''''('1 :> 1 I ell,",",""}"" ~. 20' 1 g' 19' ---- ADDRESS: seA L E : 1 / 4" 1 perr lLnrit LE'GE'ND,' LIVING GilR;l GE CO V. PJ111.10 E'N71R Y 7'0 l~L D l\rrE: 1 119 28, 14 2 165 95 F- 0 U N DATI 0 1\ / ~/ 1E.""';2.,.3002J, .. ! .:hn'," \~'.'~,'';'> i l,_J'~' '<:FV ~,;";- ,.J_,:'ii ~". " 1\'1~~' U~J[i . '.'" . Ih' j~!.: j lzes C~ Tt-~~ 8J;,~!C 3~\ilN' ot: ' I BAY BUILDERS C Copyright 1995 Ba'y '"2'.- , : CUSTOM S~I 1~ -VER r---. 1,3'-4" -- 18' 4' - _ 6'-4" - 3'-8" 4'-10" '"1 8 ' - 2" 3 8 ' - 8" o o OeD 58' -8" I : -1 L_ 3=-- --- 3'-8" -~ rt 6~ 4" --- I I I I I I _J_ . 4' -8" ---.-J 2' _ 8" ~-- - ~ 4' r--'-, L___J 1 ' 7'-4" - - - - r 12'- " 8' - 8" T 20' o 0 [ 2' - 2' r-- l' -4" - T~" l___ 2' - - Village Builders, Inc. CUS1'OMER: ... OAKS 63'-4" =t=- T- 9' 3' - 4" -- VILLAS1 --------------------l 18' -~ I 8' 8' l I L_ ~I I~ ~, l~ ~ L' ~Jj ~C5;) fD I~-n -L~~~ -~ '---I L__~ 4'-10"- I L 3'/'4" _J 4' - ~ -~~-- -1 / 4'-8" _ _L 2' -8" - I 1 ' ~ ]' 4" 1'1 I - --- 2'-4" 8' - 8" o 0: 2' 2' - I 8" I 9 -- r-- L_-t~ ~ ---1 r-- 25'-4" - 9' --ld ~ -~ -~~ ADDRESS: 1 ' - 4" - 38'-8" _~~~=--=J --- 6' -=4" . ---r-- r- - I- 3' -8" 4' r1 T -~ BLOC~K 2 OMENS ~ -- -- .- SCALE: 1/4" == l' per urnit LEGEND: LIVING GARilGE -""- .... I' ;--:- r"; ~~:'\_ A _,-; _~"l ~ ~ I [-cl-t:"':'- L-,"~-:'(~J~-~ t,j ,,'-?o':....- '- \'~ C10 V P 11'[0 O f\/j (~~r~~~8 _':~~;~i-.L '.:!- . . I \ w;~&)6"2~ ',BcUJ '0.]:1'0' EN TRY '. '-''''<~~'? c-~ 'r'\.4i\'T l ~...JA"\/;t:\ ;'0 -rr~:~ 11-'6"""'';:''-'''''' ".1",. ,C1.- '~''''lT'-'cFf'' ] c.~s.!6;,"'~O;:OU,!DiT;06E!t,: ~'II .l\iCc;""e;c-v;, TO 7:4L '[see (,,~ ''')~," S,. ~."If'NiD B\J!WiNGi ' __' '~~'--. ,.,~ " -. ~ · ~ DArrE: 1 [ G.E]~ ~_ 1195 282 149 " 25 1651 , 95 A S I 1) -VE-rl? OAKS1 VIIi_LAS 2 I I 11_ =t- -~~3 _J== ===E=:=~ I 17'- - 17'-- 13'-4" . 10'-10" 10'-10" 13'-4~ 12'-4" 12'-4" 5'-4~ .< 3'-10" .f-- 3'-10" L 7'-/ t CD 3' -1 o~ 1 0 0 cD 3' ~ 7'-6" 6' I I I I t GElID I 2'-2' o 0 f!:l-__ I 11 ' J ~I I~ 12' - 4~ ~I I~ 8'--8" '- 0" 12' ~ f 3' rn -l~ 2'-2" -L!L~ T I I I 8'-10 I 2'-4~ r- I _1 3'-8~ L I I ~ 1-- ~F-~ 3=~- _____J l LI 11 ' - 12'-4" 8'-8" --- 12' ------- [0 OJ -\_ ~~ I I I I I I L_ --===r- L----.E -_~_._=:=J--, r----- 2'-4~ 3'-8" L J --11A7l -----ll~ '--I L___J '--I L _ __ .J ~ seA L E : 1 / 4" == 1 21' 21 ' L()] [9 Q] ~-- lQ per 1-init LEGE1ND: LIVING GARA GEl co V, PA 7110 E1N11RY TOTAL Di-\TE: 1 11 9~ 28f 14~ 2~ 165 95 FRAM N G BAY VILLAGE BUILDERS @ Copyright 1995 Bcty Villctge Bu'ilders, Inc. ......" N: CUSTON/ CUS'I'OMER: O M E N S 0 N r@QN&ASSCC:ATFS _ '-. .' 0.LL;:;~cbr::.rl~. )3~3)2e JjT''S l__~- ~ ADDRESS: -... - BA'Y VILLAC~ E BUILDERS ~.Copyr"ight 1995 Bay ).J., N: CUSTOM ... --... ~... . ----v-~-.. ~ - .. ..&.....' - - -- >-''-- ....&! S1IL VER I I ~--~_.- F-~- . q}) ----- ,/' ~" CEILING F~ "'- PRE-WIRED '" '\ '\\ ~ I I QJ>0 f' I / 11 CEILING FAN pr~E- WIRED / / / I i ~----==r-' L_~-E::_ I~--==--1' I IJ <{ I I I I I I L /' / I I ,-Ar /CEILlNG FAN PRE - WIRED /---'0 / ( l[ $~rli I '~L~ "'-." \- - I pO I I ~ pillar lights ~- ~ M on solar M switch Village Bu'ilders, Inc. c'USrrOMER: 48" x 48" . I dome fluor-I escent lighting L _ 1rA71 -qr ~ \ r;---i 6>_ _ ~ \ / / .~ 3 () r+ (~ .., -0 o ~ ~ - OAKS IloIt/IIiJ. ....-..I:M". ~ - ----u.& -VI LLA ~S1 --rr--- -~--'-------------l CEILI~ FAN PRE-WIRED I '\ \ \ @ (y - -- " '\ \ IDI~~ W~~ ,---( I l_ I~ I I~ ~I ~ . E~I ~ I H __==1 qJl -F =L--~ --- - -.- ,/' {P "- / ~ErUNG FAN / / PRE-WIRED I / D y I \ I \ \ Q} CEILING FAN \ PRE--Wlf~ED ~ , I I I I I 0. : _1._ 48" X 48" I dome fluor- I escent lighting t- - ~ crt> 0.1> ~r I / i--:J I L _ _Qj \ \ ~ - TJL J I -0 3 ~ I ~ J J\DDRESS: \ \ ~=E~:- -3~ 3=-=-- ~ pillar IightsL~~ . M on solar M switch 2 ELECTR CAl_ -~ lIl..A;~-:w' '. -'- &;\ill. .-- PLAN - .....4 .........-- _.- -~ __-.a- - IIIItSl .b..... '&- -~--- CEILZ FAN I PRE-WIRED JI I I 'p Lwp \ _L dt> - "- .Jf1Pl qp~ft ~ / / \ / '" \J " -~ t ~~ I... ~ ~J ~ -..~ \~ ~J ,~ ~t 1 \? ~ ~ ~ , I ~~ ELEC1RICAL LEGEND Q- o J q}) $ ct ~ t @ 8 LIGHT SMOKE DET, DOOR BELL CHIME RECEPT ACLt~ wALL SwIl-CH BA T~~ EXHAlJS-r FAN PHONE PRE wIRE T,V, PREwIRE RECESSED CAN FIXTURE HANGING BALL FIXTURE ~.- - .adt ~ SCALE: 1/4" 1 ' I~ I.--:~ perr 11/nrit LE1GE1ND: LIVING 1195 GARilGE 282 C1QV. PATIO 149 E'N11R Y 25 . \~ TOll1L 165/ DArrE: 1 95 '" f ,'~ ;~ 1,.;,( '.. . . -:<:62A ~~ _.....l - ~ --..- _a!ZllL1IiI"- BAY VILLi-\GE B'UILDERS @ COPYTight 1995 Bay Pl~u\N: C1US1TONJ -- ~- Villa,ge B'uilders, Inc, c-usrro 1JIER: -- - ~ -~- -~ --, ~C:; j-L -V E R - _co__ - ---~ -~ - OA_KS vrLJ l~ A ~C:; ,--- .--- .-- __H_ - -- -. ----.--.. - -'--'- -'- ------- - -. .-. ---.--, - - - -'1-1-- I I I 6'4" X 6,)" I horiz. slider L c-- ------~-----F ==r----- - - - ~_____.r_=___=.~.===_=_-~- -:-~=-=_~~=~~_~-l___.__...___ _____ 821A ,. I ........ 821A I I I I j 6' 4" X 63" __ _ ____ __._ h 0 dz . slider, ____m__ f----------r=--=:=r- -- ___ ."_.__ _.__ ___~._:t~~~__-~.__-_~-_-:=-l_,___.. -, [ --- -----1 - ~ ----~ -....~.. 1---- --.I - ..p. o o o 4 ~--I ~ ~~ID I ~ w ~---- (j) I OJ I co~ I ~ I ~ I (f) I I I ll----c=_~--T-__- -:~:r-- _._1-_ -----1=-__l___-=:1-1 ----1 6' 4" X 63" I I horiz, slider I _J 1_ ..J x --' co o I~ ,--, L__.J L~0J ~ I ~~ 9' X 7' gar. door ..p. o o 0~-- t><() o I rlh I I J L I ~I I~ ~I I~ 6 I I I 4 r~ 11 ~1: ____ ~ : ~~ i~ ~I I L____ II ~_____J '--I L -- --- _J U-- ] rL I~~'---rl ~i~~ "- (j) x OJ co~ I I i I -t--=- ci: -,- -:3- :.-=~J I -6'4" X &3"- horiz. slider 0- < '0 o (f) (f) ~QJ I I [Q -... ~--' ~ ,,-- "", :Jooad_"'~ ~ _,"_ 2 DOOR & W NDOW SCHEDlJLE l-=-J g-' - X 7' gar. door "'r ADDltESS: -.,- .... -0- .Ill WINDOW &: DOOR SCHEDULE: WINDOWS: CODE WIDTH HEICHT 18A 19 3/4' x :ut 18B 19 3/4" X 38 3/tI' 18C 19 3/4" X 50 5/tI' 18D 19 3/1' X Sri' 18E 19 3/l' X 6:1' 18F 19 3/4' X 75 l/lI' 24A 27 1/4" X 2ff' 24B :n I 14" X 38 31t1' 24C 27 1/4" X 50 5/ff 24D 27 1/4" X Sri' 24E 27 1/4" X 6:1' 24F 27 1/4" X 75 1 Ill' 32A 37 3/4" X 2ff' 328 37 3/4" X 38 3/ff 32C 37 3/4" X 50 5/d' .'32D 37 3/4" X sri' 32E 37 3/4" X 6:1' 32F 37 3/4' X 75 lid' 46A 54' X 2ff' 46B 54" X 38 3/d' 46C 54" X 50 5/f1' 46D 54" X 5fJ' 46h.' 54" X 6:1' 46F 54" X 75 1/d' DOORS: CODE TYPE R. O. 1 2' Pre hung 2'Z'X6'f(f 2 2'4" Pnhu.ng 2'6"X6'1{J' 3 2'f:/' Prehu.ng 2'd'X6'1d' 4 2'f1' Prehu.ng 2' 1{J' X6'1{J' 5 2'1{J' Prehu.ng 3'X6'1d' B 3' Prehung 3'.:;( X6'10" 10 1'(1' Bi/old I '7"X6'9" 20 2' Bi/old 2'I"X6'[j' 30 2'tr 8ilold 2'1'X6'rJ' 40 3' Bilold 3'1"X6'rI' 50 4' Bifold 4'I"X6'9" 60 5' BiJold 5'1"X6'fJ' 70 6' Bilold 6' I" X6'9" 100 2' Pocket Per frame 200 2':;( Pocket Per frame 300 2'4" Pocket Per frame 400 2'f:/' Pocket Per fram€ 500 2'tI' Pocket Per frame 600 2'1{J' Pocket Per frame 700 3' Pocket Per frame SLIDING CLASS DOORS: CODE WIDTH HEIGHT 52A 61 3/4" X 80 3/4" 52B 61 3/4' X 94 3/4' 62A 73 3/4" X 80 3/4" 628 73 3/4" X 94 3/4" 82.1 97 3/4' X 80 3/4" 828 97 3/4" X 94 3/4" POCKET SLIDERS: CODE WIDTH HEIGHT 311.1 38 .'J/f1' X 80 3/4" 311B 38 3/f1' X 96 3/4" 411A 50 3/f1' X 80 3/4' 411B 50 3//1' X 96 3/'" 511.1 62 J/f1' X 80 3/4" 5118 62 3/f1' X 96 3/4" 621A 72 3/1' X 80 3/4' 621B 72 3/4" X 96 3/'" 821A 96 3/4" X 80 3/4" 821B 96 3/4" X 96 3/4" 1021A 120 3/4" X 80 3/'" 10218 120 3/4" X 96 3/'" 622 A 74 1/Z' X 80 3/4" 6228 74 1/Z' X 96 3/4" 822.1 98 1/:t' X 80 3/4" 822B 98 II;!' X 96 3/4" 10.22.1 122 1/Z' X 80 :3/4" 1022B 122 1/t' X 96 3/4" 931A 107'" X 80 3/4" 931B 101' X 96 3/4" 1231A 14:5 X 80 3/4" 1231B 143" X 96 3/4" 1531A 17rf X 80 3/4" 15318 17fJ' X 96 3/4" 1242A 143 1/2" X 803/4' 12428 143 1/Z' X 96 3/4" 1642A 191 1/g' X 80 3/4" 1642B 191 1/It' X 96 3/4" 2042A 239 1/Z' X 80 3/4" 20428 239 1/t' X 96 3/4" t~J)o tEON 8" ~,SSOC:,~S'=o ). MGt"iI~6Ct:rr.1 ~. d. :'i~;~S ~.v_. "'~' ' / ..' W::';), '<'H?' . ~;c:;Ii"" ~,?;');!::(:, .' ~.A.A.d~ 1iIf'.i!~Vl'f~r---" ,~~ ..tI.6 Wi""" __ H"..~._.- SC~ALE : 1 / 4" -~.. 1 ' perr LLnit LE1GEND: LIVIJVG GjlJ~1-1 GE COV. PilT'IO E'NT R Y TOTAL DA 11E: 1 1195 28/2 145 25 1651 95 I Y--'" [d.' ~" ,~.! p:. i;' F' ( . r ,-'_':j,4'-~ I I.;' ,---~,. ~ -i--"- -- I. , \ 1-. . I I i f I i . l i I, l ! I .1 I. I ~ ~ ,- t, . .--......... .' I " , t; L,t ~. ;: fl i.< ~ - . ; I I, " ,. ; ,< '~ . I ~ ~ , I L, , ' ~ . . . ," ~.:.. C.: r f.:;;~' (~ ! ~ ^' f, ' ~ .. ' t ~ .. ..' r " I::,., . . r"',: Ii; t~, , . ,~~ r : t i-; , . ., , - L. " .' ',,' .f ;'.l,S~ ~Y )JZ'f~ ~"-..Jt_:" r'a:. ; I _./ .. . ~ r--- - ,// /--- - ./ / For l:u..lNt:HtcD !lV. IHJS! .AI ;~. I!.c,.'.. /.'.13 IH~;u.,~ t la:-l.l R. !eC~ TIOU.L . 2.. I e loc:KlI iC $ A6GEPE.n E' ~T~Et4 I" ...'IN!5 .,. / /-- / 1l;~~IC.N'...e: NJCI-C~ to t E ACII 1 PU!:o~, ~,cE 'Jq;~S E'l:;IIIEERII~ EACI~ r-,OC'1'l i'CR ~'-1::C'I',G 1RU5~ .JOLCDO\Ltoo ~':ltJ:R "r-1fl~1 ~ "IBI, PGI..\.;!; ~~I! 16L!' ~ ,- / "" ,~. "'-...., ""~ .- . // ""~~ ., ~ ' / ,. /.J:(hX~-(X:)(;:/~~;>.. : f..t.,,;,),\:;c~-~jF~~, ~~. t" -. -- ..~~r~~~~;i;:E_~-___-_.~ :~~~'"~~~~;;.~ --/-r'" ~.:':Il~"1_~ "" '. ~oc.KltlC:I \ I /' ~- -,- '" , \ fl. , <'. 4 ,I I 'l 1ft' (';, "~tl1 -- \ -: CEII,N~ ~ IA~"'U~GI"\ ,,/ 1- t' vARIES ~sJCOOlER NAIL!'. - j -- ,- -, 'C~ "'H)~-4 . 1. OC. "'~.~ II ':EE ROry: r(' /!l .0' FRGM 'J'ALl / '\ f"1...\!-J. I - f- _. ,-r- 1("'r"LA'~ -.-----' '?- ',hI $i"JI)5 {f ~r,\: '......~r,..' f~\- !;X1ER.ICR F'l-4'5IJ (.~ 51'EAqji~l('. i" '~EE !:>EC. ylI Cf' S' Ecr, FOR 'J~~'." \,I,Et /- \MOOU:REMEtHS I".<~'TP BC'....~ --_.-)' --~i- ~l-' ),.(,1 ~ruDS Ar'6 o.c" !MH: r-OLDt, ,.",:.~, : __ R-~~1T nl'XJlATIO'. \ I / ~, 3/4' i.t"i, RJ leD c~ ,('; -_, I , - J x (Olr ~ C:OIH : .-:=- _~ <:J. ~~ \ _. 'Jf"i"1:, '~.LOf:.R !-'~~E _, _ _ ~ .. IT -I '-illif~~ ! t- -- , ) \.. /"',\' f;T -i\ '..,--- !l:E DET' 1 e~H DA OF.El<lLEem.Ho.' lI''-'US~E~-~ '~.'- \ rORC(~;EC1IG~'~, CF' T 'I Fl JO'~TC. "" I \ . . . - -, - ~ ~.. ..-, /' - . ror-> 0' Q-tJ W,\LL e-l:E' F'lAH r~. '!>f',\CII4'i =0.:':-:::'. ......::= [J' - -- - - , -- ~F CEfA'L ~Jle.1S FCR FA~IflJ"16 ", I :~;' \. f \,' '.' ~\...... CO~C tiLLED '\.I' f>.LOO< " ""........ '. u,/ I."'; C~H, f'':E8AR . ;r:r ~[!;::'/l !-ECT'n.,~ ,. .' / ./ --~. - - / , / / r ,.//. 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I : l~ . _L, "'" ~ E>tlEG'IQR FINI~h (!EE ElE'....AlIO.~) - t/ =i I ;..'-- r~ .' I ~ . I ,,#' q~_.~ ... .L.::_EL<~~"~- . . ~rrll~~iiii~'I~J;j~'h i~1~rr~ - WEACER BL=< 6 t"11. '~M3()f;! J~LIJ:I-IIW'I::':IIII=," ~ 1J1 II t--rlll-- clE/N ca-rACiED BARRIER -- - I ,"', .,. ] F'O,!Ot-.1R!;4IED - .-- '/. - '--111'- ". .. lL ' Fill ~~~~r --' It.~ f( ;; ~~~.J,.- .- . -l=:f~ q " :;fli--l' !=:I t 1.::..11 Ffll , ,/ "~ -- - ,9' CO\-l:R )' /'-a" .f.. ./ --- _.. . --- ..;.' /"v TYPICAL TWO 9ibRY . ; WAL.L SECTIOJ't /#,~' //' ~..;; II'" a, ~ eo.!.R1) I r, ' +-ffi --I ffl ~ I~ 12 lLl "3 Dll.L. WI 1,,' ~10. I-iOCK (!-EE FlA1V ,r--' / 1l;t'IUN": AI-lCI-+CR i,T !;Ac:I~ 1RLl5! !.Et! ~~~ Elt:: II..EERII4 ~ACH HOD~l ,<:q ~F1:( :lflC 11"'\l~~ I-lOl.DD01N 'J 'JJ'",'.!:. l:=;l.i~ "I~~P.I::' ~s !-,I-'II16l~ ~ i~ lo ~~~ fl'.l T I a t/ .--- t-HJ C':.f'/.cITY . IU" PLF -8' I ; ~-,.T I \ 1 . I i~-: ~ t 1- -ILc-I\-J _~_L~~TJ=L . . Jl- _~[ .r- _ I .'=-"=-_-::f:*_~ -- -:- - - -~ -:....- .-:~--e..rxI f]-J-1. 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F-001Ur _, I .,F "-- ClEA', CGt'!PAC1ED l1V ~ . "!o co~, ,:/" FOI~4 l~,,"~e':) ..f ",a. rILL y....,L- , .Ii AkTERNA 1E MONO-FOOTING J(l TWO STORY WALL /-.-----------;:~E ;;~:-._,::;: + .-+ J-iOLDOWN DEl'AIL f) 2nd FLO()r:~ l"rrERIOR BEARING WALL _ SUPPOR1-If'4G ROOF FRAMING /---- //-,. h>~," K'T up, ~~lEA 1I-~1/4Cs EU,vAIIa--l VAR, e:~ -1 eCAL~: 3/8" . "-,," .\\ . -l~'4 v'e~r. r;fBA"! - '\ ~ f;E~ . U" OC.---_~ TYJi. MASON~Y ooLUMN !r- 111" GYP. BOARD IF- 111" GYP. ~ARO 5ECU~ PLATE l.IJ: ... '1 X --t 51Ve5 AT !b"O.c. 111" v 8. "J" t:20LT5 :-\ " '-' R-Il B'AH tN5ULATION Ar J'-0" or: !MeED: ~~ ^T I STORr /2 x .4 &oL!; Ie CCNT. b' AT 2 $TORY , /' I CoLD JOINT a ASE MolDI~k; --j I 6)(6 1..411...4 WllJl1. / ~L '.I "'-fZ)" ~ ~,. "-0" - cLEIJ-4 Cot1PAC1ED ----- t=-'OI5ON l~Alt:D FILL 5C,\LE: ,- . 1'.fZ)" iOP c.= ~~~ F~OCR JOIST --_/ I -h-__L_ ( ]) '} :< 4 1 r::; -- 2x4 5T\)D e[!ARi~-lCs --- IlJALL AT ~6' CZ'.C fo1" C~ HA!!Ot-R" ~l (1-" Crt P ~ ['>(! 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SID, ~ (!>EE PLAN) " MIL VAPOR , /' eAI';:R:ER -- :i' -.+ , 111=-=111==111=~111: ~ru-~ : d IITS. r -111= 1":-:-111- '1' I::_-:I"~l K, , .', ...... --:'ll=:l'.,;.... ~ ',' ~ .',..'.. I -J I!-'r '----....- Cll!....N CO-1P~iEn co~~c, fOOCTI~-lGo':m: ~.~. ;-:'74.....;: :U~- L ~ FOI~a--l IR!:A1ED ~I 1- . ~ com, 111:1~~I~I"I~~' "T~I/.:::rI""I~ l=:tLr-1 f~ f- FIlL r: ;;:~~__T '7' -- )~ COYl!R ~-- TYPicAL oN~ sto~Y W ALL SECTIoN R-~ .At" 'L IN~. u~ IN.ERICR: OF ~Locl< U-'ALL~ I i 1:1. 1.1:1' ::rf - , /-- "!> t..'U.L IlJ. t ~ ~ ~ . ,./,/. 'c. ~IO, 1\001< nl:E f''t..l.1V ~I~ ~JJ ,- --- ~ e.L'.!& COlC BLOCK .4" CCNc. !!-LAB 1 f ~ N.~' /' ,/- EXTERiOR ~rl",,*. (~EE ElfYA110~~5' ~~!lU~//' ... '~:. ".wJ- ~\~' It I /~ mv~;:c~_ ''''' G< "'" gO'- -~.~'lc-i____;..... .,~ ': I~ I :I -~- -... . <....~ ~(J , -, I-~~-- <:' . ( . ',', I' x' l' ~' ;,'. '-- 0" _ ;-, " -, ..: '.'. :".. .., ; ill 11' i .::: " 'r :.. -,~ ~- ---:-! , '1j~1 ',(>,<..,? W==PT- "Hll Y~PCf<~'- l~TE~ '__Jr--l-' 13~R'R'Er. / 11'-, f 1-- ~ c-)" CQ'rl!R "..4 " cou;:, r,;o'"l(. -- '----- - CLE^,~ COHrAC1E~ ~" , - ~ ceNT, ,. 01e.ot~ 1~':EATED FILL r G^~AGE FI~EW ALL bET AIL 5CALE: 3/.4" 1'.fZ)" ~ / /" L:~ 7.r-~~ 'T lP~'6~,~ " 1 - ~ \ ..........f t::. ALTERNATE MoNO-FOOTING AT ONE STORY WALL --.. --~ ----- ~lF. 3/4' . ".Ii"'. Tnuss' r-jOitTr-r' UPLTfTf:-CONNEC_~ : lYPE, I '40. Las F ',.' TloN - C '=) !..i_ _ ~~~~-:-E!~16 . , 'F '... 749 .., ETA16.-' : ./ , , -- c- -;-374 ~ETA16--:- I r~--~ :,:::-~-. .~;- ._ ?: -:----0' - -,--;- b-~:- 86 ,;. ETA16-;" . . ~-. c:- -- . "':-:-98 ~~ETA16".' ~-._- ------- -_.'-- - ~._. . . t . .' .... '. . -: :.' ~ ..;.~.~ ". -:0,-- :-Gl\eU~~ -END\' ~ ~5Nr::-:- ~.-~~' ~';'-:--.~-- -~--:~ .~...;rr:----;-:-' . ~-E--- --- -A--- - - 274. ~~q2.5;~ .., ~-~~~~+ - - -g- .- --~c;rg~~,,' ~rir~~l'::' ~ ----- .--., ---~ ---- - ---.---- .' _'~--z_~ __,~ __ ~.~_ ~~.-~.:.. A , Gt,aLE' . 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H' oc.. /;:r-------____ llCJ, &TUO . \6' oc. TYPICAL TRUSS-TO-STU() INS-r ALLA liON \ CANTELIVER GABLE END WALL. OPTION A 5CALE: .314' . I'-It" ;]/lX4" ~Lor-~lt..JU to 48" o/c~, , G A~L l? z :i ~ ~ -1-- ~ h~!l:Jf IlAl m:J~ t I ~ \ -r.;:::, r;~ )os tI J.R L:.1J W 'c-/lT.1~OI1 fla 10 L.C'ilfl. FO~ID ~OLO "Ct1lI (MIN. REQUIREMENTS) &cALE: .314" " "-,,- ilL II BRAe ,4 TT AC~ED WI 1l2>d NAILS ;t 4" Ole. llFICAl SECTION oc...\! E I I v;,> If "I'_~' :- I~ ,re ,,' t~a, (:~. \,.,/ 5'./! vI) POST DETAIL , MOHOU1HIC FOUIW~,11CU ........-. --~...., -'- In" GTP. BOARD . 2:.<4 S IUD BEARiNG' WALL AT 16" 0C. . In" Gyp, BOARD eECURE FLA TE UJI In" x 8" "J".BOLT5 ~ AT 4'-"" OC. IMBED: !;" AT I eTCRY 6M AT 2 srcRY 13ME HOLDING _ r- 6~~ e.PI (!TAG.C.EM:D) 6)(Q !A/JA UJ.wM. ! / / 1] . ~ : ,.,...~.; '~.~... .,. ......~...,..,..; ;...:J'... ..... - . ' JJ." ---. . . ..... .. .0 ., .,. _ 0:) --rTI'" '. -0 . ,', . '; ", ' " ' III~~ .,,, o. -, f' II rrT= . ~ttiffit -. . ~~:1~ '1 - I II 6 NIL. VAPCR . II '1,111 ~~I=-I' . BARRIER -I I I . '-. CLEAN Ca-of .d,C1ED ~EE PLAN ~~~WN,.iREnED FeR DIM. . .' ~ . hl'iCll Wf rJ..llt'>-0'4 ~[ /.........~ ~. '~ /1 / / ,'r." . . ~INUL..= ilL.. U BRACING D5T AIL ~ - ,.. ......... ~- Ia....~- .... --~&M ~---~ au f~ ~ ~-~ L.'~~ L"'~I~ ...... t.I"1 ~............. C C.f"lla ir-......... ',eJM~~ >>.'. - <<: E f'\..A'-<& FOflt Aa, I'QOQJ:~& ---.......... ~ - R-lI 6,~TT INeuLATI~' /- 2 X ~ SOLE Ie C~T. TYPICAL FILLED CELL '), <:J ::-~/>? I [J'...-.-' t.. .......... . . . . . .. --".............-:-.: ............. .", . 1.YP. H4 OR SP1 INST ALLA TION SCALE: 3/4" . I'."" 1.YP. ~iOLDOWN INS.r ALLA liON SCALE: I" . "-". SCALE; In" " "-".. lU.?CD STUD ~ FOUI'~DATION .wQB1';~lJHJ ' rOH CALCULAfIt~~,upllfT REQVIRP.1nHS , CAST -CRETE . PE.~IMf;ER 8~AM SYSTEM \, . ' I. Wind Zone_-.1~!(~;PIl I r,.,\ 2. lIeighl aboyr-gr.olJnlt-E-15 _rul/ /'" t~. WInd logli' prtssur&~Lpy · f.,: Shopytoclor~~ ~~ ~. 0) ~all or rcof span ;},.."". rul 6, ver~n9--~ le~~"" 7. ead.... -g"hl of roor and ceJllng~_p.S,f. .r..... ~ .... 5 )( lIem .. ,~iem 3 6 )( I.SO.,,li'''lleli,03 7 x lalal of 5 + 6 /' I![QU1RED UHlfT lO,AO (A +' 8 -. C) A. lIern O. lIem C. lI.m PIli __Pili ---Pili .' S~AB FOOTING UNDER fNTERIOR WOOl) STUD BEARING WALL DETAiL h,eL LEON 8~ ASSO~uroE8\ mCI,;~eGtflm~ '!anmno t:0J31't r~f<O"I \lie 'lc:ft~2~ IT 38624 ( ;,'7.. i'" T!.IA'f n HAVE iRE'J'k 'l 11 ~ 'f "'~I~~c(!;~;n"'T ~o'13EjN GOMPl\. it \'n1 I,' L....:.: ~ c-,"~ siC-:![:4.f1C ,~! ,11 riNG cor;~;o , . , . c- ...:.....^-,-_.~..~-~---_.."._.~-,----~~~--~-~._---~-,~-_.~.~.-..<~_...~-_...~..^... ..~,..,.~..~tt.~,~_~_.___~______~~__.....,~_.._^____.____.~._,"-,--,-~-_."..~tt~~\}t"~' ~ ,:..~ ... . }. ,. . , ..;:'.'~~~;!'1'~' ," , > p~~ h:l:jt~~~ .' ~ ,'~..' ," .'. ~ .;.:'" ~ ~ ' r. .' '" ""'/If.' ," :~','?\. ~.;: ,~"';v..:,,!~'~-:j:~~: ,::-.j. ~ (,".?'''":;.,(,;;:......t.~'a., "~,.. ~ :'.,:~'~'''':i~,'~::.~-''",- ~ 'ir~ ~i~~r: ",'~'" ',,"",~ "':.,~ J \ '~~J, Jo ~ , :.i>;~:~(~:i~ ,,', eCALE: 3/4" . 1'-"" .. I . IS ROD -----. 6x6 1.411A UJWM. ' PATIO/PORCH DETAIL ___p.L.r. -~-~...,V'- ~.r' ~......'<:-.~-r.~-..- 1:""'"#_~....~~:.. ".J r7-t'~'r ,.(":':'" . .' . -- -. ~~ ' .., 'l.. , .:_., " .. z 00 wf: xu uw ~ I') I:.x ~,.. \l.I~ ~UJ ~~w 5:E8 woo ll:Ou l~z ~ ~U~ ;to:> -aU) 1-"'0 ~t:~ ~~o ffi~~ u~w >-~~ ll:Izu. ~Qo Wli1\i) xwft _0... (J) -1 <[ ~- LI-l o LlJ L <( z ~ Ll! L () l- ($) =.J U .~,'\Ii.~~~~~'~~ I' ~~l .~ " tb ~z 1-- Z <( z -< ~ .J ~Q \.../' -<r~~ ~ a: 0 :) j! ___ f- lJ1 c::::> U ;;. L..LJ w I I- >- . I ~ -:; u ; r-v (( 0( ~ 'l c~ f-. 8 -t a z: o <is >: w ~ >- III z: :) <t ~ n ~ ~. 0- a :z: III ..Q ~, '. UJ r: -<{ z z <{ -l {L 5~!EET NO, 0'2- V- a a ill or- {(J ~ ~ f' ~. VJ " ,~ J ',' 11 . . VJ ~., m ~ g ~ Q.. n.. ~ ... :1: ~ ~ t () u ~ o w > a: !.LI \1\ ...., cc ..1 ... ... ~ cc >- 0.. o U ..J ~ q: @ UJ ~ o I X <f 11 " w U 11 11 o m f' f' Wl , lD U) 01 , rJ !D I I , I I i , I I I ! I , ! I I I ~ i > I Q I f i ~ ; I : i .. ~ Z :3 <t lY- o ~' ~................. ,/ / I / .I TRUSS ANCHORAGE (SEE PLANS) m m [: 63'-4" 3'-8" 7' -0" 2'-10" 13'-10" 4' - 4" 4' - 4" 1 3' - 1 0" 2'-10" 7'-0" 3'-8" APPROVED MASONRY UNITS (TOP COURSE ONLY) (LINTEL BLOCK) wi #5 BAR(S) AS REQUIRED BY UPLlFf TABLE, CONTINUOUS AROUND PERIMETER WHERE TIE-BEAM EXISTS, FILLED wi CONCRETE. --r -- - r ~~-- ---- f T I ~r - ::-= , I I I \ "0 I , ,'0 ! , ! r LL UNTELN /1 - #5 BAF FilL LINTEl W/l-#5 BAR I Fill liNTEL N/1-#5 BAR I ILL liNTEL '1'1/1-#5 8)R 0 10' '01 10 '01 0 1-' 10 101 I 01 0 .909 #/FT. .909 #/FT -250 11FT -- ~-956 I/FT ")56 11FT' - - .250 11FT 41: 'It. ro ro Ii) Ii) :; 7.'0 :; I b ~ I ~ ~ ~ I- ~ 0 - . Indicates Ibs. per linear foot capacity required by precast lintel to support dead and live loads (.Jl I - 10 oc, ~ I I t G,c. NOTE: Co 0 1"1 ~ ploce fdled cell under all girder trusses I- 0 I- - 0 0 - 0> I .- - 0 0 I ~ ~ ..110 ,... ro ':C Ii) Ii) ; IL :; I- 0250 I/FT, -- -.956 11FT 0 '956 I;FT-- -.250 11FT I- *956 #/FT J. *956 # 1FT, 0 '0' , 0 I - 0 101 I-I 0 I ILL LINTEL W/l -IS 8) ~ F LL LINTEL N/l-15 BAF t Ol I . ~ ~ . - ,..... >-- co I _. '- -- 0 ~ f-; l- t 0 , (:) -fI B. 8 11-- N - 1-;- -. -LJ I- Lj- (y, , ,- '"", ~ I I a, I I I I .250 #/FT. *250 #/FT I - I , . I I - I , --r-- I ------L-------- I 3'-4" 7'-0" -L 8'-8" L 12'-8" 12'-8" 8'-8" 7'-0" 1 3'-4" - __~_ 0-_- __. --~ ~---+- 19'-c)" 25'-4" 19'-0" -----_._~~_.~ ~-~- ---~---~._---~ ---,~-- ,--~~- - -- - =r 63' -.4" ------~--~-~'-'-'~~_.~---'--,~-~----,---,- ----'-_. ,,-- -- --+ -- -~------,--~~- HIGH STRENGTH LINTELS 8Y CAST -CRETE. FILL ONLY IF LOAD EXCEEDS UNFILLED SAFE LOAD CAPACITY. (1) #5 </; BAR IN FILLED CELL, CONTINUOUS FROM THE BEAM TO FOOTING. PRECAST CONC, SILLS 8Y CAST -CRETE. bJ I Co '" ,- CONCRETE FOUNDATION ! (SEE PLANS) I "III ~- I~ III :U 11= ==1' ITIII~~IIIIIT fU1' TYPICAL SECTION 5122002 'i" ,< .. /,',-.:.--~: ~-- 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 8. Item C. Item 4 x' item 3 x item 3 of 5 + 6 ,106 :32 2,1-4 Plft P 1ft pitt 5 x item 6 x 1 .50 7 x total REQUIRED UPLIFT LOAD (A + 8 C) 194 P.L.F. tBased on 1993 revIsions to section 1205 of the Standard Building Code. r-- UPLIFT TABLE -~~-'---~--~-~~--~'-- - ALLOWABLE UNIFORM UPLIFT LOAD - POUNDS PER UN, FT. -- ----~- '-.,- S 10 12 14 16 18 20 24 28 32 I!tlNf. "0 ----~--- 1 - #5 I 759 507 370 288 23. 197 171 137 11 & 103 ~ GRADE 60 ~ -- --- I - #5 549 373 277 @ 182 156 137 114 99 90 GRADE 40 ~'--_._--- 2 - #5 1309 859 615 467 372 306 259 198 161 137 GRADE 60 864' 703' 596' --~~ 2 - 1/5 959 635 459 GRADE 40 595M 488M 417M 35.3 284 237 203 1~9 132 11~ -'--,~ Load Table Is Based On The Following Provisions . 'Xl I o 'ro I co r-1 . o J "'" .co I o ~0 I o N '--t , , a, ENGINEERED PRECAST PERIMETER BEAM SYSTEM - __J-- "'-~,--,;_".,,~ I jlOOdS shown Includ. ....19ht of filled Approved !.fosonry Unit, 2 rill Concr.t. = I'e == 2500 psi 0 28 days, 3 R.inforclng St..1 : ASTIoA A615 - Grad. 60 or 40 os Indlcot.d. 4 R.inforclng Is ploc.d in the top of Appro....d t.fosonry Unit with 1 Ji. cover, Bottom r.inforcing den not incr.ase uplift copacity bosed on singl. span condition b.tw..n tl. down Doinh, 5) If interpr.tatlon of ACI Building Cod. allows \" co....r o....r r.inforcing lnst.ad of 1 Jt" the uplift loads sho'...n in the toble con b. Incr.as.d os follows: 0) Grad. 60 R.lnforclng 1) Subtroel 59 from tab:. values ond m"ltlpfy resulting lood by 1. t 6. 2) Th.n r.-odd 59 to valu. obtained from pr.vlous step for new allowobl. uplift load. b) Grod. 40 R.inforclng 1) Sam. 'ls grad. 60 except multIply by 1.14. 2) S'lm. os gr'ld. 60. No incr.ose is oppllcabl. for values marked with on 0 or .., See provisIon 7. 6) Sp'ln is m''lsur.d in fut b.tween tl. do....n points consisting of 1 15(mlnimum) in f,lIed vertIcal block c.lI. R.inforcing sholl b. od.quot.ly .mb.dd.d in footing and sh'llI h.,v. ., stond'lrd 9(J hook ot mld-d.pth or higher In beam. 7) In short spon conditions wh.r. spons occur e'lct! sid. of '.:I fl. do...n point the allowabl. uplift lo~ds or. Ilmltt<l by the lood capocity of the 11. do....n. Such loods or. Indlcot.d wilh on 0 for grad. 60 r.Inforclng and wilh 0 .. for grad. 4-0 r.lnforcing. 8) Allowobl. uniform uplift lood moy b. multlpll.d by 2.30 if ~ tl.- beom octs compositely with 0 filled Iint.l. 10 I JJ '" SAFE LOAD TABLE FOR CAST-CRETE HIGH-STRENGTH PRECAST & PRESTRESSED U LINTELS LENGTH SAFE LOAD - POUNDS PER UNEAR FOOT UNFILLED' FILLEDz 1,875 Lbs. 1 ,860 Lbs, 1,743 Lbs. 1.575 Lbs. 1.565 Lbs. 1,550 Lbs. 1.025 Lbs, 922 lbs. 800 lbs, 750 lbs. 651 Lb,. 585 Lbs. 563 Lb,. ~10 lbs. ~87 Lbs. 289 Lbs. 4'- (f ( 4~) Pre~ast 4'- 6" ( 54") Pr.cast 5'- 4" ( 64") Pr.cast 5' -1 (f ( 7(f) Pr.c':at 6'- 6" ( Un Pr.cast 7'- 6" ( 9(f) Precast 9'- 4" (112") Precost 10'- 6" (126") Precost 11 '- 4" (136") Precast 12'- (f (144") Precast 13'- 4" (160") Pretast 14'- if (168") Precast 14'- ~ (176") Prestress.d 15'- 4" (184") Prestressed 17' - 4" (20~) Prestress.d 19'- 4" (232") Prestressed 6,408 Lbs. 4,815 Lbs. 4,615 Lbs. 3,744 Lb.. 3.260 lbs. 2.887 Lb,. 1,747 Lbs. ---,-- 1,333 lbs. 1,483 Lbs. 1,304 Lbs. ~--,------------'- 1.018 Lbs. 909 Lbs. 1,341 Lbs. 1,210 lbs. 91' Lbs. 823 Lbs. 'T..ls co"'tduc,.d ~., an in<:ep.ndent Te.tln-g laboro1ot). ".tl:ng QI Q <om~llIo blom with on tf' p...lmolor ~"m - ono ,5 bor in I". Rnlol, (>1',0 '5 bQl' In tl'.1 boom. Il<l..<l "" 'U!I oon""o't<! by W...c,.,. r, ROlo~. Pt. 6FECP _ 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 OWN BY: T.M. SILVER 01\I(S VILLl-\S 2 MODEL: PASCO COUNTY DATE: 12-27-95 CONrRACTOR: B1-\ Y VILLl\GE BLDRS 0 ......