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HomeMy WebLinkAboutBIN A-2 PERMIT 4937 CUS'11'OM ItE'SJDE'NC'1E1 P"OIt Mlt. DONAlfUE' /' /~~~ ". -..... BAY VILLA E BUILD S , - - - ,@Copyright 1995 Bay Village Builders, Inc. ,p N: CUSTOM I CUS'fOMER: MR. DOJVAfIUE 12 sr entry <~ fiberglass shingles ~ ~ 1 z' O1.!erhang 11'-.(' DDDD DDDD [] 9'-4" DDDD DDDD [][] DDDD DDDD [] 1 Z' stucco band DDDD DDDD [][] stucco stucco stucco FROJVT ELEVATION D 1 It' sttucco band stuc c 0 stucco REAR ELEVATION PLAN?\ l'\ OAf#! .~~-..,__~ rrF;VIEHJED " h --'''''. ....../~ 9 .. i" ~~<:__~ ........... wi .,~ : U/(lJING Ot, . ~~._><__S- '1 Pr.. N3/'1l0V@; [ADDRESS: LOll 25-SIL VEJ~ OAKS ~&J' / q.~ ~p~ C\yf"; ~. LEGEND: TOTAL LIVING GARAGE COV. PATIO/ST10RAGE COV. E1NTRY '}7r-~~ ~~ DATE:4 14 ...<~_.;....~..,. ~ ~:::.. 'J :: ~ ,y 3278 1822 971 325 160 95 C'1US'11'OM RE'S'1JDE'NC.E' F'OIt Mlt. DONAH[JE' 1:!' stucco band DD oDD DD DD stucco DD DD DD DD stucco LEFT SIDE EJLEVA TION D 1 It' stucco band stucco stucco stuc co RIGHT SIDE ELEJVATION LE1GEND: TOTAL 3278 LIVIJVG 1822 R.J. LEON & ASSOCIATES architectural planning G A RA G E 9 7 1 t pa,f\,~~:honeYVist~;~r~)968_5779 CO V p~ A TIO/S TORA GE 325 t HEREBV _ TIFY 'AT I HAVE REVIEWED THE ATTACH . .f-i DESIGN AN UND I TO BE IN COMPLIANCE WITH SECTI NC 0 V E1N TR Y 1 6 0 1205 OF THE ~D R UILDING CODE. . . ~\~ [ADDRESS: L?Yi;---25 S-:;j [VE'ROAKS-n nn__ ,.nnn_.n _unn._ _ mn _ u_ -.- n,nn__nn__-n_n~~-n-~~~_nn__~nnlbATE:4Z14L95 -'--= ~BAY VILLAGE JILDEf~S "15 Bay Village Builders, Inc. OM I CUSrrOMER: MR. DONAHUE CUS~TOM RE1SIDENCE1 F'OR MRo BAY VILLAGE BUILDERS @ Copyright 1 995 Bay Village Builders, Inc. PIAN: CUSTOM I CUS'fOMER: jVf[~. DONAfIUE1 , ~, DONAHUE STORAGE (non-a/c) 16'4" X 7'4" 9' 4" flat ceil. BEDROO},/ #2 22'2" X 11'6" 9' 4" flat ceil. l 3' WALKWAY ~~ 0 UTILITY tile 9'4" flat cei~ J s~ 2 CAR GARAGE 9' 4" flat ceil. 22' WIDE DRIVEJfAY COVERED PATIO 23' X 8' vaulted ceil. ~ ~ 5;~ I 0;0 ~ ~o - ~~ I ~ 9' X l' fixed above il Z'X4' I sky-I light LJ il Z'X4' I sky-I light LJ FAMILY ROOM 1 7' 1 0" LY 1 9' 6" vaulted ceil. tile DINING ROOM 1 3' 2" X 8' 4" tile 9' 4" flat ceil. I ADDRESS: LOT' 25 SIL VER OAKS tile I- I I HIS L __ FOYER tile ulted ce' . o CJ I I I q I I I ___d COVERED ENTRY 4' WALK WAY MASTER BEDROOM 1 3' 4" X 2 1 ' 2" 9' 4" flat ceil. -l I HERS I _J II~ -~~--I_I I I I I oak edging around kitchen & utility cabs KITCHEN 13'6" X 9'2" tile vaulted ceil. },/ASTER BA T1I tile .9'4" flat ceil. l:l III ~~~ tJ ~ 8 NOTE: 12" STUCCO BAND TO RUN ENTIRE PERIMETE1R OF [lOUSE -- LE1GE1ND: TOTAL LIVING R.J. LEON & ASSOCIATES GI A RA GE architectural planning H 4139 honey vista cir. CO V p~ A TIO/S TORA GE tampa, fi 33 24 (813) 968,5779 ..f-i ! HE B CE I FY T AT I HAVE REVIEWED THE ATT,6 HED DESI A D I TO BE IN COMPLIANCE WITH SE lINt 0 V E'N TR Y 1 6 0 12050 JH S AN AF D BUILDING CODE, V. mun _, n.. nuU .\~\4~_mu. ..... ..- .1J)j~jiE: 4/14L9S- 3278 1822 971 325 1 6" L' 2 #5 rebar r3' 1 2" '-::!./ EXTERIOR WALL FOOTER 68' - 1 0)) 1 2" fin. QorOQeLj. .L 7 II I 2 #5 rebar 1-1 r-- 1 2" @ . 1 #5 downrod FOUNDATION/ PLUMBING BAY VILLAGE BUILDERS @ Copyright 1995 Bay Village Builders, Inc. f5tAN: CUSTOM I CUSTOMEF{: MJ~. DONAfIUE ~ 64' 4 ' - 1 0)) - I I I Q)I I I I I I I I I Q) 55' - 4)) 2 1 ' - 8)) ~ 1 5' - 4)) I I 17' -4)) alum, posts installed by supplier per manufacturer's specifications 8' L I I I I I I I 23' 16'-4" --------~ Q) 4)) 4" conc. sla b w / fiber mesh concrete on ,006 mil. visqueen over poisoned clean compacted fill 27' - 4- 10' ff' .. 4 2' - 1 0" 3'-8" - 2'-8" -- li--=======:J C~ 0 0 19'-2" 4'-9" - I II II @II 4 L_--1t~ Q ~ 11 '-6- 10'-11" 2'-6" - n I 2'-6" - 1'-6" - REP. 29'-4" l II II II I II I L ~~ -=if---== - - J @4"- 1'--- I, I I I 1 6' - 6" I 4" Q) I 6'-1" I 9'-4" 13' -8" 7'-10' I I I I I I L---=1l ---;:l I Q) 1 1 1 L==~_=I 1-- -2W z' 6' 2"- 1 ' - 4" 20'-8" I 18' -4)) 7 ' - 2" 23' -8)) 3 0 ' - 1 0)) 5 5 ' - 4)) I ADDRESS: LOT 25 SIL VER OAKS I I I I I IQ) I I I I I I I I I I I I I I I IQ) I 40' I I 6'-3" I 8' - 8" LEGEND: 110 TAL 3278 LIVING 1822 f1\ . ~~~~c~r~I~~~n~~:TES GARA GEl 9 71 4339 honey vista cir. CO V p~ A TI0 /51 TORA GE 325 ta a 1336 (813) 968-5779 ...fl / I ~~~IRE ~NCDEF IF~. TI~' T l:t~~Ec~~y~~~~gET~~T~TJ:g~6~ CO V EN TRY 1 60 12050 THE ST 0 p, f: II ING CODE. , ~ \~ . ___ _ un u----.-'--~ ~-n _ _--~-.--~--~--~]D 1\~tf;.:u4Z L4L .2.Q__. CUSTOM RE1SJDE'NCE1 F10R MRo DONAHUE 18'-4" r 4' ! (3'~4" 4'-10" 4'-6" 7' - 1 0" 6 8' - 1 0" t 3'-2" . t 4' ! \L o [ 1 [?J~ \ B L 0 C1K PLAN ~-~ 6' ~-I , 3'-2" ~ 1 1 ' , 3'-2" ~ 6' 3' 2" -- - 4'-10" BA-Y VILLAG E BUILDERS 2' -_ _ 2' - f-- 9' 2'- ~ 7'-2" @ Copyright 1 995 Bay Village BuildeTs, Inc. ______~_____ PIAN: CUSTOM I CUSrrOMER: MR. DONAJ-IUE1 " 55'-4" 21 '-8" u u u " r 8 ~- -- 3'-4" ~ 3'~4"1~ 1 'lj=f~ ~ -' 5' 8" .... 9'-4" 3'-2" -- -- il I I LJ il I I LJ c:=== I-- 9'-4' 3 - 2" .... 1'-8" .- l' 4" -... - - 7' - 1 0" 9'-8" -- 2'- 11'-6" -- 4'-10"-- 6'-4" I - ;04- 8" \ I-- I I L__ 4'-2" - --l I I __J I 21 ' r r-7~ i-- - :) o :><0 o CJ t 6'-3" 8'-11" I 6'-1' I ~ 16'-6" 1'-4" J I 6'-31' JI ~ -------- 7'-4" 9' 1 '-8" -... - 2' - i-- ( ~--------- D ~ CD ~( ________ ="" II~ ~ I ITDW-I~--' I I I I I I I I I ",-/'tni i I I ~ ~ I I~ REi I __,J I j 8~ t 3'-2" . 23' -8" 30'-10" 7'-4" -3'-.10"- ( f..Jt r=-l 04' -... . 1'-4,J 4'-6" ! 1'-4" J 20'-2"1 '-4" - - 24' -6" --- 4'-6" -- 1 1" -- -- LE1GE1ND: TOTAL 3278 LIVING 1822 ~ L~~~~r~I~~~~~:TES G ARA G E 9 71 tomp , :~ hO~:Y :i::~;: 1:O~:7E9 ATT c: 0 v. PAT I 0 / S TO RA G E 325 I HERE8V CERTI ,T ';.", 'tv'~:-' I,WE WITH S '(;" 0 V. EN TR Y 1 60 DESiGN t,ND Four . 11 I 1:" "L J 1205 OF THE STAI~C ;,<,D IL IN ,DE, -,,----- ~\ ~" __ =-lD AT E: _ 4 L 1 4/95 _~___ ___n______ ____~________________ _____________[_____.... __ _ _ _ u ___ _ _____ __ _ __ _____ ___ _ 'u ____ _____ __ _ __ __ _ __ __ __ ________________________ ~_______ _____n____________________ _____________~____ _ A O_D_R~S_~_;__L_Q_T~__~Q_ __ S_IL~E~I~__ _ uO;l KS1 12'-8" 6'-4" 40' 68'-10" C~USTOM RE1SIDENcE' FOJ~ MRo DONAJ-IUE ( ~ FRAMING DIMEJNSIONS )VBAY -VILLAG E ~ BUILDERS 70pyright 1995 Bay Village Builders, Inc. AN: CUST10M I CUSTOMER: }l;fR. DONAHUE -'--- I I I I 8'-6" ~ u I u u L ~~ ILr I 17'-1cJ 21 '-2" 11'-6" il I I LJ 13'-4" 22'-2" il I I LJ 10'-:5' ( 5 -5" -.. -- 3'-2" _.. 4 ____~,-;_--z:~ '-4'~ I ~ ~ I U 13' FJ' I ~ C;) 2'-9 2-4" ,-"I J _. ~ -.l -~ r l~~ !' ~ 19'-2" D W ~ 2'-2", I TDW-I~- -- I I ! -- 17'-9' -rr~ I '-10" 7 I J ! I 1'-'1, IT 5'-4" 8 , Ii J II I _ 4' --.. ~,~ ~ 1'-6"_11 - I 5" I --1 - 8'-10" L. - 4'-2" -,-- ~Ii 5'-2" RE~ /" -t~- 3'-, (- 3') - - 'I I - ~ ,j Ii I f [~I 71-8,,' r"~.,.L @ 7(- 1- 2'-6". - L ~ 18'-6" --l I 7'-8" ,.. I I J - - I r nw - - 13'-2" I I I [~1 I I I _~~~~~~,_d 8'-8" 8'-4" 8'-4" I I 13'-8" 7'-4" 28'-6" 19'-1cJ I I I II I LEGE1jVD: TO lYlL LIVI1VG GARAGE 3278 1822 971 R.J. L' & ASSOCIATES ai hi ec ral planning 33 honvistacir. CO V pi A TI0/S TORA GEl 325 tampa, fl33 4 (813) 968-5779 . 1'1 . ~ : HEREBY CERTIFY THA I f VE EVIEWED THE ATTACH DC 0 V E1N T1R Y 1 6 0 DESIGN AND FOUr~D IT TO iN C 1\ I Wll1H SECTI f\' -( 1205 OF THE 8T ANDAflD SUI G C E. . IADDRESS: LC)/[l 25 SILVER OAKS~ --- ~-"._~--~. ._- or I~U~_~~~K rs H.:\ L L ::t~1~11 LIY IW i T H i /~R~:/\d{lJ NG (OODrS,"S1~\~rf}A.RO ALL WOOK SMALL ~QMPt" 'W'Tti - ... --- -------------------- ____m ---BuH~D;!fiiJtL~l~lt~~..iti;CMmMl--------~-------~----------- -----------P-REjJAt~~~m1MlO (~Jd) N.E. c. aUllv-lMG..PL:UMBtNG:M80~t~ iAm1 ~ ,'-t..iC. cUST'OM RESJDE'NCE1 FOR MRo DONAHUE . .:~:.... ALL WORI\ SHALL COMPLY WITH PREV,~\LING CODES, STANDt\RD BU1LDiNG, PLUMBING, MECHANICAL AND N. E, C. - ----- -- - -- -- - - -- '-- -........ 'i\ ""- /' "'" C~;~ PAN PRE - lRED ~ @ ~T \ -- --(f- - - CElLI (; FAN / PRE-W RED \ / \ \ I CEILlrt' FAN PRE-WIRED / \ 8~ \~ ""-.... ALL WORK SHALL COMPLY WITH PREVldLlNG CODES. S TANO,\RD BUILDING. PLUMBING. MECHANiCAL AND N. E. C. "" il il I /~;, I Ijl ~J LJ CE~AN::::::- - /~E-WIRED - // ------- -- "'" ""- ""- ""-.... "- ----- ,/" I~ '--.. -- .~ ,- I~ W\ I . '-- L -=-d ALL WORK SHALL CUMPL Y WITH PREVAIL /NG CODES. S TANO;\RD BUILDING. PLUMBING, MECHAN'CAL AND ... E. C. -t., ......_ 4J ",' j , <5 if i / \ \ / \ \ / / \ / / I I I I I I { I I \ \ \ \ \ \ \ \ \ \ \ \ \ ~ \ \ .~ D ~ ~ \ 'J ""- /, ~ @~ \ \ \ \ \ \ \ ,/" CEILI~ AN/' PRE-WIRED ,.,-/ co~,~\.. '( w \1" t\ll ~'i()?\\\ S\\2~~t5, S\~N~~~~l\~ ?B.t.\~ 1\\'- \\~~ . ~A\)\W0, ""\c. C\\t tI'}.lP.. ~\:..\j ~l co, ,.,..-'" \)\J\lu\\'''' A\\\) ,.,.~. \J. ........ '-I -- I I q 1 I I __________L -- - - '~t, ' ~ \ \ / NOTE: ALL F'LOODLIGHTSf PRE- WIRED ONLY A ?' .11 w EJLECTRICAL PLAN - - --- ----- ~~ -~~~ ,"- :~-, ,.. ,..~~ ALL WORK SHALL COMPLY Wl1H P R l= 'I t\ \ L\ N G COO E S. S 1 t\ NO t\ R 0 BU \ LDlt{G, P LUMB\NG, MECHAN\CAL AND N, E, C. ;/ ~. 5- ~, , Z'/ ? -, _./ CJ 2c? 1~1 L, ( ~"-=_/ LE1GEND: 110 TAL LIVING GARAGE b~~~~~~E~6L~D~~~ . ftl~~tt Vi~~:I~g/\i,r',;;;j'il' Ie 0 V. P A 1110 / S 110 RA G E 12050FTHESTAADARD8:J'Gl v. ~ Z \'Jtfl CO V. E NT R Y 1 60 ~ ~ __=_~~~~_=~~=------------_-~~=-_-----~=~~-u H____n__.____ -- .- -=rb A FrE:-4~7j-4,/95------- BAY VILLAGE BUILDERS 3278 1822 971 325 -- -- - - - ALL WORK SHALL CO~1P~ Y WITH PHEVAILING CODES, STANOARD BUILDltiG. PLUMBING. MtCHANUl^~ AND N E' f' \,,' ~ of:1.'f . ~ .~,~ " '~ ,.,_~;I-r @ Copyright 1 995 Bay Village B1Lilders, IrLc. PLAN: CUSTOkJ I CUSTOME~R: MIt. DONAfIUE IADT)I~ESS: LOll 25 S~[Lvr'rt OAK~S1 cUS'11'OM RE'"S'1JDENcE' F'OR WINDO W &: DOOR SCHEDULE: WINDOWS: CODE WIDTH HEIGHT 1 8A 1 9 3/4" X 26" 18B 19 3/4" X 38 3/11' 18C 19 3/4" X 50 5/11' 18D 19 3/4" X 59" 18E 19 3/4" X 6:1' 18F 19 3/4" X 75 1/11' 24A 27 1/4" X 26' 24B 27 1/4" X 38 3/11' 24C 27 1/4" X 50 5/8" 24D 27 1/4" X 59" 24E 27 1/4" X 63" 24F 27 1/4" X 75 1/8' 32A 37 3/4" X 26' 32B 37 3/4" X 38 3/11' 32C 37 3/4" X 50 5/11' 32D 37 3/4" X 59" 32E 37 3/4" X 63" 32F 37 3/4" X 75 1/8' 46A 53 1/8' X 26' 46B 53 1/8" X 38 3/11' 46C 53 1/11' X 50 5/11' 46D 53 1/8" X 59" 46E 53 1/8" X 63" 46F 53 l/fj' X 75 1/11' DOORS: CODE TYPE R,O, 1 2' Prehung 2' Z' X6' 1 (j' 2 2'4" Prehung 2'6'X6'10" 3 2'6" Prehung 2'fj'X6'10" 4 2'fj' Prehung 2' 1 0" X6'1 0" 5 2' 1 0" Prehung 3'X6' 1 0" 6 3' Prehung 3' Z' X6' 10" 10 1'6" Bifold 1'7"X6'9" 20 2' Bifold 2'I"X6'[j' 30 2'f)' Bifold 2'1'X6'9" 40 3' Bifold 3'I"X6'9" 50 4' Bifold 4' 1"X6'9" 60 5' Bifold 5' I"X6'9" 70 6' Bifold 6' 1" X6' 9" 100 2' Pocket Per frame 200 2' Z' Pocket Per frame 300 2'4" Pocket Per fra'me 400 2'f)' Pocket Per frame 500 2'fj' Pocket Per frame 600 2' 1 0" Pocket Per f'tame 700 3' Pocket Per frame SLIDING GLASS 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" 62B 73 3/4" X 94 3/4" 82A 97 3/4" X 80 3/4" 82B 97 3/4" X 94 3/4" POCKET SLIDERS: CODE WIDTH HEIGHT 311A 38 3/8" X 80 3/4" 311B 38 3/8" X 96 3/4" 411A 50 3/fj' X 80 3/4" 411B 50 3/11' X 96 3/4" 511A 62 3/11' X 80 3/4" 511B 62 3/8" X 96 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" 821B 96 3/4" X 96 3/4" 1021A 120 3/4" X 80 3/4" 1021B 120 3/4" X 96 3/4" 622 A 74 I/Z' X 80 3/4" 622B 74 I/Z' X 96 3/4" 822A 98 1/2" X 80 3/4" 822B 98 1/2' X 96 3/4" 1022A 122 1/2' X 80 3/4" 1022B 122 I/Z' X 96 3/4" 931A 101' X 80 3/4" 931 B 101' X .96 3/4" 1231A 143" X 80 3/4" 123 1 B 1 43" X .9 6 3/4" 1531A 17[j' X 80 3/4" 1 531 B 1 79" X 96 3/4" 1242A 143 I/Z' X 80 3/4" 1242B 143 I/Z' X 96 3/4" 1642A 191 I/Z' X 80 3/4" 1642B 191 I/Z' X 96 3/4" 2042A 239 I/Z' X 80 3/4" 2042B 239 I/Z' X 96 3/4" BAY VILLAG E BUILDEr~s l) Copyright 1 995 Bay Village B'uilders, Inc. =>LAN: CUS~TOM I CUS110MER: j\;fR. DONAfIUE MR~ DONAfIUE1 u u u 9' w. X 8' h. $,g. d. I 32F 32F 32F ~ 1-1 Il VJ ~ I I I I ~ ~ tlJ LJ LJ VJ N tlJ 6' bypass VJ ~ ~[ I I - ' ID~rn- - , I I I I ct fEr. 6 w/19' arch above '"r o I ~I 0' o I I I T1 I @ I@ -~ I VJ @)~ ~ ~ ~( 0" ~ o ~ -.. 0) ~ co: t'tj ~ 'i (") ~ 32E w / 1 9" arch above I- I I L_ -l I I _J 400 . -m~ I I o c=J q I I I L 46C w/ 54" X 21' full arch ~ ~"abo'V~ I I I - __ __, _ _ ___ _Jj VJ ~ t'tj uJ ,,..li)tllJ &-L..v; ') ?i..rt ': -s' 'r:~ b. &~ b LPI)l ~- :#-.., f. ._ _~ c....tD;::, . ~ DOOR & WINDOW SCHEDU,LE1 VJ ~ CJ 32B w/ 1 [j' arch above 9' X 7' garage door 9' X 7' garage door I ADDI{ESS: L071 25 SIL VER OAKS~ LE1GE1ND: TO 7~L LIVING GARll GEl PA TIO/STORAGE1 ENTRY 160 ~DJ-\rrE: 4,/14,/95 .J, LEON & ASSO~IA1E3 architectural plannillg 4339 honey vista dr. 4 ( 13)968>5779 CO V \. a, 33 E IEWED THE An?,1 ~ . I HEREBY CE. . T AT I ~~~E ~Ol PUANCE WITH SEe IOC" 0 V DESIGN ANO Fe AI C LC G \,; E. 1205 OF THE ST,,~ " . 3278 1822 971 325 ~~ 8" ~----3' 1-'--,- ~/ I I~ ------ I ~~~//~~ . _I (UNTEL t::lOCK) WI #5 B/'.R(S) ;'S I a.-' - REOUIRED BY UPLIFT T,ABLE, CONTINUOUS rRU(?~ ^NCHO:~^GE [.]--.~. AROUND ::)Er~IMErER.. WHEr~E TIE BEAM EXISTS, i\~EE PLAN.)) I -~ FIL.LED W I CONCRETE E,~~ \ . \ : -n ------ OF'TION/~L CCURSES OF E3LOCK AS REO'D ~~bi\ ---~J \_,_ [t ----,- [L- [L ~~}J /---- PRECAST CONe. SLS BY CAsr CRETE LtIJ=r [[ (~I r- CONCRE~E FOUNDATiON (SEE PJ\N'l) iT.~--=..[rdd-'-~-'...-~;I'~'II-~~-~t. --I I I L---t/I=--=-' I 1- I -,I }'.- I r= ~ _.--,-__~-- _ :-~r ---I '1--11 --11--11 n:-:=fTT==TTT=:I i.::- HIGH STRENGTH LINTELS BY CAST CRETE Fill ONLY IF LCi\O EXCEEDS UNFILLED SA~T LOf\D CAP!-\CITY (1) #5 ~ B/\R IN ~-llLED CELL, CONTINUOUS FROM THE BEAM TO t-OOTING, _lY PIC I-\L._. S E CILQ~ 8" r-'~l ~?~ I ~~ ----- ~ /--- '1 ~-~tt;--""- ---~-------1 /1r~. lr'--~-'~' / r-- --1 I ( _L_H_~ _fR.Y~:.'s.~ ,_ ~... PfF:--.----- OPTIONAL. COUr~i()ES OF BL_OCV AS REO'D 4Ni_ ~'k)r"}VJl , f1=t=.- (C~t-=-- P..ANS) [\ : Ii ~\:]J. ---.--------- H.IG.,.H ST. :~ENGTH U~~. TELS.- BY C.AS r _~- t CR[TE rlLl_ ONl_Y W i_ClAD EXCEEDS r r UNFil_LED SAFE LC/~D 1~>\PACIIY I .: rtLb- Jliffl 1[1 i ~rr~.---'--- Pi,ECAST CON::. SILl__.' 8r CAsr CPEF L?'4-- <) L ~r--t7-Fl'-------- HIGH s 13ENI~TH Llt~TELS !3'r' , .c~\! T. f ',I f1 ' \.~RETE r-1U_ uM_ r ir- LOA.u EXCEED'') t UNFll_LED SAFT LOAD CAPt\( I i"Y SECTION "A" -- J:--------. [r-"J! ~,J.- -----,- #5 E3AR(Sl AS REOUIRED 8Y IPLlFf TABLE, c.ONflNUCUS HIGH STRENGTH LINTELS Bf C4S T CR[TE Fill. TO FOr~~,A COMPOSITE 2[t.M _S E GJ I 0 }J_~_'JJ~_ I" lOCATiONS INOCJl,TED ONLil ~) () IJ .~~ /1 ():3 I .' .._~~c.,~~,.",~~~.,_~="-,~~,,-,-~~~_~~~"~.~_~-,,,-~_<_~__~_~.~__~~r--~~~~~' ----------------Jli~~~~-----------------..r-------------- 7'-0" -------------1 r;r- 'r---r~--- I i . --- 1-- lL. - .'...... ~ /:1::, o In ('J * =.EL_ -t . - f-- I_L ........., elt:: o UJ ('J 1'- :--' . r-' I- ,--- LL ............. '~t:: o UJ f- C.,J e '* '0 ! , ,- L1. .... ........ ~t:: .. ~ co b o III f- ('J *" .. (0 (0 ~i' ~ LL ........... ,ti:: -' r-.... 'J" .... x <( -' ):) . 1) -' 'ik i 1-- ~ ", , 't: I I I j I , I I I I I I I I I I I , I I 1:1 I L-.-L-,. ..-t-n-..~- ...~-,_.. .---- · i I t--------~.. --l~______l- ;.., ~ -'", ! - " I :S ... i--- .--- ---- I ,_J _ ! _U . 'r-- !'- 56 Y) # Z ..J , '*' -.J _..J ,1' -- .L t250 #/FT, t ; r---r-- -r---- . ___ ~_.L_____________L_-__ .o...:-':'-"-,"+L...~'~" 55'-4" 21 '... L~---,--~--'--~-n-~-'-r ._--=~~'~=__=1~. ,-\" =--~====f I I . . r; eo FILL LINTEL W/ 1- #5 8Ar" =:Er · r----::: ~ f-- LL ............. -t-k "987 #/FT- -- .250 #/FT b I CO '*" -t- O ('J '1' o uJ 0J * I I J , EI FI-L LINTEl.. W/1 -#5 GAR ==:E__, . -r---=.t : *940 /I /Ff. t940 #/FT, . f-- LL '...... :~k o U-) r-J 11- * l'ldicotes ibs. per iineol- fo)t cop,JCity re!wired Of precGst lintel to sU:Jpcrt rjeod and liv~ loads, t G,c. NOT[: pace filled cell under al! girder trusses + FilL UPPEf~ UNTEL, W/1--#5 REBAR UP'PER LINTEL * ~799 II /Ff LOWEr< LINTEL '1~O~' IF'r '" L J. , I ' · fr'rLEH :-=: "A"It> I Jf CxJI I I CoI I I i I I i I I I -7'-0" )L---,---- -- ---- ----- t *2S0 !I/FT, Er-ECf---r · FIL.L LINTEL IW/1 -#5 R<\f", I ' " p,,1 c> ~ LL "-....... .~~ ['-. ('-J o '" *250 #/FT. .- ---:J tIj , -r e ! f i I I I I ,_ _.- u__ _~ -._ I I \ _fffiJ ---------i' I I f--- - LL I ! I '01 .- I I :--1 .-- . o ('J -.-"-..., --It: ~ C lD lI- I ! I I I I 1 I I I I I i I . I I I I - -----A--- - -- ~-n---------.J. t250 ,,j /r~ It! r , .f: ~2 ~SO #/FT, '--- . EJ ro :=r= e I . Ii,' I --------------~~~~=3~----------_________________L~ ' -- t________ --1.-------------------_____ ----,--~-~~-:~~----- ------ ,---------------- -----J ENGINEERED Pf~ECAS r PERIMETER REAM SYSTEM ~E c p____________________ FLO IDA ENGINEERED CONSTRUCTION PRODUCTS CORP, _..__..~_._----,---------- ---------------------.------- eXECUTIVE OFFlCf~ PHO Nt> (81 ~,)621 ,- 464 1 CHf< i~Y / ._----~ . -0 I - 0: ';1- , e -----'} I i 1 , I I I i I I bl .1 I :!I , i I I I I I i I ! I I I I ------~----~ WORKSHEE r FOR CALCULA flNG UPLlFf HEQUIREMEN fS C/\ST --CRETE PF:RIMETEH BEA~A SYSTEM , -- -- -- - -- or .. l$tll'lg l'l1 sl-<lJI 'Jod"rd 911 f Q fl. d~*n '~<Jp-:l(;ty r ,.r 'jd. 60 if ~ 11,- - -- -- -- -- -- -- - [. --.... ) F) (~ \1- ......_.~--Il:~~.~ 1. Wind Zone_~9),~PH 2. Height above ground~~_feet "'3. Wind load pressure___ 2~_p.S,F. -4. Shape fuctor_~___ 5. One half of roof span_ 20 ___feet 6. Overhon9--_~_ feet 1~ 7. Deadweight of roof ond ceiling ," P.$,F. A. Itern 5 x item 4 x item ,5 8. Item 6 x 1.50 x itBm ,3 C. Item 7 x total of 5 + 6 ,180 P 1ft ~~_P/ft __ 2~~_p 1ft REQUIRED UPLlF r LOAD (A + 8 __ 200_P.l.F, C) '8osed on 199.3 r~'>(l$lons 10 sectfon 1205 of th3 Stand(]rd 8ufldln9 Cede, UPLIFT TABLE I I i""'::':::~ll..D(;1IlI I ........ S"<.JIG 8 1 Q 1 2 ~~ '............... - ---- ---- i 1 - #5 753 507 370 2M ~IUC~~ ___ ,_____ ! 1 - IS ~2,"", i G:UDE (0 549 ,373 2n "'-:~ .--2-:--15---- BO'1 859 615lf l_-":"O'-'-"_ --.... -F 70". ,,-:~ '", . : 2 -- 15 959 635 459 ;__~~,lD~_ _~95- I ~~_~IJ" 353 ALLOWABLE UNIFCRM UPLIFT LOAD - POUNDS PER L1tL FT, ~I~- 16 1 :3 14 20 32 , I --r---- I 131 I 116 i 234 197 171 103 132 I 156 137 11. +- S9 ')0 306 2~'9 - --;;8 l~~' -~ 237 i.03 159! 132 r~ --- ~--- _! - 372 284 LOrJd Tobie Is Bosed On The Following Provisions 'j LO'J~S sh~"n IndYd.. .uil)ht of fWed ,l~pro,..j ',fOSMry Unit. 2 ritl Conclt~. ~ f'c ~ 2~OO p$1 \l 28 d")$, 3 R.oforclr'9 Slut 02 ASTI.4 ,1.615 - Grad. 60 or 40 os :ndk'J~ed. .. Re:nforclr,? Is plc,~d 'n I"'. t'=i> of .lpl>ro\.d 'A'J~onry t:nil ,...ilh 1.\ ' co....r. Bottom relnbrcll'l? don nol :"ulI,n. ,..plill c"1="Jcity boud 00 sin~l. !pon conditIo,., b.h';.n tl. ,jo'"",, pold,. 5) if :ntlllpr~tct!on of ACt 8ull-jin'l Co'~, oll<;o1\'s \" (o..r O>lr r.inforclng Instll-:ld .,f 1,\' Ih. uplift INd, $h~wn :n :11. kbl. con 1:, In(re~H.d os folio'''''; 0) Grod. 60 R.lnfcrdl'l'~ 1) S'..:btrod 5') freM lob:t ~oll,;tS 'JO,:I ,n...lllply ruuitjn'~ !o.J'; by 1 .16. 2) Than re-"dd 5') to ~Clli,;t obl'jlned from prevk>us step for n... oll"werl;,f. lJplift IO'j,j b) GN'!' .0 R.l.,fon:ln? 1) So:lln. os 1ro1. W .)(e1lpt <n'Jitlply by 1,1.. 2) S':ln",' <:IS 9r<:ld. &0. No incr.ou Is cppllc<:li):. for y.,~uu n".orktd with .,n · $u pN'iislon 1. 6) SPOl'l ;s mt'JSurlld i" tut lalwet" II. ,j.)\fn poInts (ons of 1 l5(min;m...,n) ;1'1 filled ...dk." blod, cell. R.jnforci !a od'1U<JI.ly "'1'Ilad.!.:I In footlr'!<j/ .,.,,:1 s~<lll n.]>. " st h,~k ot (l',h:l-depth or htgh.r I" '..om. n !., short 'p"n c'>."ldi!'K>nl .h..t sp<:.nl o'c'Jr ")CM srdt 0 pold 1/'.. .,Howo!:.!. upilft Io-j.j, .,r. 1Irr:[le-j by 11'l. IO<:l.j of lilt :r. ,jo..n. 'SIXh 10011 or. h,.:l!co!t.j wil1'1 on · to r1l1nforcil1" o::nd \..:ih -:I U for 9H1d. .0 r.l.,fordng. 8) AlloNobl. \lniforn' IJplitt lood m-:lf la rnl~i+lpn.,j by 2.~0 b~lT1 ,jds compostttly w71h ,] fi!!eoJ Iln!lIl. SAFE LOAD TABLE FOR CASf-CRETE HIGH-Srr~ENGTH PRECAST r~ pr~ESTRESSED U LINTELS !-----~-----------------r--- SAFE lOAD - POUNDS PER LINEAR FOOr ~--:=~'::O'T~~-~---- ~----- ~,:l;,I~~:D' ,~~ FillED' f- 4'- S. ( 5.") F'rtcosl t 1.860 Los_ ~~___;~~U~~~;~i__=~--1 ___ :::;~ ~:::- 6'- 0" ( 1!L Prtc~_______~ .___~565 -':~_ 7'- 5" ( ')<f) Prt-:;ost 1,551) Let. -_._----~-------,- 9'- ." (IIr) Pr.,.jsl -+- 1,025 lbs. _=-lO-;:-~~-tcost --=-~~-t- 922 lei, 11'- .' (D6") ?r,c"tt I 800 lb.. f--------------------.r ~--- :~:= ~~~~;; -~~:::: ------t-- ~~ ~::: . ---- t=l~'- ~' '-'-~d"TP;;~--_=-l=-==--=--~-- 5a5 lb~____ l----..!.~:-::::-!...1!2?) Pmlress..j ____~_-_-----563 lbs. ____ ! I~'- ." (1-34.) f'rulruu.j 1510 Les. '----------------.-------+-------------------- t--iE~i~i~~~ ~:::~+:::~~_==C____ ~;; ~~____ 'T.Jfa <'-fl')dWt.i~.;f bt on in'"f:1n!t''' re."~-~ lc~~o.'C.Iry. 'J.d;ra (,,1 a (O~fl~I';;. t;,e~,n ..ir~ on ~ ~W'!.'i"I()~'" t.OVU'l - OI';l t5 ;..or l!"l I"'. rirlflK. ...-n. ,., b~ il"l ~l".. t~rn. eu,td on !.~. ti;m~\.ttO~~ by ...."i.r r. "cfK.h, P 6..03 let. --.------------ 4.81 5 Les. 4,615 Lei. ~,1U U;.s. ------.._.--- ~.260 It.s. 2.8a7 Lt.I. 1,747 U;.s, 1 ,335 Lb,. 1.4Sl lbs. 1.304 Lbs. 1,1)13 '-la, -------------- )09 Lbs. I,34t lbs, 1,210 Lbs. 11 I Lt.s. 825 Us. r- #'5 BAR(S) AS REOUIRED 8Y UPUFl' TABLE, \ ~: rI---r-=r---- j:~~L-l--:'= ~~I~rs /!I_-_~]=:_-~~= _=[__=I:1j~ ~g~~,~<~O~\LLF:tJ --I TO FOOTING _~5 8AR BEAM 5TLJ~__QQWlLIIE BEAM DEl ~-'L o 1< E S . ! .. {' !:N T >>:,M~)1 ;:F:~4 ;~~~AE~,:~IL;-~ ~;,;~,n~) (~':);,:'1!:H. 'f lL\ Y \' ILL, '\ ( ; E <>,- ....~~..;&.~:>...~:;;..'~~"""""~c~~.~.~~~~~...;._~_','_~;:k~~__..~:...Ji;",:_t.lO._~~~..~<;..:e....:c.....~'.~,...:J;:;..J:~.""";;::.;.;...Jl4l;'_...._.....~..".t.....l.l:~..1~~A..:.""__..:i;.~":\t<~.~~..:._.<_;..~~~.....;...&;............:.::...I>'f.':::;O"'".'"--."':-.~.__",::;...;;,,;,_'.:;~...lS..~~~~~-.k_.,~.;;......."~.....;..._1....:....~:~~,.~"""~~...~...!:.;.a.___~.;.:..l~~,~~":r..~.:L..;..:~,__~..;.>;;.~.:._c~.:_~..........r~..~.~...:-_.~....~....,_~.~~_"'_Loi-...;:..:~~~ nLI :; .-..._')j,-:'~'; /~ --~. p~ e.u~f"~O !lV, 11'!Js.!, At :.. te. r---- "'.1111~%.urC<<IR.'e C4'lflCHIL, / ,-'-- - 2,. elOCKlIlC / ~ ',.<"..G6EF'!.[> e Hll.f Et~ / ',' 1~l~!5 ~'-.'- F1-.8 El.bINH~D W.tW$S At 74' "L. / ~.m;:J qH'~~'~',ItJc-. ..oR bJr" 'c\' .'t"00R J,~, l ':'i",L.o,. ehA.LL E~ nwt ~..O. f2.-.)] ~lfJ~~ n~Jl-illrl[~ ..u.I.i;fl.r~J laM ,t2.t:'.,J ~-~ } ~:(;:;;J'~ '-- ",.,., lr'I~Al'a~ IR-30 Of"'ft<'~~AU . ~ e..LC<K!t~ , / ,r- S'I<oU~M!O OCT~tEl' " ,.' /,. 1~,1!-U r-' ,I,.,;j'" !UN'=! N.J(JICR /..f t:A(:I~ tR\J~! $Ee~;.fJ "/ / !>[c! TN~! ~t:INEF.Rft4 EAcl4 t1CO~L c: k9 ~I;IF'C Tf<V!!o IJOlDDOJl~ ~. CllO.5 ,.. / ,///. t J ,..)Jl~ V:hlS ~ / / .. F---~I~!AC' \.~e !1-:ll-lCsll:~ "'.. '., V ./ //-;._. l~ It) ~IH:\,H T ~ "0. ,.,./"'~ '/,/__ h>f)~' K..HO. ~1-1<AtHit-k:1 r /-,.- ~ / / f?Sx:;\!\A7\? -/\ - EU!VAtl~ VME' ,r;;"::~"" <->.J_~..,- ~ ~ ~'- \ to? C~ H~ R" (rOR ,,~~o r \ \ e:'OCXih::i) i \~--- .!lu-. DR,P ~C>GE! 111' Gl ~ __-1 \ \ ~ElLlttl D'API~1 '- ~d C:C-ot,.I:H tt4'l! - YAR'ES, - :,,~ 6IJ6.F~S(..rA ~~ "lle~. . '" O,C. e.Ee ~o;: WI Al1l1. "M-cIA TO l'I"D"~ IlIAll PLA~ ' .J.LltlfNI.:N 5a'+1f 1;.1 Pf NAiLER -- / '/~' CR'T\t!.tlL ----/ .~ ..... . SltJGlE ,,")(4" CHIPPlt SlUO r)Plc^'- l . \ , r /.--:.. 1~~.'CJ..-..aNjCI-CI\ ..tf eI.cH 'PU!>'i / !..ee 1AJ~~ !.Iblllt:!:.r~;tl(\ ~M:IJ r-OC'l'l / " f~R ,~''1:G'''C 1"'~~!1 ..lOtpoOlk /' ' / Rl;o::li):rt ';l1E1H ~ , /' , /,,- ,--:,>~:"',/ /j', /~. ::'::::='~:~,. , .....~"1..... ',r- I!/)" ,.-Il1lCl. ~~eAn~lhA ! ~f~~X'~~X/'~)?;~~;;>:"'- ' : t., \,~i/\ lfntt ~ ,/ I r-!~c-.!'d~"'/, '~-'~-I'~/j~; " '"~[''' ---- --;ir~~~;:~E_~_.-~-~ I 't:o ~'.4x. .- , __ _', ~ ''--'', I ro" I>tAc.GI',J;1: .. 4 " e-\..;:>CJ<ltlQ / : <_ '=--'~ ':'-"" '.... i c' "" "--- ~\J'1. CR,P" r:PGI:: lI10 G'f"~1 -- . , ~ cJ COI..""l,"R NAil!> -', . - -., .=-:. ~J . C'~ ~t10!>" . ,. 0(' ~,EE r<ot'-"" "- ft' ~ .DO FRd1 :.IL.~i J _ ~.1..:~~ ;-- ' 1(Jf" ruf! ------ (J' ''--- /,l\J'1IH.H ~Hlr '.1.~ !>n..v5 . , ~f' 1.1' . - ~ 1 x't:"!cR f't-l'~IJ ':'''l'' 5l"eA1HilJoj ,/ "'~ Ee ~EC. ',,11 cs: ""EC~,. Fef? PAf.-pI.t" ''''~EL \ 0,J1REJ-;ENT' ~::':::L~\ ~~:: ~ ~'- t:\t-~ \~~ :~::~~l~:;' ):.4' IJ-" PJ'tD Jtr .G _._'. :. ~ /- ,,:X :{'Olt Ie COH, ,~=~,I.J<:",~ \_,._'-!f'l-"'E. ~~of'~.hl!-e_ - - ---'k- , -\~.y:..~:l\:-ig, -7r\-\~-'---~l!E D!f,' ~IH,DA OFfJ. '.:.E13 !lV. H 0<' t RJSo~E5 --' ' ,~; ~ r~R ~~EC tJO./!l OR rJl H ;0 ~'e- '- ' I . \f " - ~ , ... ~ Of'" ()t' O'J WALL , ~~ ~~~,~C~~.tr;~:(,~'A5TflJ:~:-::; -=,'- )~~E . -- - -,' ,-- - -. . t~" - - t~./C , "-UO '\JO ['f..OO< '" '"' ~--= : jI !.",& C:.tlf, ~aA" - I ..... 1I~' a,F', 8O.I.FV -___j '~: , r- ~ ~ ) ~tV R.' .AtJ-01t.. IN~A., 0" . ''(;~ !HlE.R1OR ~ e.lOC.K -i- -y~,. - \~ k'.\L'.~ -- .- " 'f V. , -.' ~ !,... Pf t{AILE''' ---. =~ ... ~ ~ - :\ woo "".. ~- ,-- '\ \ 'h / "'t; ~.O:;';;.':''OO< to.. F1.N<) :::f~:~ ~;r~~< \ ~. ~ / ___ . .\>-:- ...."""'...... .... ElEVA"""" .,'-/. [I j ~ Elih" .: roF'~~Ae -. ':: .. ~..;.. .~ ~ :.:.: ~ . ,.-:.:; ~ I: ,--' -;:,.- ~ __po : -+ : -....:..... '. - . " -. --"'- ~~CfRelOCK I II' II I . . " ,. '-:;IJ~~nJ -.i]~-n-~'~ :~_ :~rE;, , BARRIER --:: -:: t ... T.'" - FOIe.a-t TI~4TED '---fJ J-~ ~'. ~ J [t 'FiU ~~~ ~:~~ ~ - Tr:~'ff.\":':' .'..:.- 1--':" - ~ " .,..,m==I Ir:1 J I.::.j II~fiT'[ -I; , ., '" t'.&" ---r CO\-~R , TYPI~AL ~f9-~ . :r6RY W AL.L SECTI ~, ~r~ lU . ," CQHC. e-LA~ - _,~ nff: 6...6 1.,4/1,.4 \lJtLJ!..,.~- ~ ~ . iI ._,/ ~ I:.~ ,/ I ,: J EUV '.E)' :'~ :X: --.~. ',.1' :.~.~. .~: ~ ~ ~ ~(,; 1-' iTjl-'1 :: ..., :,". ,I: - -.t' ~!ff" l. ~n-'1 ' i':~.,;:.~. iiii--=- T11:' . ,~- ... - ru- · HIL. '''A1~i'-:~ ~~rrt-: . Jr "L- 'B^~'~ft r -,i '--J ,-, ~ -~. )" CC'v'tR CU-lC, F001 H.. -' I ' ......- Cl!A', C~t1r"AC1ED tuI 2 . '!'> co~, '", I"O.!>af l~NeO . ".e' filL A' 4;~AT~ MONO-FOOTING ~ff~o STORY WALL' /.. -----------;,;;:i ;;;;:7.;; '>;; 'i~~-;;l ! ltc \!(1'-~f , OHiC,&, 0.: nt4:l3~ ..l'.". }j~ 0'. '-'I' \lJ1ct: (j. "t': . .: -. ~im.~n t~~ ::d1lI!41@ li.B~ l_:!.~~o I, .f: e'-t" 4 ~f--)-~1~~~~ ~O '---"" K. . ""J'llL 1'OO'l:lI ,_u~ -- 2,-1. ~Ja.,".I.$CIA WI ,\llJ1 ".\$('.// -----------.-- - - ~.~ I>l'" (L "'~, U~ 'NYE'RIC-R OF ~t.ock U!At.L!:l ;r~~f \" I"WJ C.t.P....,clrY . IU., ptj: r-~';r t,LL ,I 1L[,,\ I '[' L_", L I--J--,-_Lrf.. f---' [~_L I r-~. - ',----' ----......-- _--L__ 1-1--'" - L . l: ~~.::r_-: "- .:..- ;..~ ~ .:..:.~ ~ :.... ~~. '.' }[ J~l. :L. ~~ t~~l~~ ~s .. H~/=,7f:r~[=r t - 't-. -~ " , .. ftU ; "--- loll} f~T "'EB.t.,R ---'" - - __ _.:..J ~~. LaY.. fA lEe; . 6€!: tkJH! tJO 1 I" J ]__Ig"-_I."5 Vlmr. REE'.AR -----------~H~.[- -1 : _I_ J~ ... IU C"RO'J~ED CELL L I b, A--rP .........- &. caJc. HM, um (Q(1) ------- I--r-- --~v--..Lt- t-L---- ;~ OF'ENl}~ ~e~Jj~J~'.t>. J cu./f::, fIt LED '\J' BLocK !l.lI ,.~ co,f. f.1:.BAF< ... ' /' .,.... I t /. ~':-..l'(), 0..,;>-:0'j> . '~~'\-;' , 0.... '-"""" ....- '..... ",/ '.... .. SIWl~OU IJAH04? , ~ ,.,.RECAM LINTEL eeAl1 Ov1!R YL~ '_ HMo. iRl' IUAlL or-"!~. (~e'! ~F1:C~,: ALt.H. F~'1E~ 'lIItJoOl1lI1JI XJ:'EEN _ 1M! tM, ~ oU>>. .-to -- ~'TAOIF.l-'EHf 6CI~Ottl') -- /~"'- PM:CMT Cot-:C !r'll I I 13 ~ ~ '" I~ ~ I'! ~ ~ ~ 8 L ./ ~/ .-.r "'.., '. ""'. I ,,~ f - !-.. ::< ,.- " , '} .. '.., -".... '), ~;1~4I'SON ~l7 r^.slf)(' " : .' \ , flii!/'~'<' -..... ;~.. - '"S.~- '{3 ~" W '1.>1 W..: -~", \ .U-~>:," .,' G~: , .(l'.: <' ft :',.~'1 :~ , 't ,; ~ ~. <a ~ u I f@ ~~:.~I ~ I, 6 ~ r"~ . <::::> 0: ~' m \.. /'"' . I :",...,. ~', ~ : ;":: <:::[ :d x' .... \l ,J". II Q ," "-".J :J :r( . t ~ t1.~ , fil ~~' ~ 1_: ;j ~ ~,.. R ~L. a: gi :;~(' 'Il -( ~;..,ti . g \ \. 0011111 r: II[MlfH ~~ ." 1\ ~. ~~ II)/ ,~; I'll'; ,-r.l. nOl, r'l^lr: I ~ ~ f3 .. aw ~~? . ~~t ~~ f ~~~ ~~v ;~! ~~~ ~e~ ~~t ;~~ti . )oi ~ u; , ' .......'" .~ '\. -. (:UH I ~Ol i ," I'AIII)./) .' ,""-- -. e"e",lf r.0l-iC eLOCl<: / r," .Jllr~~' 1\ ["";'~ Ir::~' fF-~ ['""~fi:::""~r'" ~ ~ I . 1-" 1./",1' .)) =~-~ or: ]I ,:c'!.' I 4 \ I _ ___I 1=..-:, ,/,,,, \c:-:~ t-= r \ ;~~ \~", I ,,~\ r,'o' (UPLIPT'CC~~CTrct~i}i ;--- INT. HEADER SCHEDULE ;':-~~~~-~-2~:;;"-:~:--:'.":;':::: OPUlItlG SI7.E li(AOfU -SIZf-'-~ ~JC::.'!:::::r':t.."'..:3-z--:::..::.~-::...-__~ ~~~::r:.::::.=...---:--=u-~--:: UP ro J'-~" 2 - 2-):0" -'-~5" TO 5'-~ - -"2 - 2"xO" --. f!)<TEP'?fOP. FIl~'~ f!-I!E !li!yAtlo~5) ,~- 1'401'1:&. I. I!Ac.~ JAMe ci: OF'EHilhe TO ee F1!rtrORCED IUIm 1-"5 VERTC.tJ.. IN GR04JTI:O cell. 2. f~CA&f LINTeL r~ Or"~Nlth6 c;.r;1=.l.tER ll.lh~ 6'.c' TO \-lAve ~ CC~.:cR e~ IUTO _''''J-~ t.& C.O.~ut ,,' )(1'. OR 1{,"x:6' caJC. MA6, t..N1 T RJLLl' ~n:.D- ... C~c.. et.AB .-- - ,.- ~ DIl.l.. 'tJI .c>' St~. 1<ocK (~eE F1..AN) L FfG, T aEAR ING '~ - .- e..e,,'to ~!;t<e: e.Loc.( --.t tv~. MASoNRY LINtEL , , 5'-S- )( ll'-6" 5C..\U::, 3/8" - 1'-0" '-- .' n:-r TO t2'-6" " Ill"lClot 51v!.fR lfE'!~' &1."&. "CJ~>>1lC 1U fl.OO~ .l..a 'U.I u.. ON! 1<011 c, ll.! CIUlCCP '0 fV1U1 aIH~, ~'~rL l~r tllUfl CfJUl11C TH. l~ -" · I _", -.4 ,.-_ ~ ',r ~ ., - - :.. - - - - _~_ - , I ---- J..--VAltU I~U FtOCIt PU~-6_ l (Q~ TYPICAL FTC,. ' \:!7.~6UNKEN 61-10UJER-- ... 0'.(.' p,,"~, Af'1-l<dHfj) N;1l t.e:A ok'll .,kA , .~1!aJl~[) AT LoAb t3cAf~lr-k;; WALL ,/( " rnu'ss'l--JOiITr-r"UPUff ~tONm~c_~- , TYPE., ,0 tin. Las'" ';-. lioN " ' -- -' -------,-- '=Fn-- ~ :~ter.4't"'~6' "I!,AlL _..:.~ _~ t1--:.., . 4~ ,ETAta", , , '7~ f'.1.rL,l:E.IoiC 'EO~:~ --'ro , , . , F ~ -, 749 " '. ETA t 6.." : i' ) / //'r...-.. ~. eOll&.4' 4C - &.......... n f lOt. n.e RE(U& 4' COHCI'lll!oLle . . .', r-:-:, c-- --:-: 374 :::-:::-efAla:-;:-- /' '"PLY 1~6-~~ / / //~_"/) .... J (.(J!iC.~~B1f ...... N..LB, lItE ~~~~~EP ~-~~. _C~~ D~: "~ \~~~~ '-,,;..:if~!i~; ~.'.,; '~fft .. /5,' ;ttco ~r:1!i\:. ""1 "'("LL[ \: i~r"~\",.\u- - '-1 '.....:._~ '- q:-:.. .:.:.:.'::'X. 9~ !'::'_.E.~:,:,::'." f:-~~ . / /1 !""';:fti"F~--::--!:--:: -- ~ \ ~D <.~~" {:'F '--::-::~'.-::-j ."-I"'\k :~;. ,tl.~~:::,~~~ :.)i~~~~:~;/. '> ;;t1t, ~J ,j ~;/; / I. n~:: .~. u ~. u ~ ~ ' ~ <~q;~' ~---.:--::.:: u , ' ,- I ,.""... '''' J ~"'. j ~ ~~. -E""7,~ -:-', -A---V ~:42S:-1 ''-'.1 .-:/, /' ":/" -~ ..~tlf:r' '\,.-// -..! -- - L .:J.b _,_,u,___ C,!'lCW,;ltfo - _~' _ " I...-=... ;." 1+-~~.L:.,"gllOC.R PI.J,I-(J ~ --. . :~~_. t.., 1~J..e.5 v ',,- I. "~Dle ~~\1~if~C,~~ ~:;RltlG 8D~T~~:'VrG, ~-"- (~~~~t,.:~:;9~ -- ~ w'; c:,~ . --;-- -- ~.;- ~-~ -:/ I' Tl'REe ~ r -" -- ;';";.';~.c::;"e'.;:ifr"""'~ ...... ~r"'i~ .....ALt.-,.j) () ~'_ /_iii~ :"~&I~~~Zf;~j:'t:,' "';~~""'E'AW t~ ~.:~ :S' .~!~~;~;~:~~;~, -,---~-~--~, ----~--------~~~---- ~-"~-~~~--==- lU ~ __ ~ .'.~ -7 ~ ',~~J.~:~,~ 2.=, :.t~ ~~ ;ET"/:'~;-/ ::~.' ~ F~ a--:8HB. "C~~Cfl[;E~.1.8 ~ ~~:::'lOC.:~~~ NJiJ .'Co::HC$ITt'ft..O'- .~ r'\." $';;:, io.,j" 'is . ---- --'';--- --:-1'- ---,..--... ': r, 'IN 1!....OF&1 ,,,.. ',J '" rrn.&;-O"~I .\--1.;oJ '. ~ :"'.'.... u Ct..:.:.... "'1~..~4~3 ~"EfA14: '. " .;; C',ilti....u.f,:u <:.ll~IFtAlfP CytMI~E.llro. '~"U-". .. .~~,-:- ,,' .;::.". '. ~-,:'-:" ',"":7,:;;::7: J';,~ '~l'lO~C.l~ ,1..l- -Jil i~~~~j~U-- 1 t';Z"JJJj>>i'l1- ~'-'l,. .. ~ - .~. . ~-. . ~G~ ~-A:J;-;:" ',; ffi12,.3~J1E~A20~" {,f,~' .....IO,':H.JlH.,. ~ ~!l EC"J.& I] Itf:;l'J.A .~~,.~~ -. ' _' _.-~ '::-_~I ,}W...."", ' 'N' "~ -------;;. -~-- ...'-":... fr.- '-..~ 'f"".; -f - ------ --~. ... '.-o? ";J" ;.1, v, ".~ ".,>,.... e7;~f~ dETA2O.,'.~ ~,: :::,;,; _ _ _ _ _ _ ' . ,.> , :.,,:2': :::~-: :;~;~)~ ~;:t'fli't.;: ~p(~ tYPICAL II'''~. \LtA-rluN '~TO w~ ':--J=J' - ~~,<~ ---~.- . /. ,11. . l==-=-c- I 't' ". :i. 61-1~v I Q. ; I..JOLDOWN DE1'AIL 6) 2nd FLO()rl .: ~'..:~ ~ Xo;,,__ ~:~ ~~ ".~:M~B~'_" ~:,!n:...~ GO~~GRr TE /" H!>F.f~"~Rtlt_~._ 7 ~Jmtl l~~IJ ~~~~~.;f!:.~~.- .~!Jjl Jc~!c"lMl.IfT~ .~ ,-;~ ._. ~'. ~~ Ld :', " _ INTeRIOR r.lEARI"'G WALL ,:"""". ".0",,", "''''',.''" Oo:'.E:rA14~', {.'..; ,. <.It.. O( < 11Y:t:AM Cl~C~",6 ---' ",_1,,_0_ .."...-'".. _l6 J:-~"'1'T 1'1 ","; --_/ _li--._ 'lll ''" ..;~'", .\;"., :':': SUPPORTING RbOF t:RAMiNG,::~;,:..:~-:->:.~~'i~~;-~f~n;~,r::. (i11;rREQU~~~i:l: ,3~~)'~-~~ 3~' 01'.". L---rJ\ ,. (O~ nPICALF11' . CO\ TYPICAkjTfI ; c~e~)~' <or ,t'~':,:", ---- ~--- OOlE, 3M' .,,:~-:- t ~~~~\~!.t(~~6:}.~tt::~~~~~~i~lt;,~~a~w \::\b' ;;~~.:<~TU, c~~~,~-;:~. ~- l (~o/-.~~~,.-:-~J(~~,,~ a~hi ~~ a)~~O.fU:i.ntL.~~\J.~ .' ":/::'" ~. .'r~1~&~ I . . . . _______________.___ -'-__~~'_____,_-~-~.o_. .----- ;J;;:..-_.~_-~..~~~~; ~Vr~~~~j~ ~~~~i~~..: "f:.i.t),:..r ...' ,.~~\1,\~~,~ . . ....:.. , . . .~.~ '\".1., ,. . '.'.',' ,.,'.';.;,: .. .'; .,' -~-~~~~~~~n~~_~.L~~~~~~~~~~~~Fr~~_-_~-~~_~G_~_~__~~~---~~~'~~~~~'~-~~---~~-~~~~~_~~_~_~~_~_~~__._~__L__~_~_~~~:~ ~~~~,~~~.~~~~~~ ' . ,.,' ' , .-'.... . i' '. .' . ' ".' ' . , . .' . ' . , .' ': . . DESIJ~NANf)f9UNQIH !=> \ <:QMPlW'iQ.EWITH,:,~\lT19!~,- ~ "'. ..' "')~<;': >c:~~::"":'> I ' . . 1?~s,.OfTHE~TANDARDe. I 9QOOE. ~ .; '.,~c:~'..:;',)/.;.' >. -/. j", . ':" ,,' , '> " ,\ ' : c. '.:. .. . < > ' ':.,~, " ~~~::~., '} ";l~~i~li;f ,- '(, . '. :/ ,)1. ~. ",," _~ _/ - , ~ " . ."....:. ' ',,t- \ l-'" \/ERr. ~I'.MR6 ~ \ t3 ll~& . 12. or;.---~~ TYJ:1.MASONtlY ooLUMN OCALe, ,- _ 1'.",- . " 1,-. 1/1" GYP. 60~ ----In" Gl'P, eoARO eECtJ~ Ft...\lE tlJ/ ~ -- 1 x'" elUce AT !~.o.c. In" x 8" -J~ BOLTe R-II aAn INWLAtlctj Ar ..t'.",. o,c. lt1e~o, 5-' AT I MOR.,.. f- 2 )( .4 eoLE Ie CCNT. b- AT 2 6TCRY - CClD )Ol1'4r aAei: Holblt-h -_ ! 6x~ '..4I1..4l.1J.1JJM';b / ~$ _( or- . ". ~__ . EL '0' !!!..'.~_" ~ a.: e-LA8 , _ ":'-4--'. ',.-!-, . ~ :.~ -: :.:. ..~ ~.. ~ . . . lr,.' . ", '.' ,~ .~ ~ 'i :;~I~;~n; IJiMiIr ~lD!I~lli~~ @~~..~: ~'I I'.~" ...............- cLe.AN cct1PACTEO cctJc~rvorlN<l ---- Fo:5cilt~A1i:D tlJI 2 . ~ ca-~r. j!llL AT I&lORY ~D J.r 2 6TCRY n vi' 'POlit 0" e-lOCIC IU.ll- _1--- J/.' ~fC!H ___ 1 I -:>."'" 1------ J I W'Jf,_._ ... /' ,-------- ~ ' ...w.. / ~.'r~U lUMP f2-+-'. / .I' . elOCKSllCIiO/ ~ _~ .-a, '~k:~V1 ,:roCW~ ffi n L' ~.Il~4'C>~ D f'1'P!CAL '<i) --3- GARAGECeOR ...;;e 6 "1l"ll """VI -------------""""--- ~ IU, ~ e,f,q U'N', mOM '1" fO L1>HfL F'O~EO e.oLl!) ------~--------- .' :OIiC.HlI! t4 Je hfll, z.oo Pal a.fA rlit.ATt,P COI',",/.I;IED H,l .Xf, ~ro 1lJ1 \O"'[~U -- ~ t>u.L u. /"'" 10' 5fO. llOok '(UI! rLnO .......... . ,.' ~ tI",.e..!6 CU~ eLOCK -/' >- ExtIR'OR flt~l",*. Ie-EE ElFYA1Ict~5,' .' <':l1ll ~;{ 'I ~ ~ - ~ ~ ~ .... CCtJe, e.LA8 --~~ ~ II'" ",..,a lA, 'A UJ,UJ1'. ~ ~ ~ [I" ELEV t.", '''''' "" &l...... ~": - 0: ~ -. --'<.---.. ..,,- .' , ~_,_~ . ~.~'')_ ...;. ':, ':'")d:1 f : 'l-:~t ().. .: '..: .. (. :: ::.. . 'll~ ':.' ~ ~ 1 '~IWl ::......~:,':.. ',,: :0 ~I ?-1 1 -;--- . .. -- 1-' ~ ''i~t. ,:~;:<, .? .. =rr -, . H~ y~~~~- ~rr~' Jr--r- eARR.iE~ / t I i-I I 1-;- ~ '--- )- COlER t', ... COH;:. r~oQ' 11'1<:'. -- ,---- . . ~ CLEAH CGt'l"ACtl!~ lit" . .,. Cct~r. r"f<XJt' l~A'EO Fill _ L .f 8------j ~ .,'. ~~'~,'f~': ,~~ '., _ ,111 .~j .. ED :~~::L~TG" ,-~- ~ DIlL llJI '0' ~f,;).I-l<Xi<: I!e.'" f'tJN: , /.- a....e..16 CU~ e.L0'".J< /' /' ,/- -- F.>O ;C~ FIt,jI(>I~ ''',I:I:' f.l EVA1:U~~) /' .. ,/ -...' . fD"}- TYPICAL' ~ -~ILLED -cELl--- .-+. ~ . TOP as e.l,t~ ,~-+ t ------ ~ ---.----- ----- I I , -i ,,:" GAI:t~GE FI~EW ALL bET AIL 5CAlE: 3/.4- 0 ",,,- r ALTERNATl: MoNO-FOOTING A TONE STOJ:lY WALL: - -. - -----~----..------t ~le', 3/1' ,; I', f'" , 1 -~r-f.- - 1 X .. eeL!: ~ ceNt. \\ -'--.-. ~~~,--~- ---7- / F~{)cR .:CHH----/ I <' :,' . ,- ~,--- - L--~ fl> '1 :< 4 1 ... -- ]x4 eTVO e(!ARIN(i -- '.1lALL AT l6' ~.C '. '-, '~J~ , : : < ~,- , " : \ ~. " , < , ",''; 1 , '. ;:-. ".~ . " "i \l"~~" .~" 'i~<', ,.,,;'i'~ -_ - .. ,'; ~"~ r ,f, , !,' : t'. J.^' 'Jt. ':- ~.! . : .' '. "l ''':'.',':l ;'~;';'1~-' "t:. ~ .: I, _ 1 -'.'" ~' " !- . t '. . I "::(-' . .. .~ t '- ~ > ; ~ .;;.. ,. z - ?"x 10- 2 - :rxtz" r----.--- '---' A' COf:G H..'\IJ .1')0 ~ ; IlIfllUlIJ leI( I~ ~1' w avl~' M~ V ^,i: ~~;ff1 C~t=tEO'll"'- , ,I_ .~. ~..... I a.IUDt \ -, =-;;-~-=-=-':;O;: I ----;r--... ~-~~ -1.. ....r-.' .... . _t J'J _..~ -;i -.. I \(.I' x )c)' CC1Jt\-'-. ~ ' CClooC Hlll!ii " I ., lilU!4~hl) .. - - '!' - -, O:iC'.v;i:tt, /, . . 1" ,.,." -----.... ..f ./ ~ft E?~A~:fv~::~~ti '--./ ~ "<< o % Q ~ ~ ; , } ~ ,. ( ~ ...... ~ ~' ~ () t.:. <t :~ . ).. , a:r ~. ~ _ .'~, ",i', r ~o o ~ 81 q., -. ---..--- --- ;..-------- ~------'----_._-~ M ~U"t~ H~ lUll p " PlArl"'~R'.:P 1/11\.4 'Y.'l:' Al .'Q' 0&_ "COI',.,:./tll!fUA "~ MH.~P&l aYl~ IltUTl'J) ConP;I.C TU" U tx) k;1lO t.I.J1 l Ie,. EO~AUJ' 8- - -- - ~; ~ ,'--b-- - , . '1S;~~~ ~- _. :,U ~E.eAA ---" , 'f ..! O!i C,u,:R1 1+- - --, '. , (2\ TYPICAL FTG . ~J t10NO~B~lU-:-~'OR()P . ' , ;4'f".~ - ' ~, /;~f:~$>:~', '~;_ - c~. ," ..t.. ~'.... >t,'. .", ,"" '. \ '. ' " <J, ":., .." 1t . ' " J. ..-.... ,,> . . '(, ...... - .--.:..-....- " ' ~ :~ ,,,....-~-- " " :';."" . ' " '>': f,' . :':F' " "\ .". ",' ~ '. ' f,;.j' "," , '-""1,?r-. ' l.,''-.,~ ,.~.;c t , ':-:"f"' '-" ;.: ,I'" :. ,,~ - ',. ~--~ ,~,-, , ,~ 1.-': :;~ j' ~ . " "I , '" ), ~.: , $.., '.1 I :.} " , j , ~. i I J I i . ~' I . , I < f ' i . ~ i I' , ,'l I . . I . ", , ';" r., .' , ~ '''.;' '"' '.J "">'.; :::-,:' >~ , . , ! ,~.~ ~'. ~ . ::) ~ f: , . (' j '~,~ ~ ~ -,4.:,.' , ;f' \ -, " ~ .. ' t.' r ...... ' ~ 'It ;;.:~- , ;"',; , ',\ ~,~ '~'-':,: ; WQBK5JjRI fOR CAlCUlMltl~.uf'1ln RE:QUll~pl[tHS '\. C..A-ST - C HE T y'/ P ;,-r{ll>tPER B ;PM S Y STEfA \ ""'(-~:Ind lone~~_~:;;~ 7 ~.(..~ 2. It.i~h1 obo~ 9r'o~114~-=-15 _ fe., / ':~W[nd 10 pr.ssure~~p.,s. I . Shapy aclor.__~__ ", '" z s~o ~alf 01 rcol 5pan~::+' -- h., :2 J 6. yO 4009 I. fe~~ . f J 7. 'Qd,U)~ o:~/or~ and cellln<J~__p.S,f. - :- 0 H"'~ we, A, lI.rn 5 x lIern 4.~ern J __P/fI - I (2$' I,d ".IIl),/') D, Item 6 l( \,Sq.<trllen,3 ___P/ft olJosr DETAIL c, 1I.1ll 7 x j.Qld'i of 5 .. 6 __P/I' i !JOJl l11J9__E9J!l{OA 1l9H Il[QUIRrO ~lrJ lO,lO (A ~ B .. C) ___P.l.F. Ai!r.~,J. LEON &~'~Ogl:~3 , . ' ' 4339 honey vi~ cl~ ~~~~-~~~~~---~--~-~_.~~~-~~w.~~~~__~~~~.~_~~~u_,~____~~'~~-~~~-~~-~-~~~~_~~6~_~_~~~~~ -~ft~~~~- I HEREBY CERTIFY THAT I HAVE Ii VI ;f'O THE ATTA9HEO DESiGN AND FOUND IT TO BE IN ' lANCE Wml SECTION ,1205 OF THE ST ANDAflD 81jlLDiNq C DE. _ 1x4xI1.f'ltl't BLOCK NAILIED--~._.- -~ SCl5OCR5 TRU5~e " . To l!A9.. . ~LOCK:t,Jc". H~MeE. R \ /- - A r 2.4" OC , lU/2 · l~d HAlLe 114 EACH Mf.f1eeR' ("') . r. , . " . lx.. TOr- f"'..ATE" ]xi.. el~. ~~.. a'~f> · fRa1' ~\,./' U" ~-i a~ WALL . , --, ==- ---=-=~--- f)J /' -~=-il GABLE END t~AIL e.F'AC!t.JG ROCt= e~1EAT~jtiG illOOD f~OCt= TRU5~Ea 6,/\6LE TRU58 2x4 BLOCKltl<:':J - 6'-0" FROM ENe UULL :2)("~I:2' MIH. BLOCK HAILED TO EA::~~ BLOCi<Jt-i6 r-EM6ER WI :2 - !(,d t.~A1Le l~ EA01 MEr--:eE~ 2 ~ !6d HAIL8 / ./ /..-- // ~P2 C~ECTC'R&'t1J~) -~- --l--. _.1.__~__ tn~ tUN. 6'fFe.lN ~ chlL ING DIAAiR,.',GM HAIL Af " OC. _.. ISd COOLER NAtL& OR I 11(" GiI as... _. ~ -.... "" /' '--- 1)(.-4 cotH. LEDUER /...// .,/ ~' ,.///" ./' - - --f-y -- --- !-;.. .----- X ~ /1' I '-, f. t=!. ~":i~---- In" HIt.(, GrP""~ / . )J.F ". --'___. CElLitlG DIA,pq~FV\uM / :. )):iE ,-- HAlL AT 1" oc, __-.J :---t Sd COOLER NAIL5 /:J f- OR I 11'2" G1t:3~4 / - =.i.l--.J:: BOND BEA'1 __----1 h<4 eLOCKlt~ <erfo..(';,GEf.:'ED) (~YF'. BOARD --- In" x a" AD, - AT ..../CO. O~. ! / ePI COt'lNECTOR(6.t1F'eaO ~ 2x6 p,T. U..D. PLAtE TRU5~ ..'.NC~1CF< A~ei:MBl y AT ....~. OC. r!~2'" · C..'\.F..\CllY) ~~~HE~ KFA \8 CR EalAL - - - --' -'.- ' Plf~r:OT TRUSS TO ~1f\SONRY OONNEOTION, ENDWALL FOR GVPSU~J1 QIDLING DI^P~j!1AGM OPTION 1 OC/:.LE, 3/4" . 1'-0" "-- Cct~c. FILLED ''U. eLOCX ilV , . II'} C~T. · I Q . Q) t.,'. /" 1/2" D I A. .AoNC HeR eel T 6" LONG. AT 4'.0" OC. (MAx) I - 16d NAIL AT BLOCKil'b 16d AT 6" Oc. - END HAILED ___.___~::"" MhX .::iAeLf: END NAIl epACltk3 ROOF e+~EA THING llJOOD Roq:: TRUS e-E e- GABLE EN[) lRL.'}& -- e)l,8xlh c-..(;NC 6LOCK I - '5 AT H" OC. IN GROJrED CELL (CENTER20) 2:<4 ELOCKltJG 6' - e;l" FRct1 END tlIAL L /---- h8 PT. u..o. f'L.A n: / - 4 ___ __ ---.---4- . /' , . r, \. , In" MlN. 6YF~lJ1 CEILING DfAf'HRA6M I NAil. AT'" OCt ----1 !id COOLER NArLS CR I In" GlleS4 \ - cq.lC, FILl.f:D HU" eLOCK IUI I - ,.... CCNT. CANTELIVER ' _~~BLE.END WAL!~ OPTfON A e.cALt!. 3/.... . ".~,' ' r :l. ""f ,. ,; :1 i . .1 . . . 11 I~" '~t H~-v.1 I l I( f! l' I . DIRECT TRUSS TO MASONRY Al TERNA TE, ENDW ALL FOR GYPSUM CEILING DIAPHRAGM OPTION 2 ~~~U:. 314" " ,'.,," e" CON-=:. '1A$Ct-W<Y !.NIT U ...., I>flJ e~u . .~. -"'--'1"" '.. MCJt Alk.>>U1 . v... ~Q-4 t-/f, C'I E:'<f. I<t"t"'..~ "lOl f' u~., n~ ';'ltM ~ C'J It., ~ &0\.,. . .. -' ~ o .' . ., . . . '. -;-- . ~ 2")(4. c:\L(y--KII~ . 46" OIC-... , , , .. r::: 1"""'M' ~ kf- ~t... (ftt. . u(~); ~ cA. ttt.1 ., .~ .~., ~ e..iEA n11t~ -7 - ~, \[ . ',P; r ~ /~; . \\\ ' ],JC;4 C~Hlt.jlJ0U6 7 \>~' 6OrT0!10IC'RD , ' ,\ \ 8~AC~'-;'11 /' / 1./\\ f\ , ==-_:U-==--=--.S u~= \:1 1r 2"... UE:, BR/..cItY-a . EAOI-Y El.D DAY AND tkJ Gr.:-EA1ER ~NJ ],".". oc. J '/~ G~SI.'J {'to 'I' --------;12':.-'r' $l' n . '. ~ . 'Iv ,~<-./ ~ I'L )),',:-00 v ~ cu "l~~f P z= . '--- S!'..l;!,.O'i ~ [O~ioL PC~I e'l- ~l'..-J H S< 1 $[[ f P. OJJtl', 1'1..... , ''* WI.J' 1 ;NR 21 .. 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