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HomeMy WebLinkAboutBIN A-3 PERMIT 5506 - ~ - - _.~~~ .---.-.-..... - ._~._--- - -- - -- - -.c _. _ _ - ---~.--- - -- ~- -_.__. -- -- - -- ~- - ~S~I L VE'R OAKS1 VILLAS~ 2 12 ~ 5 I F1iberglass Shingles ~~ -1- 000 O~ -- 0 00 ] DDDD DDDD DDDD DDDD L DDDD DODD I DDDD stucco DDDD L_ 000 .0 o - 00 - L L 8' stucco stucco FRONl1 EliEVATION ~~ ~~ ~ ~ --- -...... F'iberglass Shingles E _-=_~~--=-__~7'='---=-=- _ ---:-:.==-:--==--=--===.-,,-------- r--===r= - -1 I I I I I ---------._----- r~~~ II II II --.J I I - =J __ -- stucco stucco per l,Ln1it LEGE'ND: LIVfNG GilRA GEl C~O V. Pil TID E1N11R Y 110TAIJ D l\rrE: 1 REAl? ELEVATION 11 9~ 28; 1 Lt~ 2~ fl/BAY VILLAG E BUILDERS op1/right 1995 Bay Village Bti'ilders, Inc. CUSTOMER: 165~ 95 ADDRESS: -. :am_ -__ ~ -- ~ - BAY VILLAG E BUILDERS opyright 1995 Bcty Villctge Builders, Inc. CUSTOMER: : CUSTOM ~....-.~~~~_.._,..- _'.".'""..,-,,-_._._~....~..., - -- I -~.. _- ._- .-. ~-- -- - - ~_.-..--- . ~--- - -....-.- --- ~~ " ..... --- -... - " .--- S~J-L VEVR OAKS Vl-LLAS fiberglass shi'ngles ----~ ~---- L stucco L stucco ___________L ____ __ LE1F'T SIDE E'LEVA T1ION ;;r_- - ---lToA --~..... 2 "~ ~--- ~ '~ --------------------------_.._------.-- ~~ ~ ~ fiberglass shingles ............ ~~--~------~-=~~--~~~~-~~~~~~~~-~~-~~~~~--~~-~ - 12" h-----''' o. '. stucco stucco stucco RIG_f!T SIDE' E1L_E'VA TJON ADDRESS: M. -.,--- ..- -.... -.iDi!!lI' . -.... per U7Lit LE1CE1ND: LIVING GARAGE CO V. PA 1110 " ENTRY TO li-1L DArrE: 1 119c 28:::' 145 2c 1651 95 S1IL-VER ,------------------- r- NfASTE1R BEDROOkf 1 3' 4" LY l 2' 4" 8' ceil. o BATH 8' #2 'l Ct. FOYER BEDROOM #2 11' X 1 2' 4" 8' ceU. COURTYARD l_~Q] 10 BAY VILLAGE BUILDERS opyright 1995 Bay Villctge Builders, Inc, CUSTOMER: : CUSl10M COVE'RED PATIO 18' LY 8' LIVING/DINING 1 7' X 25' 4" vaulted ceiling L ~rD I ~L!L- !(ITCHEN 1 2' X 1 0' 8" drop ceil, to acco'mmodate dome lighting OAKS~ I l~ I ~I I ~I I~ ~I I~ __L [] [J I ~ I . I r&f) ~ If Ii COVERED PA TIO 18' LY 8' ~ LIVING/DINI1VG 17' X 25'4" vaulted ceiling rnl~ ~~ !([TC1IEN 1 2' LY 1 0' 8" drop ceil, to accornmodate dorne light-ing -~ ~. I I I I I IL, L-------=--=:c=.::-c:-c::::-= L ENTRY II~ -- -------t=--=-==r:=--==-=----=.1- 1---1 I I H I ---------1 I JI I fiilrr cwwll (tE!,i~ acce~ I pull dOwn at!i~ acc~s GARAGE GARAGE1 1 l ' 8" LY 2 1 ' 1 1 ' 8" LY 2 l ' I I I l_ ADDRESS: I I I I I I i =L11-E~- -- E ---1 _:::::-~::IJ l -VILLAS lvfASTER BEDROOM 1 3' 4" X 1 2' 4" 8' ceil. <- MASTER BATH ~ ~ATH , #2 . 8 ce'tl, FOYER BE1_DROOAf #2 1 l' LY 1 2' 4" 8' ceU. 1 E11VTRY COURTYARD - () 0 o - -2 seA L E : '1 / 4" per l,L77/it LEGE1ND: LIVING GARA GEl C10 V. PA 1'10 ENTRY TOTAL DArrE: 1 119 28 1 Lt 2 165 95 BAY VILLAG E BUILDERS @ Copyright 1995 Bay ...~1;~ : CUSTOM .'\ S I~ \~ .J ~ -J ~ L. .. !'."i "('J "" . ~ ~ ..... ~ '~ ~ j' ~ .ti ~ v "1 ~ ~ 1 i V) r\. J ,:t;- ~~ "'t- 11\ ss.. Village Bu'ilders, Inc. cusrrOMER: 38'-8" -~ J_ 20' per~ 1Lnit LEGE'ND: LIVING GARAGE .-..., ",-'- J I ::. _ . lEON &. ~.SSO~-..=\, 20 OC arGhl~oot~rl' p!anMlrJ C1 0 V. P /-1 T.! 0 F-O UN DATION /P 1~~g::~~~~if5 ~~J:[ \) \(j(ji DATE: 1 ~S~I L VE'R OAK~C:; 2 VILLAS 1-- --- 63'-4"-- 31 '-4" ----- ~~U~;lie~o~~rin~~a~I~Zc~~rer:;-- ----r .------------------- ----------- ------- ---- -,,- specifications -- 18' -------- 8' I hb ~ I _ _r _ _ _ _ _ __ _ __ _ __ r _ _~_ __ __ _ _ _ _ J -~_~~ ~___=_I.::==_==I~ - -- __ - r _____ I r--------------~--------l I I I I I I I I I I I 4" cone. slab wi fiber mesh I I I concrete on .006 mil. visqueen I I I over poisoned clean compacted I fi II I I 11' -1" II I I I I 13' -4" 4" con c . s I a b w I fib e r rll e s h concrete on .006 mil. visqueen over poisoned clean compacted fill I , I I I I I II I II ~ I - I , 38' -8" , I I~ :J , 10" 3'-6"- 6' -,1 ";,:0 ~ I t.! Oc I .~ lj <2 ~ ;U I J"2 '1 ~ I~ ::.u I j '- Pl I ,'~1 ;U I J.:: \" ::0---' 'I' VI ~ \3 ~ I. ~ '~ :iE I \~ ,~. ~ - - -- - - - - -~J ~ ~ - - - - -- - ~ = = = = = = = =- L- ---=- - rD , - - - - - - - ID ,- - - -J : I o L !j-- 6' 6" --+ 6' 6" -t: ~ 0 0 I 20'-l' I I I 2'-6" -- 2 ' I 1 1 ' I I 1 1 ' I 13'-2" I I I I -. 2' - 4" 2 ' - 4" I :rf~l~~ :: == ~~= = = ~l1-Ll-- '-4'~111 I I 4"E:@ II r I T II; L,_=- __1-_ ~ - _~=:-_,JI I -- ---- ----. - ~J[ -.-- ---- -- I I . '- if I I }f I! II r_____ .~- -'- - - - -.- -- - -- - -- -- - - - - I I I I I - - - . - - - -- - - ~ I ----r1 . I II I ' rT------ ~ . -- 14'-~,~:._ 4' . 4'-8"~ II I I -r r36" high II I II 'I II II, 36" hi9~ I walls I R\0 walls 7' I 8' - I I I I I \':!.) 7 ' L l' ~ 2' 'i 22' I I 21 ' -1 0" I I 21 ' - 1 0" *j-~ 3'-4" ~oJ II I I ~ -- II I I - 1 . - 4" · 2' - I ~ b" I I 81 _ I I I I -------- 19' ----.--------- ---9 II I i I I 119, I I II I I I I I I II _J _L___ I ----~--------~ ----- ----- 25' -- 4" - ~-- 20' Q~ -----~- ----, L ----- --~ [[J '-11" 6'-4" 2'-6" == ==:J 20' --1' 22' 8"-- 2'-6" 13'-2" -- 19' --- i-\DDRESS: ~ ~M~~b, ~,v~Cl"'~.~ ?tMUo- g~ ^'-'-lIS~i~U- f\~" 5.1'."-' #t{c\.s'.1.- 1 6" 1==7 _~~;bO' @ EXTERIOR WALL FOOTER SCALE: 1 / 4" 1 2" ~~~~=HL~2 #5 ,eoo' 7 - ~ 1 2" @ · 1 #5 downrod refer to PBS layout for loca tion 119 28 14 2 165 95 ~_. - - BAY VILLAG E BUILDERS @ Copyright 1995 Bay ? ~ : CUSTOM 8' - 8" , " 7' - 20' La 0 2' 1- 2' 1 ' - 4" - 811 _!!BOo - 38' -8" 58' - 8" 3' -- 8" - Villctge B'u'ilders, Inc. C US 1'0 J\tfE R: 1 8 '---------F~{r-- ----- - --- ---:,- ___u - m ---- 8' , 8' I 8'-2" ---1 8'-2" -. -.... -- -- -- -- - llCILllii SIL VE-'R OAKS 63'-4" 1 3' - 4" 4' - 6'-4' ~~___ 3'--8" 4'-10ll ., r GEJm ~ _~ JGEJ ~ I I I I I : L__~___-p_ ---- - _I 4'-8" .~ ~- 6'--4" -- ~~- ~ 2'-8" - 4' __ I 1 ' I ~... 7' - 4" - ,-_J 12'- " ~I I~ ~I I~ I [J []rL ~~ ~I '--I L__.J '---I L__.J I I I I I I I i -- r--- 3 -8 l' -I 4' 7' 4" - - -- L 2 ' - 4" - 1- _..~ -~ ,;- VILiLA_S 3 ' - 8" 6 ' - 4" 4' - 4 ' -- 1 0" - -l o 4' -8" - 2'--B~- 8' - 8" , ' 7' o 1 a 2' 2' 1 ~-4" -f 9' .. u~{~ - . __9' - ~, ~}J 25' -4" 2' - 3'-4" - . ADDRESS: I 38' -8" BLOCK --- -.... '-'- 2 o M F NS - --. .-1- -- SCALE: 1/4" == l' per l,Lnit LEGEJVD: LIVING GARAGE C10 V. .PJ-4 1'[0 ENTRY DA1'E: 1 1195 282 1 Lt9 25 16~51 95 SI_L -VER OA_KS'1 VILl~AS~ ------rr---- ~---------------..---I I I ,-- _J I r- I 17' 17' 13'-4" - 10'-10" 12'-4" 5'-4" ___ J'-i -~ ~ 10'-10" 13'-4" - 12'-4" L 7'-7~ 3'-10" 3'-10" ~t f- ,3'-10" .3' - 1 0" r~ I I I 3' 3' Q o o(!) 7'-6" -- 6' I I n I I L ~I I~ ~I ! I~ 1- - ~ [] -~~ 2'-2' ~rnl l~ w I I I ~ 4'-8'2' I~O' 8'-a" '- (1' L 1- I - r 2'-4" I, I 3'-8" LJ Ii I ~ L_______ ___I _J J 1- 11 ' 1 2' - 4~ 12' r----, L__.J 21' c)l -.J ! I J l__ 10 BAY VIIJLAGE BUILDERS I @ Copyright 1995 Bay Villctge B'uilders, IrlC, I~ : CUS110M CUS1'OMER: 1-- L___ - fD -I~ L~~ f 2'-2" 12' '---I L__.J J\DDRESS: 11 ' I I I 8'-10 I 2'-4" 1- I _.-1 3'-8~ I lX11 l_ l_ r I I 8'-8" 12'-4" I i c__ ~:::~ :~3==-_::'-=-~ ~ 21' 10 o --2 fl ! I FRAM N G seA L E : 1 / 4" == 1 per 'LLnit LE1GE'ND: LIVIJVG GARAGE e10 V. PA 7110 E1NTRY -" TOTAL ,~ DATE: 1 119t 28; 14~ 2t 165J 95 S11-L -VE R OAKS -VILLAS l-mH n~_____n --~ - - u.. nnn . -. _ .r--... --- ----- n -------- ---- -- --l I r--- r---'---L--~~- -1___~-~ __ __ pu _______ @ ----..... /' (~ "- CEILING f ~ "" PRE--WIRED "" \ \\ o I I I / ij CEILING FAN PRE - WIRED / / / I I I I I I p J ---e ~~ '~~~ piller 1i9hts@ \;-~ on solar M - switch BAY VILLAG E B.UILDERS @ Copyright 1995 Bct,y Villctge Bliilders, Inc. J&- R. : CUSTO~f C'USTOMER: / / I CE'L2G FAN PRE-WIRED I , I " - ~~ / / ~/' /CEILlNG FAN PRE-WIRED / - --- ~ / / l[ @~In 1 ~~!L- ~ \---1 :3 <l r+ <l ..., 48" x 48" I dome fluor-I escent lighting L _ db ---CW ~ \ 1,;--, Q- \ L___J I / ~ u o ::J ~ CEILI~ FAN PRE.- WIRED I i_ --~ - ~f2--- ~ / wp j -... ..... - --L- @ \ '" ~ '" ..J i( % l~ I ~;1 , J tb ~ 1 t~ ~ \.t. ] ~ CO ;~ \" '( ~ j ,^ I ~~~ t,~ ~ ~ ~ ~:~ ~ "- -0---.. CEILING F A~ PRE -- WIRED -(Y -- --- " IDI~ W~ I - -( ~ tlj € ~ I~ . 48~ X 48" l(~ I dome fluor- I ':g!I escent __1 lighting ~1 ~\- - ~ U \l ~ T@- ~ / I---~ I Q- L___J \ \ ~ ~'J'" I -- --~ - """T-.-J -- ADDRESS: --=~~.E==f=~-- __~==___u_ 1 -- -- / ~EJ?G FAN " / / PRE-WIRED / / \ \ \ \ \ r I \ I \ I \ 1t I CEILING FAN I \ PRE-WIRED I \ I \ I L_ ~~ pillar 1i9hts@ 0~ on solar M switch u o :J <l 3 (\) ,.. <D ..., 2 ELECTRICAL LEGEND Q- LIG~-~-r SMOKE DET, DOOR BELL C~~IME RECEPTACLE \J ALL S\JITC~~ BAT ~-1 E X ~~ A lJ S T F- A N PHONE PRE\JIRE T,V, PRE\JIRE RECES 1 CAN FIXTURE HANG I BAl_L_ FIXTURE <9 1 q]) $ ct ~ t (Q) SCALE: 1/4" == 1 per cLnit LE1GE'ND: LIVING GilRi-l GEl COV. PAllID EN7'RY .TOI~L DATE: 1 11 ~9~ 281 1 Lf ~ 2( 165 95 BAY VILLAC~E BUILDERS - @ Copyright 1995 Buy P' -: CUStTOk! ~C::; I L V E7R OAKS1 I--------n- __m I I i I r- 6' 4" X 63" horiz. slider - ~-t---- ~ o o o 4 ~ IT~ ()) x m OJ: U" '< "U o (;) (j) I 1_-=-==-E6'4" -fi3,,==r:-~- -- -L~~L__~ horiz. slider ~~ I Q] [0 Villctge B'uilders, Inc. CUSTOJ\;lER: VI_LI~A ~S~ ------11------------------------- ---------- -------- I I I I I I I L ___J L__] ---I 821A ~ ~rnl ~L~-- I j ~I ~I 821A -- l I fD -l~ ] L n:J~ I~ I~ ~II ~ []~ j4bft_~4b ~ IQr~ I 1---' L___J ~. - I ,----1 L__-.J II Il_- L~ I I I : eJ l_.-_ ______J 9' X 7' ~- ~ 1Ia1il:k[a.l.w 9' X 7' gar. door 9a-;'. d~r l--- J\DDRESS: - - 6' 4" X 63" horiz. slider E ~---~_ ~ o o I ~ D LI m x m co: -~-- I I i , I I i -I--r:;-~- F--- ==r~-=--~ J 6'4" X 63" horiz. slider cr --" co o ~ I [QYJ -1 I I -2 WINDOW &: DOOR SCHEDULE: WINDOWS: CODE WIDTH HEIGHT 18A 19 3/4" X 2({ f8B f9 3/4" X 38 3/Ef' 18C 19 3/4" X 50 5/fl' 18D 19 .'3/4" X 5[f 18E 19 3/(' x 63" 18F 19 3/4 X 75 1/EI' 24A 27 f/4' X 2ft' 24BZ7 1/4" X 38 3/11' 24C 27 1/4" X 50 5/(/' 24D 27 1/4" X 5ri' 24E 27 1/4" X 63" 24F 27 1/4 X '75 f/Ei' 32A 37 8/4" X 2ft' 328 3'/ 3/4" X 38 3/d' 32C 37 3/4" X 50 5/Ef' 32D 37 3/4" X 5r1' 32E 37 .'3/4" X 63" 321*' 37 3/1' X 75 1/fl' 46A 54" X 2ft' 46B 54" X 38 3/EI' 46C 54" X 50 5/Ef' 46D 54" X 5rj' 46E 54" X 63" 46F 54" X 75 I/Ef' DOORS: CODE TYPE R.O, 1 2' Prehung 2'2"X6'10" 2 2'4" P-rehung 2'ft'X6'1(j' 3 2'({ Pre hung 2'f/' X6'1 (j' 4 2'Ef' Pre hung 2'10"X6'10" 5 2'1(j' Prehung 3'X6'10" 6 3' Prehung 3'2" X6'10" 10 f'S' B'ifold 1"('X6'~ 20 2' Bi/old 2'1"XS'ri' 30 2'ft' Bi/old 2"('X6'rj' 40 3' Bifold 3'1" X6'ri' 50 4' Bi/old 4'f"X6'Y' 60 5' Bifold 5'f"X6'[/' 70 6' Bifold 6'f"X6'rj' 100 2' Pocket Per frame 200 2'2" Pocket Per franw 300 2'4" Pocket Per frame 400 2'ft' Pocket Per frame 500 Z'Ef' Pocket Per frame 600 2'1(1' Pocket Per frame '700 3' Pocket Per frame SLIDING CLASS DOORS: CODE WIDTH HEIGHT 52A 61 3/4" X 80 3/4" 52B 61 3/1' X 94 3/1" 62A 73 3/4" X 80 3/4" 6~B 73 3/4" X 94 3/4" 82A 97 3/4" X 80 3/4" 82B 97 3/4" X 94 3/S" POCKET SLIDERS: CODE WIDTH H/!,'IGHT 311A 38 3/8" X 80 3/4" 311B 38 3/Ef' X 96 3/4" 411A 50 3/Ef' X 80 3/4" 411B 50 3/fl' X 96 3/4" 511.1 62 3/Ei' X 80 3/4" 511B 6.2 .'3/Ef' X 96 3/4" 6ZfA 72 3/4" X 80 3/4 621B 72 3/4 X 96 3/4" 821A 96 3/4" X 80 3/4 821B 96 3/4 X 96 3/4" 1021.1 f20 3/4" X 80 3/4' 1021B 120 3/4" X 96 3/4" 622 A 74 1/2" X 80 3/4" 622B 74 1/2" X 96 3/4" 822A 98 1/2" X 80 3/4" 822B 98 1/Z' X 96 3/4" 1022A 122 1/Z' X 80 3/4" 10228 122 1/ft' X 96 3/4" 931.1 107" X 80 3/4" 931E 107" X 96 3/4" 1231A 143" X 80 3/4" 1231 B 14:.1 X 96 3/4" 1531A 17[/' X 80 3/4" 1531B 17~ X [)6 3/4" f242.1 113 1/2" X 80 8/(' 1242B 143 1/Z' X 96 3/4" 1642A 191 f/:!' X 80 3/4" 1642B 19f 1/i' X 96 3/4" 2042A 239 1/2" X 80 3/4" 20428 239 1/2" X 96 3/4" SCAL_E: 1 / 4" 1 per l,I/n it LE1GE1VD: LIVING 119, GARAGE 28, i.-< [to V. PA 1110 14 \. EN11RY 2, T10TAL 165 DATE: 1 95 DOOR & W NDOW S C ~1 E [J U L f- j' ,r-"-'~ , ~ r i . '_ _t-i.. .' \ t. I! " i , . , ., \ \ , ' '-- ~ r" ,. , ~':;. .~~ .-....- ";...:...iI"~ - Of )..-- Pot' a.ul1'-l!:HlcD IlP lAJS! !ol :c ec," r--- - "'.1'3 rHW..,1TI~.IR"~~ CFTIOUL // ,. 2,. f!Loc:.Krr'C ,./ / !\A(;,GEPE.[) e- =T~Et~ , T" '~!-.r.5 / 11';~~,c:"",,~ N~C~.Cf< L 1 f .I'.CII 1 R.J"r, !-€E 'F1.i55 EPl3lt.EE.Ri'~ EACI~ r-.cC'l'l rcR ~'.'l::C!F,C lRU5~ ,~OlCDO'.:N ~?J,R "I"'ENT 5 /'.erPtJI A~!\ 5WPGL~5 I, .-.... ff~ Elt>~J~~f'1:D ub. Tl-'1J$~ AT H' ~L-. SEEa;.;'l ~€CTfo..5 / , / // / / ~ "',1') IN~JLAT'..:.N IR-:~" OPTI~JAU _ -l f..LOC l<.~lG &. I'GCoFf<1:D ~t1V.tEl' 1M,';!'E!! t~ 2lli ~.,.t'~.:'.;y..ltb FoR \J.It~ '0\.' 't"OCR. J,~. I. ':'r'tL., cMJ.Ll t:~ lI~/ItJ J'-O. 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"'Ae.LN:T 'eH.!) -~---- t-1--- -----\,--l--t r-- --.-- J___~SJi~lU L~!i~2!:~~ 6'-". ---J NOTE&. I. ~ACI-J JA'-16 0:: OF'EH~~e 10 eE F:E/tr~ED UJlH-l t-~ ....t:RTC.~ IH "'ROUTED CELL. 2. ~fC,0.'\6T LINTEL r-cR O~'ENlt.::;.G GP;1:~TE~ Tq}.,N 6'-C" TO ~Av'E ~ ~..;ER 8AR-3 INTO .'.N-'13.!!>.t..S t>;.v...u{ '2".<:2. CR ~,".)(~,"' co"./c. t-'A&. U'--Il T RJ!...L 'r ~TED - , / ,. , / , I / r-- / / / / / ' / /--_. -, ' // '// //-. - h LO ~~~ rEl T /~ ' / )__ _ __,"'~ /~.//r-- h.I'},'. r-'\. )Uc. ~~lEt.T1~I'.JG . ~ ' / t {- [-y~()---)( )Jt-- .:--~. ~~// /' ,~'^-.' '\, ( r' .. \ l' " I " \,' t ,:. ELEvAT\Ot~VAr.!E" r::::l-~L"-'-=-!_h ~ - ~,,~ \ crOR ~l/oC6E~D . I Ai -'..;__ ==--= , :~'::;:' _ J/ll ~ '" \1\ \ '--- .1ur-,. CR ~ HX'E ~EILI'lG D'AP\~.c.'1 i,,-","~ \ .. I \ \ !;d CC'OLE.~ ttA'L!! -. I :: IVARIE~.I< \ '--- :..~ 5IJBf.15(.!~ :;.p hue!'>.. . l' o.c. I = SEE ROO;::\ Wi .t..LLN. "AXIA ro "".CO" ,~, WALL I - F'LA"'~ "-- ..I.ll,.1It~..;r-1 sari'lT t-1 "f '~AILEp. - // i~ "\. "\ . I';" C~ W.lLL -- -_/ IiI , \ \ ' "\ "-- . co.Jc, r11 LED 'tJ. BLOCK I\, IIJJ '-~ Co.';T. "feA~ i -4.- ~- F'I'OF-CA,>,' lIr-..'TEL eEA!1 Ov'ER ~ -~:~'I-L'/ HA$otiRf lI!AlL Of-'t~. (!E~ !P1:C5.: -------r I AUH. FRAMED '.1~tJDO.1J WI ~c."''EnJ (t>f.f ~F<:i ~lOt-" DW& I>lQ , _----- .IfTACllfo't-'ENf 6G1~Dt.(.1:5) I - ,---'- f'fo,;~.vT COt.C !>'Ll I tOl~ r:~ HA!!.cll> R" ._-~ TY~. MASONRY LINtt:L '-.....:.... '1.. .' ' ..........,. ................~~ ' ,~ . . .~ 'f;;-;(~[I\~~, :~~'~ ~, ;I " I, '- ' '1"'f~H'''~ .. f:~:~~~:'-'. \~-~~ rrl~~~ " - "''''_) -. , rc~ !; T A."".GF. r:;'E'v " .. J 1. l '\ Blooc: ltl(,) \. f /: '~-l'- ~ " ....., I . I; )- : "l' In" C:;lP~Ll1 - - \ I ' r~: I CEI',_lN~ c'AF"\.Jr~<-A'\i I. Ij II."'ARIE!:' ~<.J e:C"-'"'\.ER N..1ILl'> _''''J 11'-,...- -.' t-~ (,1l.0!,4 . " oc ""t~ fEE "".Do:' fl' e .0" fRO"1 '.I!ALl J' ~ rL'.N . lCA" rLJ>'f ------ .- f- - ,r'" " 7.1.1 !>PJV!} ~ . :1',,0/" "J:I~tf~~. E;'OER.ICR FII-~15lJ o-.J ~I'E_~lIJ:tJ(j .'/' I ' \.. 6EE SEC. ',0'\1 (~ ~r EC~, 'eR PA~I.,," ....~EL I..... ---1 F' '-'__'.1.",,-, .;...., ~O'J:RE~ENTS '. '-' L"--V -- -~j'.:;,o----,.,' ~ ~_. 7'i< .t ~T1j05 A! 'bee eA.'.'" "OLD "t. jo"f ...... !., ____. R\pAlT ffJ~.lJLA!IOJ 314' ~.t-'~, PJ1~V Jt~ __. ^l ~<II', - 1 x ~~'Lr Ie c:cW . ~' ~~:~I-/-~/::L'f~f~=--~~'~\~'E1~!-09-R !:!~r: --' -- - \ /' /-1" -miJ;T -1\ '--.":"-'-_- ~cE CE~ T !O.H 0.4 Of"EJ-UA:e"'t:'.HC'<- lRU&~E5--'-'\. ,~; \ rORcr)N'~EC1!O~<' C'P , 'I P JO,L\l"- '. -\ I ..' , .,., - -~ \r:--' /- \fOPO'O-'JW,\LL ~~ ~~~~'~C;:I~~'~C:~ FA!TE!~,:';'-=:"(:-'l~f;~r 'L ~ -' - - .-- . \. ' /~~:t "" CO,C; f'LLED "tJ" PoLOCK ", . - - U,II."'; C::Hf. "1:.BAR ""a," lOG","" - -- JI M'\ ._ / I;;' Lf:'> "'ocnK; rt:L T IS In' F-I 1 U{.;. =-H" A T14~':;' F=! E,'AlI0~ 'yA~E5 Jr- _. _. - -- -- _. ---- -.-----..--.- "FE EL2V.llTIC-',5 '. -- -"LU'1 c",'J "DGE: '- -- :"t, ~-.t~P~~~~-5<:!.4 W" ."\Lt.!"" '....~(.I/ '--- ,\LLM""!1 ~'rq ,I l~ l/I l!I "I (Jl m 1'-' '" ~ ... t-'~P.eL..E 5TCOL __\ 1.' f'l ~\JR ~'R P, \ AT :'4" O.G. \ \ \ , \ !;~ fIT eM-E flAIt ER -, \ \ _\- 1 --:. rti.2 f ~ . ~ ,/ /-- EXTE.R10Q ""jl~ (!!-EE ELEYATIOt.~) 4" CoNe. eLA8 '\ ~ 11 j // '-;1, 1..4,','-( W.i1J.H'-J I - I;. i ~ . . ...- ::"PS~.~lOOK (!>EE PLAN) ~~~!~:pr~_ :~ ,E .-- f:~f,.. -,-~:. ~,rE 1--ELE"..".''''--loP '" OCAe .-+ F1f[l~~l1r~ijl {I ~i rl~i -i~ JI~Et= rtnI. =T.~--"- ~'EACER e.t.OCK -111= /11--:111--1 - I 1:--=1 I 1==1 l:.., -Ill-I", - '1-'1' ~ . '. ...... - =-"::~''''''''':' "". :::::, --'1 - CLE.I..N o::;.M>->..'"CTED co~Je. "OOT l~lG ~1 f I ,,: r.-}..f, ':;:.. ;HL- l ~ f"OI~Ot-I H~'EA TED 11.'11. · S eOtH. -I' .~,;..-",. /"'---'11 FILL :-..:: If-!- ~tr::'r :::::1r- - - f - " IIIT:III~~i.Ul; "7 ll~ --)' COVER }-- rYPlcAL oN~ STOnY W ALL SteriaN we.QO R.~ Al" 'L IN~, OJ INTE'RICR OF ~Loek ll'ALL~ e.c..\LE, 3/8" " I'-C)" \ \' .l.'-4 \o-1:./;tT. ~eAR~ ~\ "3 TIEe it '2" OC,----..:-~ TYP. MASONRY ooLUMN OC.\LE: '" ." I'-!P" f,..-'F 1- 112" G-rp, BOA~ -- "1 X .{ 51UC5 AT :"'"O.c, I R-Il BAn INWLATlON 112' u'f p, BOA~ ~ECUR1: foLA lE 'll,' 112" x 8" "J" eOL 15 Af 4'-0" O.C. lM6ED: ~h I\T 1 STeRY' ;1 x .4 e-OLt! Ie C~T, 6" AT 2 5TCRY ','1- CoLD JOrl'H 8A5E r1olDI~JG --'\ I . .,6)l6. 1..4,,11..4 I.UWM_.'h' 1 $ _ _ EL v 0'-12)" rOF' ~ 5LA6 _ ~ ~" 1'.0" ~- cL~)J-~ COl'1PAC1ED pOle-oN T~...\1ED I=ILL CONC, I='-oOTttJO l.ul 2 - ~ CONT. AT I 5TC~ AND .1.T 2 5fCRY .(. ~ \r .1. R,? ALFOIL IN~, eN . ~HER1OR 0: BLCXX -] \-~ ~~,.: 1l1'\L'_~ -- .- . I ~r ; I b," PT IJAILF~ - - . -1, II ~J ~:.- ~JOOO eM'" -- --~.\" \ a- 11- , ..t. C.olG. 5t.A~ -.J,,' " _ I ~ II~ , _ ..---:;~ E>'TEql~'R Frt.Ji!h I!-EE ELE'"AT'Ot,~) ,..to '.0111.4 U.llJ~..::;i.'~ \ ~ J .: _' _: ,,~ tl: ~ :-- /j}-' l=:~'('-:-,~ ,,' ~.I-: ~ I _ .~l~~.P::'O~._ XiD11J~: i ii= .J i I~ ~-:J: ;~-tk~__~ "'ADER eloex ~I~-r!~-i .I~J---U ~ J ~ '-:!JJ~r~ I) /""IL ';,.I.POR ]=~LJ-I-I'ILJlh'lllI : - - !Jill' t---Illl-~ C:LE,n~ ca-rACTED BARR'ER --: =: I _~. '1'] == f"O'~'1 T"'1;4IEO '--111'- ", 'J U I - Fill ~~ ~~~ --. Tr~f( , -\...:, ,.' - l~ ~ ~ .,All-=l' !=-:III.::..II Ffirr- . ".; i' -.--.;\" CO"'ER ,:? 1'.&. /, //., --.-.. .--- .~;" /'" TYPICAL TWO ~TORY , W AL.L SECTiON :'~'I - .-. e.e..',", c:)t~c BLOC': \ ~ DilL. WI 10' ~1l? ~ (~EE PLAN) TorJ a ~I.AE' + e.e.'f '-.ot';C elOCK / ,,/ .. / ; I:L '1: I .-- ~ t..'U..L II) t ~-~.~ I // Ie" ~ro. ,100< (~EE ,..1./..I-.JI ~b ~ ~i: // ~ e.e.'," ~JC elOCK .A" cotJC, SLAB -- ~ ~Il~ ,..... /' /- EXIER'OR F~.Jlci, reEE ELE'YA,IONe,' \ ~~! 3 tI r/ / E; ...... 14 '.4 W.W!- f \ ~ 7- i II - f.// tu:ve'.,,' TOP 0: !!>LAB t%.-r, . -\ ,~- -- --'j<--- ._1-_ . .'. . 'J .. . I ,-.. I ., Y ~- -'- ~- - -'- -/' ." ~ :~ir~~t[)',"~ '-(-?':~~~I~ ~ ~ 1'- . 'j~;:'j : ,- . . :,. . \: . w-n[ ~ 'll~f : . :r;:,,~~.?, iTI=[rT~ _ , t"IL \'~POf<~'-= l~lTr ~ - Jr f eA~'E~ T I' I '~I"1 1- ~ '--- }" C'O','ER CON_. reo I~~ -- ------- ~__ CLEAt., C(.;lt1p""'AC'E~ II" 2 - ~ CCtH. ,.. 01~~ T"'1:AIEO FILL ALTERNATE MoNO-FOOTING AT oNE STORY WALL ~LF, 314' " 1'.",," rnuss 1- Jomr-rUPllfTr:C'oNNEC_~ . TYPE !H). LOS, "-' T10~~ - C'=1 ~i_ _ ,74~r=.~1~16 , . . F " " 749 ,'y ETA16.,. ' ; I - C---' ~374 ~Ar6-- / r-:- ----: :,:: -~ -. . ~;-----:-:- .:' D --,--;- b--'-:- -:- 86,;ETA1S> _-=--=.= ~~t'_~~ =:-:-9~ ~-:ETA1a" ~~_._- ~---!. ~ _.~ ~.:-:-~~ ~~~_:':".:.. _ ~~_. '.F.!.Q~_ --Ei:J..P~ ~~ONT_, '. -. .. , '. :.":; ~. . --E---- '"A--- - - 274. ~~42.5;~ .: --- -.+ - - [j ~ CIQ.:-~ EfA201::- ::' ~ .-:.._-.:...__=;~- ~~ ~~~j~~ ~..: E!~52 -~-1.:' . '. ... '. i . " " -, ' . " I. . .. . ~ . _-~A~ -9J,Bt~_ =-~END, = . - _C6~H.-:: .' \., / ,. .' , ... -.' . . --IT- -- --- A- ~.' - ~796 ~:-:- ET ^ 16 - --~-- ---(;----:~- -~90 ~-ETAi6~ ---...- -"- .---- - "'--1:-"--- ......---.-- I 't' ~ ~. _, ~. .' ',' _, _ ; . -F ~' --;- - A -,-: --:-:- 436 :---:-Ef/.T4;-,~ .. --~-::- -.-': -c:-- ~~:~nj ~f^14-,~~ ---- ~---~'"-- ~~_ .10--___ :.- 'r GARAGE FtRE'N ALL bET AIL /.' j_I~(' '1-1 Jf! ~!~ ~ ~ 1 / .~- I'..l'~~b CO-lC 8LcY...K . f!f<] - ~ /' " r cot~e. e.L.....L"> _ .,~.1> ~l ~]: // /--- F.X:li.PCRFlN'f,l~ '''-1::17 HEyA':Otj~) '".1 Oil ~ /, /.' 6;E; '.-'411..4 w.lJJ....,..-r\' t,l ~'I' ~i I :!.." ,~:~ "/' ,~.- 1101- V . .';/ /.' . - II - , . ,~/ ,~ . I ELEV.f' ':0' , ~-;;": --,-.' -,-/,,~,'.:" I .r /" , r-' . ".. ~" l> <:f ! "l 4 ... . ',1 X ,- ;T'; -I' ,': ',' ~:: '. '.. ,-,:0 :'-'f.,[~.~6--1 ~ I~-- . ~ -- - ~Tl--l . e: -:- .-:::, ~ o' 1f1 -'-- ,- I~\--:I <>, , " W-:- /HIL:"APCA<":"-:' ~~1Tt~'l fT - l- e^"'-'R'cR .,.;-~,r.. '< --"3'CC''ER co,c. FOOTH.... - r /,., "-- CLEA". CCT"1"AClfD \LV i - ~ CON1 : / "'O:~J T~.t.'E? ,.)" ".8" riLL r?'---' . J\LfEnNATE MONO-FOOTING ,Al TWO STORY WALL .".,------------, ---- / !:".,1LE. -'/04' . t'./t'" . --- ~ Otl.L w: '0" 5T'::>. ~Ot>K (!E" ''1...1''1. TOp OF !oLJ,B --+ 5CALE, 3/4" " 1'.12)" ~':l L.. 2-r-.. '1' ~P""-Ib~-.., ..~1r , \ I b ") X -4 SOL!: ~ CCtH, -;-1-1-- .-u.._ l~'hJO eE~ \ f'-df~LL ;\ T !b 'J4Z- C. \ Ii ./~./ ____ __i- A~~____ # '---.7- ~ -------./ FLOCR JCl5T ----/'/1 --kiP'!oC~J LF1~ CR FOUA! . ~ . /- ----- -- L-- /' ----- -- r <1, '" 4 l~c.m /- -- 2)(4 STUD erARi~.JCs -- 'lJALL AT '6' C'.C f~OLDOWN DE1'AIL e 2nd FLO()r~ INrrERIOR BEARING WALL _ SUPPOF~.rIN(~ ROOf: FRAMING '-"" '~".rJ / ....,. ~ (. '-.. (t :~..~1~(~. ~ 11 . }oj.;..... ...... " I ~ ..: '- . : r, '.... , <~"5:~/ f . ...... 'r....... "'J ' I , ' r--.......... : ,!' ......:-:-....:1 1\/ '0, . :~;>;t=E ,........, "- '-';~.'r"<.~.; 1:::':C" l :, '-.........J : ~ ,./-'7 / //, .. ( ~.J ~', ~.:{ .,~ ; "'~..' ". ":--"- " '\..-/ SCI,LE, 314" 0 I-C' 0;,~\ ~'~//"I /./IJ .~~I/ / '-- I.f 'A~ I~. ::5 OTe ~~ (;!':' H( ~ '.:$6 t:}J-::':I;EER:llG Fe", ~/..c:.: :::or E:.'/.cr TRU!!>~ ~.;o,-DOJ), E7'T:N15. '~"'''''' TYP(Ct\L h\!r C 0 ~ 'et'"! .. = Of' f:: I: I~ nLu t.r~., \1... I_ft'-.TI''JN 0'. :C i iE ~l.O tEA~A (t.11),1 r:j::""'U"h='::::-"I::':' '::,' 1'.(, :" _ ~... I '_" ~_ . ~:;'r: -' 3/....:1 . I....""''' ~...'~~~......~._-.--.a ;O.~AJL:Jl~~l!""~..---.....~~~..."Wt:Mit.~X~,~.!""O';~... r"'~JotJW~..... LooI--.ec'ello4.N;.:"~_,,'J.....-tC"""~:'~."'~_,i"~<<'C'''~'~~_~~JI,,, '~~~"'~""""""'A' .....,~_.~~~..'iIt?'T~~>I(.~J<:>...... -~& -L,~,"~~..::::s:.;4'1;:J'u"MUllotl"':''''.;C~''''iWlI.l:lI:~~.;oJl..Jr~.e..K..rL'~'''''~.~ ",~.'V l""'C' '\,^'~~;J...",'. '-"".~.. l:oo'LW..~..L"~."";A.;~..&;:.#.'Y.....~ ......C-J.,6j~At-~k.~..~.;Io,.'l"::"..........;~.. .....~..... ..- I c\ 1'1 PICAL fJ ::'r--rc,ARXGECO R"- ....~. .0. ."'!'... 'J.l\l.t.. ~"'O-r. I .I, f'..... .' , ., . .. .i' _L- ' ~~:',,~';: ---' l_~ -J I 'D"\ iY~AL"'Ft(j, , 1_-__... _____________ t . ',-: / f1C~~C'. B.W, @ DRCP '~_._--~---- ----- f--~----~ --..----. ; I ..... =,!.~ !."~!(, a"Jj u.AlL I~' O:~.:.ii: .e,';CI~j;U'I<"~ ;("p.~IIC J! ~...,'~r I' .,.',.., ~ ~ ..... . .... 14' (;'~,:!;E'E !'l.lp , I "',N. Z;" "'~ I~'f. ;~[.ll~.~ l-:C-"'':'::ltc tt~ ,fo.." 1C.""'~'..x1 . i .::,. ro~~", . I . L_~ --~ j :'.' ~.lR ' IC/i';~""~&-- ... Ir' / L ~ _, r;:l ,. 7~. !:!L.__~ k\ TlP ~FTG, " \:t; MONO, ~! BEARING'~ . -".r - lH'lCAI ~t:JI..f.R "E.Ct!>~ &lAe. 4' CE!UHlC TIU flOC'l~ .4,-.0 'lAll!, ',"I! POll Cf lU Ol'l ~LCC~ TO F<;~r1 ~e, VIMH T1U 4eut& c.mLMIC TltE. I-=-::- '. , - I } -4- ,.r-- , / ___________, I ~-VAIiIE~ (!UR.OCIl.PLA~ l' ~~'pICAL FTCL -- 'V!~~~~::;::(~~~~ER N.1I.....l.If>1K... 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I-lEADER SCHEDULE ...:-_::.:...:...a=----:..;.-=-=:.::~.:_. _._.. ~:.:::_::::__==:..=~=:::.:-:.:..=- OPU11I1G SIZE HEAOEn SIZf -=~~-::::.x-:.:..:::,;.~=.::~ ~.....:::.-._ -__-=..---=r:..~ UP ro J'--4' 2 2~)d3~ - ----- ---- - - J'-S" TO 5'-~. 2 2"xO" S'-!i" )( 11'- 6" 2 - 7")(10. 11'-7" TO t2'-{)" 2 - 2")(12" /I 1~~C.tJIRED AT LOAD ~t:AR1l'b WALL "\ ~,~u_--~~;~l--~- f ~i:;~~7.~r:o~~~ I, CAq l!:J . C(lM../'CIlD III ",'--- . 1_ / c.C~U'ROt1 \, - nc.lOLwn '/0 I - 'r.=-.:-=--~ ~ FOr.EDMLIO ~.,;. "~Pl:~:~r' \ ------- ~ 1. _ C] " ~~ ~ :- - I 10' )( lC.' eel;r' E. I CCl<CrT"l'li!'l- I ~ HeA/f 1'E0.--/ · - - ~ - -. I O>l~\JJ;~~ /', -----. l {-~. 1 ~f~A:~:O::~~~~'~ ,_.-"/ ., ----- ------- ------ &" (,;11:1 ;[) '\ rfPICAL tt TFILLEDCELL- e- Ilvt rl>O:I: CF BLOCl( If.l.Ll-. -1 ),4 ltW:H ---........... .l1-- ' ~--------q. -- , t>.1'./(._ r /' ~-,""~ .~~. / ' . 'l" , "Ell. f.OO'~ / :'_':-'. ',: '} :... CC~1. ~Rf, tu'AT 1" ~ ' '7-- ::;'''''''D/i~>r "11 . '-U. P(-Q'", ,gw' NJC\Jl J.L~ ']./......~! poe.l\ ~ ----------- NT ~UU~ f"IJC If.lLL ", F'lA'1 ....PJC.~R~ I'il~ IY.'L:Ci ^I .4'0' DC 4' CCt',d.',PE fU./\ ..........'tr MN, MIH'&1 ... C'VU tRU'~ "'Mf' AC fa' , U _, ..,,, \::)/10 1.lJ1 (CHOUAU ~~ Cl =- ' ~~~~ . ~---:--:' , "l_\c~_-,_ __ :..~ ,; [.eAR _/ I 't' I O~ C\JAr"S ~- - -". . .,. , ," t.r /.-......." LP W'lF1CAL 1i) \~~ GAR-AGE C'CCR __~",.et"""ll,,:':'.,!" (D--"'" rrPIC~L FTG ~ 10 )t10N~B~W- '@-ORi)P '-..--- J 'V- -- -'-r" I.' CQ/lC""ErE ~13 I ; 111'1. ;!oOC "r;! c,~ 1RlA!ED COM"'J<Clm ~I\.L - - -1 EoH 1::,--': ~V"1 "'/'1 f::'UJ.U ~.b'F= - -- -- - ._-. .J c: .L-J-- - .. - . - . - 'f1 .' ' '. /dfr1E) ~~ c';r1::: ,,,,5 ~f\lflir',Ji1 <J) -L <[ ~:........- li-a r\L' ~ () () III f) FiC..ll T~ I;e-;B~ ~~LB TI~E , \ \ t- - '. 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IS /' Mo':"Jol..\.J~.oIC ~~..... ,,,,,"y ,--,' G t_______, __n___._____ ......t;,&;.~~1Il....~~..,.~.".,"$(~ ..~\..."e&...", ~a. ... , , /' ~ .... ..r, )', . y" .,. ." 4 , i I ~ " ! j I . j , i ! I \ i J "'''','''- I' ~~ i , . , . , , . . ,. ~ .. ~..,. il.:'. .. . i . ~,/ ' I ! i ,- )x4)(1~. t11N. BLOCK NA1LED--.-- .-- TO E..1.~ 8LOCKltJC:s ''',EMBER \ WI 2 . l&d NArL5 IH EAC~~ ~Fr1EER . / () , (0 --_._._-~ \ ------?~ ------- /- ..----- / CsABLE END tMI'- ~F'ACit.J6 ':';'OOF ehE.I.H~INC. :.uoOO ROOF TRU~5E5 G^8LE TRUSS .\ .~ .' ~r r-=c2 ~~_L=c?- JI,-f-] :=sr i:C .-l-= -f-t - - 1'\7 I (\ r' l, 6 ;~'O~~ :.- '- ~ -t - - - - - ':I:~~<~~ ' ~. - L",.._.. I /' -:';t~ ;;l --;';-c;;' ;; WAAJ!/O rOO111l . !">((lno IQ'S ., nas MeA ~( ro.."IJAn')i fHIl rOll roo IUl SIll I kUI'Jl f'UtH'(ld I ~N : S/I,IPY)1 ~, .1! l'JUAl ~ flU(O CHl- t'SIAjl.IUI ",,,,,ItlIACflJPlR '\ hI' roo 'c>> ~ .HJDS : ", " 6.- i Irr1r illl ------ _-L-._ '"' 1111 'Jl I \of, I ! /I -u II 1I 1\ -n ---- - "" . '1, _JI II II II -, II II _11 ------.- --- c< .JIl II -11- ,H ~illl 1111 1111 11111 --iH --- c- ! ,~~Il 1-- ~ l A 111'1 -1:1 11111 .,,/ ......... -:j:. -- II!! / t-"ij 6 . '7 11 - I II II ~ .1 /I t, 11 ~ /. to A "- ~\ . - -. I '," .J,..~ \:. ~ ~.i. ~. .;.- OCI&5CR5 TRU&e.E5 ./ - AT 24M o.c. . /" C. (1) lx4 TOf> f"...ATE' 2x4 8LOCKIt~ - a'.f'" FROM' \ // ../'/~~--Jt I:ND WALL. ~_ l I '-=-;f I~~=~ , J ~.P2 C~ECTCRO,..>ou<' -f- _ -- ......_J...--__ In~ tllN. U'TFe.ti~ CeiLING DIAPhRAGl1 NAIL AT ," o.c, Sd COOLER NAIL5 OR I 11(" GUe54 ----- 2><4 COtH. LEDGER ,...~- '1 X 4 5fiJD5 Al /1 ... . 1111" '~t H~-\...'i1 .[ . .. ~ 21 "I" ~ eoo..u ... Me..< "lLk-.u1 V ..-LQ4 t I l ~ ~~} ./ '" 2x4 BLOCKitlG - 8'.0" FROM END WALL lx.hll" Mn-l BLOCK NAILED TO EA::~~ BLCCKIN6 ~Et-reEf< I.IJ/ :2 - Ira ~!.AILe it-{ EACH t--:eMeE~ 2 .. 16d H.t.IL& n'/I. "IlGIUNlJ W 1~LU""~' II';. , C-~ ~ ", '" , o .1 N "- "- I o I (., '\.. " . o 1 C-~ '\., " , N ~ ", 1\\ !......~:tl '!t'l l1ll (OliN ~ t.1f'J.l Iffl UANUflCIt'll(1I r;f r;)l e,) 11(1../ ex- \ I1.IQS " 11 '- . '\ ~ ". ~ M^SONRY/FRAM~ WALL CONNECTION ~1!I'.a;1M'I.Ie-,",_. ,'. . . ~_.-_..,,_..... 8lMF60N Hl CR .A6 M:CllLRED- C;R &i~ MT&I& TRU66 TO f'\.A IE \.LV MT611 FLA TE 10 eno ~"1: lRU8eea NOT DIRECTLY OYER ~nva. , e.fE T~~ ElfGINEEI'{~~ FOR Et.o~ HODEL R;~ EXACT ~f'ECiFIC T l"1J6! 1-lOL Do.LN 1':EOV REMEN T ~ t.r'\. T l~ll . H' oc. TYPICAL TRU8S-TO-STU() INS.r ALLA '-ION (MIN. REQUIREMENTS) : &CAlE: 3/4" " "-el" ~_. t ~'- " ~ -~ I . t,. ~ ~ L~~N "~ I~TI~~l"- ,8IH~ ~~', UE f"l.,A"'~ ~ AD. REa;, I'OB":ENT & ~ '-.. .), ........ ", /) '-~ /. ';' I"'" c/..r ,.... .... .., "J" , ...... ... '~,. ,>:.' , !Q"O.c. t-n'. Gilt vcr. ,..~U"'v9d MOL f. l'~"n~~u"", (" ~.. r.- OQI. It . "- CI o . . .. 2:><4 ELOCKI~~ (~TAGGEF1:D)' ~: II~Ar II UCI1I1WllO ' , t.Vl 1t;.Il1fLl'il)U'C~.v JI'Ii1J~CL~I~ . I 11l11Ja.1VS4'IIr~,U. ~. . \. ~ "l-'\..H~ltll ' ~. I "'t:.U~.rl.U\J.'IJ .~,." , ~~' ~()~'pr.'"";';;;:~7t~ - ~i 'L : . n~ w.l-'~U' 'lJJ. ~ 1 -, ';- . Wil,,,; ""NI . 1I".lJl/ ~ ~IMIQ11Jl Q J... ~ 0"" r- HlJG~E$ /'.A1 HAOONRY l-tNK:ER [l- ;1)' llMIO 01 HA"/) -W ~ (OR EQUIVALENT) . , -"<-:-~ ..~.IF;"'r -r t SllE TO MATCl-t EEAl1 -:J1:> I ~ WOOD BEAM (SEE PLAN) _ '~!Jrl'''^rHIfIJ ,'.; I I - .c.. .;: L _ _ / . Q}- ': I: --2- _ (;. ~'x tlill".IU' 'I~^'IW, Fr '')IlllO 1 1"1 A1r. WOOD BEAM SIJPPORT' ON MASONRY WALL 5CAlE: 3/4" . 1'-rZ''' @ TYPICAL 1:16, ru DClI-"Il>I nr l'II^I. ,,....vu..ct\'"1M ollU. r ....... // '............ ~...................... ....... '~ .//-) /./ /( &CL.LE: 314" " "-<2''' , 'TYP. .iOLDOWN INST ALLA liON "YP. H4 OR SP1 INST ALLA liON . 1:2" x 8" AU - AT 4'-el" Cl.c. '?- .PI e<>><ECTORcOJ1PWW ~ h8 F.T. \J.P. PLATE '. '. . .' . ~ TRU5~ ~~NCHCR A5~rt"1el y AT 4'..",. OC. (!02,;:; · C....F.l\CllY) HIX~~E!'J KPA 18 OR EaJAL . . ~ b~1C1I 11.41 m:r~ _ f l~ \ R~'~~~ !oS tIlR '. W C(;-Nt IROM f10 10 L-C'lTfl. FO\OAID .OLID .'Cl1U SCALE; 1/2" . I'-e;l" WOOD STUD 6 FOUI-.JDATIOt-,J rtJ, lEON g, ASSQC1P{,[E8 // arCt,ltec;tur.:- lJ!ann~fl0 / <:@~ [~l'Orca:! \, 'E e!~o WJl1v@, IT 33624 , ~3) 008~m l F;,-,;,.~,r."?c'f C;~rrnfY THAT ~ HAVe R~JI", 'I" J'F""77 . 1 '7;';-\ L 1"";'('" '~'111~O' "'D 'r fO 0 - - ". '~,,' 'j;,,:JJ <c';' :.:'~:- VI', ",E 1I~ COMPliJ.. JIlli" en'I"J LL..'J'b 0,- 1 ~'c srft."'IDA.,liD 3lJILDiNG CODE. t . ,~j .. a.,.'~""'''-'''~__~''.a--..""",-..-.~..,,,,,,,,,,____,.,~__.._... ......- ~- 1_'_~'_;............._,~'...-.:r-'-~-_"'-"'-""-""""""-""""._~,aJ.&""'""""-"".I=_"""""2.lk'_,,,",,,--""'_~,~~"'....- -- "..~-........-",";.-.... ~""':,..:.ro.y..___"""''6'A''_~ .._.............~..,~......'<4'...".".... """',.,......:.' '..".".uJ,lU".~"-=-'U<'-il"''''''_-'''''''''''''' .__~."",,~.....M'__'" _....."'.....:a:..-..~...__......~~.........,...:..............r.""',...,"'.,.__......... ~~....=<:a..'~.... .....~_"".rt-......~.."'<LI!' ~~"u->=.'_...ll$A'_....."""'"''''''''......'''''''.''-2,.............,,'-...rL>-''''''_v-........,...,___...-;L_ \)~6 ,. . ., . I I',:. . : : J:] ;:, iJ~L ,....;~ : .. z:,: ~ . .-. ... (HF. B()ARC --- "--- CONC, FILLED "U. 6LOCK lUll. "} can. , - - _. --. - -- "- " . ~ E - E 4' cot/c. eLAB __\ I 0 ~ ~ &::<6 l411.4 WillM. -~ I:: & MIL. V AFOR E BARRIER~ ~ -. -f~~~L \.;jn~ - e..ex!& c:a~c BLOCK I - "S AT 24. o.c. IU GRCXJTED CELL (CEtHERED) \. CANTELIVER GABLE END WALL. OPTION A 5CALE. 3/4' . I'-Il" ,. z '" . . , (., "" ... J 7")(411 BLor--KlI-K:s ~ 48" OIC--.. , t- . . -. C 1'" 1-" ~ \1- (r,J'-. (1"~. ~/(f)t 6 (A. tv.1 6ABLI? II L" BRAe E----.,. ,4, TT AC~EO WI llZ'd NAILS '\ \1 'If 4 II Ole. IIPICA.i ,.\ SECTION , Y; ".I'_~' e.cAl E I ~INaL.e "L. u 6RACINC; DeTAIL ~--_. '1J -- ~ --q u.. ............ T. -- - .- ~,... -----..olClIt- "R \ ;,..) '<C'- \. ~ ~--..... ~ '" Dlf"[~Cl. TRUSS TO rv1A~':30r~F1Y CONr~EOTION, Er~DW ALL FOR GYF=JSlJfJl CI!JLING DIAPrlRAGM OPTION I 5C....,LE, 3/4" - I'-C" _____~::~. MIK ..;t-~_. _'_ 1-- /' .- " ..""--- ~AeLE Et--:D NAil ~FACjN6 ROOF eHE..\THINCs WOOD ROOF TRU5e-E~ GABLE END TRU.C;$ .-- ~-_. I L / / ./ /;-.- //// - :2><4 BLOCKI~ki / 8'-e;l" FRq1 END Ul/..LL / -- 2.<1} FT. u.o. FL.ATE :r I}" CONe, "1A&Ct<f<Y WIT /-- ,/ /' 11'2" PIA ANcl-iCR 80l T 8" LOt-~ Ar 4'-"" OC. (MA>O I - !6d t~A'L AT BLOCKrtlG '6d ATe" oc. - END t~AIU.:D In" M IN. (2 'f F5lJ1 ~ CEILfl'ki PIA~~RAGH : tMIL AT ," OC. ----.-I ~d COOLER t-~A'L& CR I 11]" Gu.e54 CONC. FILI.F:D "U" BLOCK WI I - ,!, COHo DIRECT TRUSS TO MASONHY ALTERNATE, END WALL FOR GYPSUM CEiliNG DIAP~iRAGM OPTION 2 ~,j.LE: 314" " 1'-'" ; I'<OCf' eHeAnm~ 7 ~ ([- '.'\ \ \ . / , \ / \ \' , 2,,4 C?tHlNiJOUO -/- \\ ~1:~~O~JCRD / I '-'1' \.'\. , /.t ' I . " . --' f---~ L_ --I,., . ---.. --~U--\--I-lr \ I 2)<4 lE'l:. eR.-~lt~ . E,t..C~j --~ END ex,- .!.rID t,O -:;<;E,j, 1ER n-:At~ i{~'-". O.c w:- /("-- 2-!ud tlA'U~ IMilV . .__.~'."._.._..,o. .-..__.....~.:..::.:.-P-...~..~.::_._-;..~.:..;_.~.'-.::.l-- ..:.:':' -'. . ,pc- o.,~riPci ~VSI OH' O. C, ... 'ICHO!l J'II "-'MIeN.( CCtIIl(CIOF'S- Wet tift II t AS 1(Ht/~ PLA r /I '.l.I1~HI I'\.JJl r.atRvss SHI'J~1S O\tll l~' rat. '(2' ~tATHI>,O t<STAllUl AS F'LA t "-../HG SQ-iW.U ,}. '/2 GlTS\.'1i Cl.G . -- 212,12' 511' IZ , F: ~ '" ~,~!:/2' Pl.,....:>OO S?~Clft H~~f L -' ----- S:OI'~()I C'l [aJAl POSf C"'- .. . SEt rRo.~p:~ 1'I.lJ4 rOllI'PlJ'I J.\'r2~~r.:.r./L _ RreiS . USlr}l."~ s~aO'u , n I[S ~c au .r- .r.:::-oou i >i;j~ J>(~ro;. TlO-'-/\' "I,W ~ fl1 I 1.YP. TiiUSS BRl\Cf!~G .~ , ~. f= -< ~ /lc'I 4.4 1'051 / lC<:>'( rl- nc.-.J'I PcJj/ eCALE: ;,e" . I -C' ~ > ,-1"..,"'.' .~ t" : c:-....\\,A.. , i'i~;~.,~.~ > I .~~ t/~t;T F(C1S I f.', .;: SYLO c.~. /1, 'i'" .,'..j [i- (O~c. !='.;' :":~:") F$:I t~~ t.......- .,". ~ ~.\.. \'jp:.J.. E~~"~~'\ , . . . , . ~--'-r-v _ .,_~_~a.-;.~ ::. ~1>".Y~j~LC'P-'~. n",rr to . ',,' . LfJ 1I_..~,.~ "J.r'CTlC>4 " 'if/J' ~l.;- ll$i..C ';.l I> , 9:--. ,f . l.-r 2_ " ~r(l ,~a; c.~,;. t,~; ~': ~,Jl l>J) l ::s k 3 ::s . .. POST DETA!L . MOlWU1111C FOUlmAllCt~ 1- '. 1---' - In" G'fF. BOAFiV . -- 2x4 51UD eE,l..RiNG WALL. AT Ib" <2'C. In" c.'TP. BOARD eECURE f'LA It: WI In" x 8" "J" BOL T5 -- AT 4'.el" OC. 1t-':8ED: !;" AT 15TCRY \\ 6" AT 1 5TCRY BASE MOLPltlG __ 6)(6 ,'.411.4 lUllJl1-~ ~ -[] . : '. .'1\',. ."'.' ~.. .... ,. ,.J .', -'L- . t. ___ ~. .,. .' tl . . · .' ~.-.--:, ~-. J: .r-,.' ---I ~- 'Xl - .' ... . ,~.,.. . III~-~ "'0" ~T ~ . -cH-~ll~ '. .-~. ~ f. '-=/11==11 6 MIL. VAPOR' ~II i-=fill r~_~ r m=-r , BARRIE~ . '-I I I ~ ". -' CLEJ>.N COMf 4CTED SEE PLAN ~~~WN "iR.E.l TE.P FeR DIM. " u.....taIl WI 1 U ru;r",,... ., t.l.R ...----- R-lI B.doTT INWLA.T1~ /- '2 X ..( 50LE ':e CONT. ,--- 8Jt-.;pe<:::N 6Ft (~T.-.c.c.eF'fD) , . TYFICAL FILLED CELL ~ . S~AB FOOTING UNDER 'NTERIOti WOOl) STUD BEARfNG WALL DETAIL . -T ,.' eCALE: 3/"" . 1'-"'" " I - "} ROD ~ ~[ '---< P A TIO/I:lOF1CJ~ OEr AIL WQ fit,))jH I t rOH CALCUL^TIN~ UPLIfT REQl'IRE:MUHS ~ . CAST -Cr~E fE P~:~'tMtT'~R'. BE/\~~ SYSTEM \, 1. Wind Zone':':'~~~irH I '\ "- 2. Ileighl obo~.'-gro~n(t...?_~~fee' /' :~: WInd loglt.- pH ss ura,_~~_ P .~",.p:" , 4,':"~hopytoc/or~_." 5. ert half or reol .span, ..- leel 6 ~ 1. f t~.-' . ver,/.onL-:__ 8.8 J eOdNet'f.!~I~ 6'-:r,00f and teHln'l~_P.S.r. A. lIem 5 )( 118m .. ~'tl,:m 3 ___PIli O. Item 6 )( 1.50...j'llerl)..,,3. ___PIli C. lIem 7 x 1.(.161 0' :; + "'6' . ___pill /. . fl[QUiRED UPLIfT lOAD (A t 8 - C) -- /' P.l.L :.~-, .:::;;-v....;.;..,,~.,~.~ ~<----- > eCALE: '" . I'-Q:l" -- '".:,\ . -..-;"",.~.. .... l_....,~ ~" .*,~--",,- - ir~ ~,. ~,". -, -<. 't*,!': ,~.< .... '..... , ; . r. " t , i 1 . , I - - J a u > a: '-'J 1.1 \'~m~ \oJ a: , t ." It ~ IJJ t; ~ a: 0 >- I a.. . <t 0 , ~ u 1" Ib Ii. Vl J ~ .g .J L...LJ Z . ct Z J @ '<t 11. . Z , lfl ~_. !D - <( OJ '-J -1 ~ , I'l c::> Q m \J' , <1 III -1 J U X <( a: -;f (( iJ 11. 0() , :> i! w --- ?- m u c:::> u ;;, 11. L...1..J w 11. I- >- 0 I l1J . I 2 OJ -0 U ,... ,.--v a: ,... <( ~ n . CD 'f to 01 . ~ aJ ~ j , I I I , I j i I I I I I ! -" ~ I ! i i I 8 i I I .{ i 0 , ;r. I 0 , ~ ! > I UJ ~ ! i I ~ i I I It. I (l ! I -1 I I- ~ I r- ~ III ~ > I ;r. a ~ 0 I :) ~ :z r- oc , <t III It. 0- I Q! -at. Q 0 0- j 0 0 U <t I 1 I I I , , I , I I I I : .. .. .. V LlJ ~ () L z -<( - G z :3 , m <{ , z ~ , -<I 0 : -1 lL l 5~!EET NO, D "2- OF- ((J ~. ~.Cc*....~.""-tI~ . . z 00 w- :rti uw <( t' l:.:r <(!: UJ~ i:~ fa~uJ ~~8 ~~o ((u" l~Z ~ ctU~ :rCJ:> -oeo 1-1-0 ~1::~ ~~a ffi~~ uOW >-~r; lO...u. woo ffiii;\tI :rUl~ _0... (j) -1 - <r ~--- ~J-l o llJ L <{ z. lY: III L G 1- <J) :=J U ~:....~""""'-_..~ ".-,~ ~".'L..'.,~,4 .-iiJii;:.~~' /': "':-...... c ",,'_ . / ./ / >:.:>. TRUSS ANCHORAGE (SEE PLANS) 8" n I 1- 1 APPROVED MASONRY UNITS (TOP COURSE ONLY) (LINTEL BLOCK) WI #5 BAR(S) AS REQUIRED BY UPLIFT TABLE, CONTINUOUS AROUND PERIMETER WHERE TIE-BEA,M EXISTS. FILLED W/ CONCRETE. HIGH STRENGTH LINTELS BY CAST -CRETE. FILL ONLY IF LOAD EXCEEDS UNFILLED SAFE LOAD CAPACITY. (1) #5 r/) BAR IN FILLED CELL, CONTINUOUS FROM THE BEAM TO FOOTING, PRECAST CONC, SILLS BY CAST-CRETE. r- CONCRETE FOUNDATION (SEE PiNS) II': II'II~ =11' I L- "=-' , 1- I -- I - II ~==I' n~i",III~IIIT i~I' 5122002 TYPICAL SECTION ~ I co ,.., bJ I ro Il1 '0 I o ('oj b I .". ,..-- . ~ I o . o I ~ ~ . co I o ~ '-t I CJl - . - , I 3'-4" ~ 1 . 3'-8" 7' -0" 2'-10" r LL liNTEL wi 1- 15 BAF 1.1 1.1 -250 11FT -. - .356 11FT ~ i$) U) :; 13'-10" Fill LiNTEl.v /1 - #5 BAR I. *909 #/FT . Indicates ibs per I,r,ear foot capacity req'Jired by precast lintel to support dead and live IO'Jds 't GC NOTE place filled cell under 011 ']irder trusses ok i$) U) :; 0250 11FT - - .956 11FT I-I I . I ILL liNTEL Wll - 15 81 ~ - - --rI -L-J I ------t-- L 7'-0" 13'-0" I *956 #/FT 1 g. *250 #/Ff, - I 8'~8" ~___~28 I-I 4'-4" 4'-4" r--r- b I cO Co I t." I f- ~- . I- 0> I t CJl I ~- . I '-" , 63' - 4" . I- I . I I I L 25'-4" 63' - 4" 13'-10" 2'-10" 7' -0" 3'-8" FilL liNTEL NI1-#S BAR II I. fill LlNTELW/1-N5 BAA 1.1 I · I I 01 *909 ,# /FT .'~56 lifT -- - 0250 lifT k i$) U) :; - o - - 0-- - '1lo i$) u) :; .956 11FT -- - .;::50 11FT *956 #/n '01 I-I F LL liNTEL N/1 --#5 GAl f-'- --- ~8__---B= I .250 #/FT I ---~ --------L---- I I I "-0" ...._A" i' I. I L-~-_ 19'-0" -----1 -----7' 12'-8' 3' - 3" l '0 I ~ ~ I o ~ ~:o I ':0 ,.., I ENGINEERED PRECAST PERIMETER BEAM SYSTEM '0 I -t 'co I o '0 I o C'''j '-t I 0\1 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 ceilinS-!2 P.S.F. A. Item B. Item C. Item 4 x item 3 x item 3 of 5 + 6 406 32 2,t4 Pitt P 1ft plft 5 x item 6 x 1.50 7 x total REQUIRED UPLIFT LOAD (A + 8 19,i P.L.F, C) tBased on 1993 revisions to section 1205 of the Standard Building Code, UPLIFT TABLE ALLOWABLE UNIFORM UPLIFT LOAD - POUNDS PER lIN. FT. 12 16 18 20 8 10 14 1 - 115 GRADE 60 1 - IS GRADE 40 2 - #5 GRADE 60 2 - 115 GRADE 40 23. 507 370 288 197 171 759 @ 271 182 156 137 5.9 373 1309 864' 959 595" 859 703" 635 488 .. 615 596' 459 417 .. 467 372 306 259 353 284 237 203 Load Table Is Based On The Following Provisions 'jlO'JdS sho...n Include ..eight of filled Approved Mosonry Unit. 2 rill Concrete ::: f'c ::: 2500 psi 0 28 doy., 3 Reinforcing Steel =: ASTM ,4615 - Grode 60 or 40 o. ind1coted, 4 Reinforcing I' placed In the top of Appro'ted Mosonry Unit with 1 ~" cover. Bottom reinforcing don not increose uplift copocity b'lsed on single spon conditio" between tte down Dolnts, 5) If Int.rpretallon of ACt Building Code ollow, \" GOVlr o\.r reinforcing rnsteod of 1';" the uplift 10<:1<:1, shown in the t<:lbl. con be Increosed 0' follows: 0) Grode 60 Reinforcing 1) Subtract 59 from tob:e volues on~ m",ltlply resulting lood by 1. 16. 2) Then re-odd 59 to volue obt'lln.d from pr.vlous step for new ollowoble Liplift lood. . 24 28 32 137 116 103 114 99 90 198 1.57 161 159 115 132 b) Grode ~o Reinforcing 1) Sam. as grod, 60 'llcepl multiply by 1.14. 2) Some 'l' grode 60. No lncre'lse Is oppllcable for 't'lJun m'lrked with on · or .., See provision 7. 6) Spon is m''lsured in feet b.tween tt, d<lwn points consisting of 1 IS(minlmum) in filled vertIcal b!<xk cell. Reinforcing sholl be adequ-:.tely emtedded In footing ond sh<:lll h'7Ve <:I s!and'lrd 9(J hook ot mid-depth or higher In beam. 7) In short spon condition. where spans occur each sid. of ., Ile do...n poln! the ollowoble uplift lo~d, are lImited by the load cop<:lclty of the tie down. Such loods ore indIcated with on 0 for grade 60 r.lnforc1ng ond with 'l .. for grade 40 reInforcing, 8) Allowable uniform uplift load may be mulflplled by 2.30 if ~ tle- be'lm <:Icls compositely with 'l filled lintel. t co I 0Cl Il1 SAFE LOAD TABLE FOR CAST-CRETE HIGH-STRENGTH PRECAST & PRESTRESSED U LINTELS LENGTH SAFE LOAD - POUNDS PER UNEAR FOOT UNFILLED 1 FILLED! 4'- IJ ( ~8") Precost 4'- 6" ( 54") Precost 5'- 4" ( 64") Precast 5'-10" ( 71J) Precast 6'- 6" ( 78") Precost ]'- 6" ( 90") Precost 9' - 4" (112") Precast 10'- 6" (126") Precost 11'- 4" (136") Precost 12'- 0" (144") Precast 13'- 4" (160") Precast 14'- (j' (1&8") Precast 14'- 8" (176") Prestressed IS'- 4" (184") Prestresud 17'- 4" (208") Preslressed 19'- 4" (232") Prestressed 1,875 Lbs. 1,860 lbs. 1,743 lbs. 1,575 lb,. 1,565 Lb.. 1,550 lbs, 1,025 Lbs, 922 lb,. 800 lbs, 750 Lbs. 651 lbs. 585 Lbs. 563 Lbs, 510 Lb,. 387 Lbs. 289 Lbs. 6,408 lbs, 4,815 lbs. 4,615 Lbs, 3,744 lb,. .3.260 lbs. 2,887 lbs, 1,7 47 Lbs, 1,333 lbs. 1,483 Lbs. 1.304 lbs. 1,018 lbs. 909 lb,. 1,341 lbs. 1,210 Lbs. 911 Lb,. 823 lb,. 1 ro.t. oo""",,cl.d by an lndep.nd.nf reslln9 labo.-alo<)'. '.cI;n9 c' Q <omIX-InO boaTt with an tf p...lm.'or 1>00"' - on. i5 l>ar in lh nnlol, or,. '5 l>ar In t~,. ~..,m. SOlid OM 'u!o <ondu<:t~ by W....n.r r. Rooell, p.r. SILVER Ol\I(S VILLl\S 2 MODEL: PASCO COUNTY ~~~~~ 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. DATE: 12-27-95 CHI<' BY: ~/ CONrRACTOR: BAY VILL1\GE BLDRS.