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HomeMy WebLinkAboutBIN A-2 PERMIT 4999 . - ':~:~ ,', i;pk~N9r'HgVlfyJ~D "~~,1 . I ~y~ ~ , -7r '~1 .,OATf _U2::.2_ -- :1 ~1. 7'...:_--L;. .-:.:~.. ..:--:...... -, ...~~ &. ,"""~"'_I A '1l~~~D!~~G D~fT.J~r::0?\~~Q:>~:~ 'it..",,)'; . ' . ..' - ,. . ,. __,-<;o(~ BAY VILLAG E BUILDERS . , 1 ~'I ) .. , ' ).-~_. ;:. ~,. CUSTOM RESIDENCE FOR MR. & MRS. WOOD 8' Fiberglass Shingles DDDDDDD DDDDDDD DDDJDDDDJ DDDJDDDD DDDDDDD 9'-4" stucco stucco FRONT ELEVATION J Fiberglass Sh'ingles Stucco Stucco RE'L-iR E1LEVA TION ---_..,.,._~~...._._- _._~-'-'- ,-, ....._.~~,- /' SCALE: LEGE} TOTAl LIVIN GARAI COV. COV. DATE BAY VILLAG E BUILDERS @ Copyright 1995 Bay Village Builders, Inc. CUSTOM RESIDENCE FOR MR. & MRS. WOOD / STUCCO BANDS STUCCO FIBERGLASS SHINGLES B D STUCCO RIGHT SIDE ELEVATION 12 ~5 FIBERGLASS SHINGLES STUCCO STUCCO COLUMN LEFT SIDE ELEVATION P N:SUMMERSET CUSTOMER: M M ED & JOAN WOOD ADDRESS: LOT 56 SILVER OAKS ~ STUCCO BANDS SCALE: 1/4" - l' LEGEND: TOTAL 258 LIVING 1600 GARAGE 534 COV. PATIO 398 COV. ENTRY 55 DATE: 4 25 95 bonk of drawers shower BAY VILLAG E BUILDERS @ Copyright 1995 Bay Village Builders, Inc. CUSTOM RESIDENCE FOR MR~ SPA AREA B' X 6' COVERED PATIO 35' X 10' 8' flat ceil, MASTER SUITE 1 3' 4" XI 4 ' vaulted ceil, LIVING ROOM 14' XIS' vaulted ceil, I I ) I / 0 L J MASTER Q BATH vaulted 'l. DINING ROOM vaulted ceil. '... o o 0 o single door wi shelf o C=:J ENTRY N:SUMMERSET CUSTOMER: M M ED & JOAN WOOD w ~ ~ ~ (\) (\) ~ ~ 0::--. 0::--. & MRS~ WOOD FAMILY ROOM 15'Z' X 12'ff' vaulted ceil, BEDROOM #2 10'4" X 10'[1' B' flat ceil, NOTES: 1. 24" HAS BEEN ADDED TO WIDTH OF GARRAGE 2, UPGRADED CABINETS IN KITCHEN 3. GARAGE DOOR OPENER W / TWO TRANSMITTERS INCLUDED 4. ONE ADDITIONAL CABLE PRE WIRE 5. ONE ADDITIONAL PHONE PREWIRE 6. OWNER SUPPLIED FANS TO BE INSTALLED BY ELECTRICIANS 7. RHEOSTAT DIMMER SWITCH IN DINING ROOM 8, ADDITIONAL MEDICINE CABINET IN MASTER BATH 9. G.E, SPACE SAVER MICROWAVE INCL, 10. UPGRADED RANGE INCL, 11. GLASS BLOCK IN MASTER BATH 12. VENT DRYER OUT THROUGH GARAGE WALL AND RUN ALONG REAR GARAGE WALL INSIDE GARAGE--DO NOT VENT THROUGH ROOF 13. SEPERATE H&C HANDLES ON MASTER BATH FAUCET AND MASTER BATH SHOWER BREAKFAST AREA vaulted ceil, ADDRESS: LOT 56 SILVER OAKS ~ ~ cultured marble banjo top ~ ~ BEDROOM #3 1 0' 4" X 1 0' B" B' flat ceil, dryer vent 2 CAR GARAGE 20' X 24'4" 9' 4" flat ceil. 16' X 8'1' garage door R.J. LEO ~. ASSCCIATES archit ct ra! p!an~ing 4:.0 ho ey vista elf. f13~62 \ ~ (813) 968,5779 tampa, .,) \ WE REVIEWED THE ATTI\C\- 0 l HERE8v CERTIFY THAT ~ Ht ' 'O"iiPLI,ANCE,WITH SECT N DES!GN AND FOUND IT TO,~' . r: 1205 OF THE STAI,DAKD EJ\ I OD~, '" \~~ SCALE: 1/4" 1 ' LEGEND: TO 1~L LIVING GARAGE COV. PATIO COV. ENTRY 55 DATE: 4 25 95 2587 1600 534 398 , BAY VILLAG E BUILDERS 45'-4" @ Copyright 1995 Bay Village Builders, Inc. 16' 29' -4" CUSTOM RESIDENC1E FOR MR~ 8' 53' -6" E~&f".)'I;'~rli-i) f"C:-ClU-S , f\&!i..-\,Ul\) '?Jifc{'L\~ tl'l:fltL.-li to tl 1 '- 4" - ("if:;,-!) DB-m'LS j / alum. posts installed by supplier per manufacturer's specifications 2' Q) 4" 10' 2' I I Q)I 1 4' - 8" I I I I I 6'-"" -Q) -- 13' 35' 4" '3' '4'-10" Y 5" 8'-4" 7'-5" 5'-2' - 3'-6" I I Qj I I I 25' I I I I I I I I optional round columns FOUNDAT ON/ PLUMB NG P 'AN:SUMMERSET CUSTOMER: M M ED & JOAN WOOD 34'-~ 55' - 6" ADDRESS: LOT 56 SIL VER OAKS I I I I I I I I I I I L__ 10' & MRS~ WOOD 1 6' - 1 0" Q) 1 9' - 3" I I IQ) I I I I I 4" cone, slab w / fiber mesh concrete on .006 mil. visqueen over poisoned clean compacted fill n II II II 1--1 GM---r I II I I I I rtI ~-~ ~ -- 2'-~ ~ 18' &~ =;l ~:::J ~ I 4'-'" III, l~ 3'-Er ~ "" ~~==== see attached detail sheet ( I I II II 4'-5" II-@~ 8'_/W I I n II II II II II .---- - - ~-- I I I I I IQ) I L 8'-'" l I I I I I I I I I I I I I I ________J 1 1 '- 3" 1 9' - 4" 2" 2 1 '- 4" '3'-"" 1'-"" 5 ' - 5" 13'-4" 57'-10" I I I I I I I I 25' 8" I - 25' - 2" I I ('CCCIA1E.S J LEON 8<. ,~v , R. . architect ra planr\lng ho e ISla elL ~' 4339 (8~3) 968-577 tampa, II 33624 D T E. ATTACHED E EVIEWE SECTION r>EBY CERT\fY THAT \ ~E ct0 MPLlANCE \T\-\ ~ \ HEn D IT TO D ' DESIGN AND ~~~~DAF<.D BUILD! ' 0 ' '1 \tS ' ~205 OFTHE , {'\ (.I r ~ .,. \' \1 6" rebar o,c, @ 36" 1 6" L' 2 #5 rebar f3\ 1 2" ~ EXTERIOR WALL FOOTER 1 2" fin, L · 1 #5 downrod re-:h:Y to r~5 Laicvt- fer- I r::X"p--tzD i-) LEGEND: TOTAL 2587 LIVING 1600 GARAGE 534 COV. PATIO 398 COV. ENTRY 55 DATE: 4 25 95 BAY VILLAG E BUILDERS @ Copyright 1 995 Bay Village Builders, Inc. CUSTOM RESIDENCE FOR MRo & MRSo WOOD 54' - 1 0' 53' - 6" 8' r 6' - 27' ---- ~ 1 '-8" 35' 10' -.. r 2' -4" 1 7' - 6" 6' -., 5' -- . 2' - 8" , 8'-2" -- 6' 4" 8' - 2" ~ - -- t 6 ' - 4" '-4" f 10' 4' - 6" ~~ ^ ~ . ( f ,~ ----- IDi 4' - 8" ti' PlumMn Wall ! 29 ' - 4" I WI CbI'O'1 ~ t l I I ~: 2' -' 0 - - - r '-4" I - ~'-/ I ) uw - (b'-41 J ~ I \ ~~. , / 0 L ~ - - 4' - 6" ,.----- LJ - l 14' -8" Il ~ V , . f ......'" '"'-i: 2'-1 ~ . I . 67'- t 4' - 6" ~ 7 ' - 4" - r-- 2'-11' f ~ -- 5'-2" -- i-- 4'-5' -- .--- 0 LJB I 3' -~" - r- .-4'-1" ~ c=J I t 5'-5' r 1'-4" ~ j I I I I I 57' - 1 0" t , ~ 5' - 4" --- 4' -- 1\[:] 2' - f- - 1 '-4" - it --- 4' -- -:-4" J 1- 3'-6' ~ 1 1 ' - 4" -- 7 ' - 5" t 5'-- "" I ~ @ 3'-6" - - 5'-2" -- 13' - BLOCK PLAN 25' 25' 25' - 8" 16' - -2' -8" 2'-8'~- - 34' - 2" 21 '-4" 55' - 6" 45 Pi: N:SUMMERSET CUSTOMER: !v! M ED & JOAN WOOD ADDRESS: LOT 56 SIL VER OAKS 10" , LEON ~~SOCIA1ES RJ. . . architect rp.\ . an~lng 339 ho \S~ VIS elf. 4 8 ) 968 779 w.mpa, 1\ 33624 ~ Eo THE ATTACHED HAT \ HAV~'.;\E 'E WITH SECTIO~_ I HERt:\3Y CERT\P< TIT TO BE :N. m L\, N () ~~\J'.) DESIGN ,6.ND sFTo~~gAKD E JILDIN ODE, 1\'\1 '\ (J 12050FiHE '"' Ai'\\ ., SCALE: 1/4" 1 ' LEGEND: TOTAL 2587 LIVING 1600 GARAGE1 534 COV. PATIO 398 COV. ENTRY 55 DATE: 4 25 95 t r 2' t CUSTOM RESIDENCE FOR MR. I I I I , 0J ~ 13' -8" ^ ::J 7'-6" ~ L~ 1'-(5' - -- 11 ' 10' 14'-2" BAY VILLAG E BUILDERS R , @ Copyright 1995 Bay Village Builders, Inc. 14'-4" 29'-10" 21'-6" r 2' " ~~ IT I I - rl f I 6'-2" I) 2'-10" I I ~ _ ti 2' -- ~ I 'TIW 7'-10" ) IN la "1 ~ 0) I I 16'-4" L J '-1" ! \~ ~ 3'~6" ~ ::..dL , I- ~ -1" -l- 3'-1" .. -' -m~ 5'-2" ~ 2,l11" K" "I" 2'-11"- ~.,. 6' ' - 2'-1(1-- ICDI'" 5~-4. -ll ? I I I I I I 15'-6" & MRSQ 11'-6" -~ I- 2'-9" J 4'-/3" _ 118" ,.. 2'-f .. 2~ d o r---- 6'-10" L . '-4" .n . t ~ 2' -I 3'-4" -- 3t2" -- - 4'-1- 4' - 2" 9 ' - 6" ~ '3'> I il 3' -5" -- i- FRAMING PLAN PLAN:SUMMERSET CUSTOMER: Jj;f M ED & JOAN WOOD ADDRESS: LOT 56 SIL VER OAKS IDi I WI 6 I - 5" r 4'-3" - ~ 11'-2" e - - 3'-6" 13'-6" ~ 0:: l) ~ 6'-5" 8~ ~ '-11" IE ~ l~ 25'-2" I 1 0' - 6" 10'-10" WOOD ^ ----- 7'-~ ti PLumbin. Wall KDI 011 "" ~\ 11 ' lX]@ t 2'-5" 5 ' - 5" I , 2'-4" . A l."L! tt.: (!DUelL) A i,ll~lN lI~.tZi ~I<"", v ., \t._,", ,., \ L'.jf.\;LLs - t)li.{'12-~/\J ~ LtS'~j 5 n~1u..- iSlL &cL-rt'LO ~ rif..'11d,{iJ1..- bL(:(.t__v~ .'\LL.,) S I..i\ 15 /hl0 '~ C~4a61t. r<- (/~2i) .} 7P, /5 Li\.. ~ -- 'kl..( i~ t1 SCALE: 1/4" 1 ' LEGE'ND: TOTAL LIVING GARAGE CO V, PATIO COV. E'NTRY 55 DATE: 4 25 95 2587 1600 534 398 CUSTOM RESIDENCE FOR MR. ~ / I \ \ "J \"--- .--- ---- . - ---- -- / /CE~! FAN PRE-WIRED -- . -- . , i}--- CEILING FAN -- PRE-WIRED -- -........ ~ BAY VILLAG E BUILDERS @ Copyright 1995 Bay Village Builders, Inc. : P J I / LJ / / ~ r ~ CEllI~ FAN FJE-W1RED / / ............. )r" CEILING FAN \ PRE-WIRED \ I 'V & MRS WOOD CE'U1Io , FAN PRE-WI~D "'" -- --.. / \ } -.......... -- '" I ~ ~ " "'" ~ \~ \ ~ CJ )LAN:SUMMERSET CUSTOMER: M M ED & JOAN WOOD ADDRESS: LOT 56 SILVER OAKS --i1 CEILING F~ PR~RED /(}J \ \ - \ \ \ \ \ ~ \ \ -- ' -( (j)=- ,'~.. {. '1;- mlcr' 'NO" cir~ it ~l \ \ \ '" '. \ "'" "" '" ~ ELECTRICAL NOTES Bedrooms: Smoke detectors shall be added inside and outside of each bedroom and wired in series per NFPA 72. All rooms: Outdoors: Bathrooms: Garage: Kitchen: Service: / I I CEI~ FAN !RE-WIRED \ . ~ I \ I \ . \ \ \ 'l CEILING FAN PRE-WIRED H@ ~ @. ,.. 'f Receptacles shall be installed per NEC 210-52. Receptacles shall be in stalled per NEC 210-52(e), 210-8(a)(3) & 410-57. Receptacles shall be GFCI protected per NEC 210-8(a)(1). Receptacles shall be GFCI protected per NEC 210-8(a)(2). Receptacles within 6' of sink shall be GFCI protected per NEC 210-8(a)(5). Shall be bonded per NEC 250-81 (c). <> o J @ 220'1 ~ $ () l. t (Q) 8 LL~LI~lLAL LEGEND LIGHT SMOKE DETECTOR DOOR SIGNAL RECEPTICAL RECEPTICAL 220V SWI TCH BATH EXHAUST FAN PHONE PRE - WIRE T. V. PRE - WIRE RECESSED CAN FIXTURE HANGING BALL FIXTURE ELECTRICAL PLAN NO T ,0 C.Of)f- SCALE: 1/4" 1 ' LEGEND: TOTAL LIVING GARAGE COV. PATIO COV. ENTRY 55 DATE: 4 25 95 2587 1600 534 398 CUS7'OM RESIDENCE' WINDOW &: DOOR SCHEDULE: WINDOWS: CODE WIDTH HEIGHT 18A 19 3/4" X 2~' 18B 19 3/4" X 38 3/d' 18C 19 3/4" X 50 5/d' 18D 19 3/4" X 5!J' 18E 19 3/4" X 6:5' 18F 19 3/4" X 75 1/d' 24A 27 1/4" X 2~' 24B 27 1/4" X 38 3/ff' 24C 27 1/4" X 50 5/ff' 24D 27 1/4" X 5[j' 24E 27 1/4" X 63' 24F 27 1/4" X 75 1/ff' 32A 37 3/4" X 2~' 32B 37 3/4" X 38 3/ff' 32C 37 3/4" X 50 5/d' 32D 37 3/4" X 59" 32E 37 3/4" X 6:1' 32F 37 3/4" X 75 1/d' 46A 53 1/ff' X 2~' 46B 53 1/U' X 38 3/U' 46C 53 1/U' X 50 5/ff' 46D 53 1/d' X 59" 46E 53 1/d' X 63' 46F 53 l/ff' X 75 l/ff' DOORS: CODE TYPE R. O. 1 2' Prehung 2'Z'X6'1d' 2 2'4" Prehung 2'~'X6'1d' 3 2'~' Prehung 2'ff'X6'1d' 4 2'U' Prehung 2'10" X6'1 d' 5 2'10" Prehung 3'X6'10" 6 3' Prehung 3'Z'X6'10" 1 0 1'~' Bifold 1'1'X6'[/' 20 2' Bifold 2'1" X6'[j' 30 2'~' Bifold 2'1'X6'[j' 40 3' Bifold 3' f' X6'[j' 50 4' Bifold 4'1"X6'9" 60 5' Bifold 5'1"X6'9" 70 6' Bifold 6'1" X6'r/' 100 2' Pocket Per frame 200 2' Z' Pocket Per frame 300 2'4" Pocket Per frame 400 2'~' Pocket Per frame 500 2'ff' Pocket Per frame 600 2'10" Pocket Per frame 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 3/1' POCKET SLIDERS: CODE WIDTH HEIGHT 311A 38 3/ff' X 80 3/4" 311B 38 3/ff' X 96 3/4" 411A 50 3/U' X 80 3/4" 4118 50 3/ff' X 96 3/4" 511A 62 3/ff' X 80 3/4" 511B 62 3/U' X 96 3/4" 621A 72 3/4" X 80 3/4" 621 B 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 1/Z' X 80 3/4" 622B 74 1/2" X 96 3/4" 822A 98 1/Z' X 80 3/4" 822B 98 1/~" X 96 3/4" 1022A 122 1/Z' X 80 :3/4" 1022B 122 1/Z' X 96 3/4" 931A 101' X 80 3/4" 931B 101' X 96 3/4" 1231A 143' X 80 3/4" 1231 B 143' X 96 3/4" 1531A 17!J' X 80 3/4" 1531 B 17[/' X 96 3/4" 1242A 143 l/Z' X 80 3/4" 1242B 143 1/Z' X 96 3/4" 1642A 191 l/Z' X 80 3/4" 1642B 191 1/Z' X 96 3/4" 2042A 239 1/Z' X 80 3/4" 2042B 239 1/Z' X 96 3/4" 82A 32D 32D I I : /) L-./ BAY VILLAG E BUILDERS @ Copyright 1995 Bay Village Builders, Inc, 8 o CJ w/3'2"w. XI9" n. arch above 6 32C w/ 1 g' n. arch above glass block; (8" X 8") 6 units wide X 4 units high w/ 19" arch above FOR MRo 82A 32C w/ 1 9" n. arch above DOOR & WINDOW SCHEDULE PLAN:SUMMERSET CUSTOMER: M M ED & JOAN WOOD ADDRESS: LOT 56 SILVER OAKS & ~ ~ ~ a:: MRSo 'WOOD 3 3 @ 16' X 8'1' garage door NOTE: ALL FRONT WINDOWS TO START 8" FROM T10P OF BLOCK; ALL OTHERS TO START1 16" FROM TOP OF BLOCK 8' HIGH CEILINGS. {l... 0',) t::::l (,.0li~bt..0 GL&~~ 'v~tTt~\N tooH ~ F b;(1\ f,,~ rtK tf.:l ~Vf' :3 ~ \t\L.l-- g,,- ()e,-~1.t)t1~G ~ ~ ,cs.., ~. C- .#- Z-t{<::f;. 'L t::::l SCALE: 1/4" l' LEGEND: TOTAL LIVING GARAGE COV. PATIO COV. ENTRY 55 DATE: 4 25 95 2587 1600 534 398 '3 ::r ~ -- -- -: P-:i' ~<-lNt:E~D ll.O. tA.J$t .11 ~'.. "I:.. , /. '.. I r---- "'-I., 6~~jilcN(R.'e Cf'?'~UL, .' / ~- - :,. ~locKlt~ I / ' e. .I<;Gt:PU' t ! H,t< EU i / " I~ ~C>f!~ , , / '/._- J~fCA'l! ,\UC"CA.U EAcU tAJy:. /' . ~.e.f! 'f-\i~' !1UINEI!.f<lhl fr.c~ ",OC'\'\, '/ ,. . feR ~'-1<CiF,C ;R"...~~ ,-lOl~ , / / F'E?JiR -:l1tHt! . 'I ,~ . // / ".-- f:eeA:>t..,l~~.~Jt~~., .... /. / ,,- ',.~:.~, ..',,. ,'". , ,,-' 1)1.~~ltk:;rt=:LT " ,~ /'- 19/)" f-"t.ltU:.o. !-~EAfWI., f:(;(IT -/x:lml" ri~.~j ~1~~'.X.,,-__ !~~!:i~~._ -- _ ---':~~".",~!-~A,"~_h-h-4- II -, -". l "'. N!E El.!'....6lla.~ III:" ~.4X. -- --7;- ,,~ -......... '" Ir-C~ 6TAC.GF.r- / ".. J '-, . elOCi<U~1 /1: }- '~-==-~iJ~ ,"'--- C " , ~l\J-1, CR'" r:DG~ V)' Co f P~\l1 - - . ; _' - . , Cel\.ru~ r-1~~6I" , VARIEe.' ". ~<J CG'OlE~ HA'lt.1 -" . -- ,. '--, . '.... '- - ,.~ S..!a.FJ ~IA "~i"6!">4 . '" O,C. ~ !::EE RO " WI ,\LU". )-.....11,('-'-' ft'" .e;>o JI<'C1'1 'l~l ~ _f1....~~.~_ ". lop r-'lArr - .--- , .:' '.-- -'I.U'W)"N e< nil '.7a~ ~f'.f)' 'J' , $~ '~te"';l !eC1V-I! r I t i i ! 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Milt BLOCK HAILED TO EA::'I~ BLOCKING t~EMee.R WI 2 - I(-.d ~~..6.tLe ;t{ EACH t4::MeE~ I f'!J r. rI'^f\ rnJ \. - "'- ,- 1 , I y l i , 1 --- CONC. FILLED ''U. eLOCK lUl I . "C} Cct-4T, L- / /~ ~---- 2 - l"d 'l.41L5 ~t,X -'~7-~~ '.....,..--- 2x4 eLOCK"", '5TK,GE~"D) 112" H;tt (HF~1 ~ _,~~~I ,F -~~_--..~ CE1Lit~ D'Afl~RA6."1 / _ > 1I; HAiL AT'" O,C. 1 [- E !:>d COOLER NAILS / _ t= OR I lr2" G16!:>4 / - t-1.-: eoND BE A'1 __........J Dlf~(:CT TRUSS TO Mi\SONFlY OONNEOTION, ENDWALL FOR G'(PSU~J1 CrEJLING DIAP~IJ1AGM - ~ , OPTION I '~ ',', .. . .. . . o I (-~ " , .'~' ~ : '\''' '.:e' . 1 . 1 ", I . ',I i ,. In- x a" A.6. - AT 4'.0" o.c. I / eFt COt--t~ECTOR(&:t1Fea'V ~ h6 P.T. lI.D. FLA TE T~5e ,,\NCI1CR ,~$!;t'HBl'T' AT ..'.It). oc. (!"2~ · C..\f-".cIT,) IlJU~~E5 I<PA 18 OR EQUAL WOOD BEA~" SUPPORT ON MASONRY WALL \. - ~- ----.- . Q I C-~ SCA.L E: 3/4" . ". fl)" \. \. . N .- , ' e<:.t.LE: )/4" . 1'-". r<< 1I>')(,l.f ll'M L'H\" r"'''lL>\JIlC'''\1iMlIlIlr .~ 1"", ',t .' . I . "5 AT 2-4" OC. IN 6RCUTED CELl. (CENTf:RED) // / - R-lI 6ATT tNe.uLATlW r- 2 X -4 eOLE Ie C~T. ~ '~t.:Jf lLU _ l.l~:a~J tit '\ ~~.'f~:1 ..s I! l~ lS] L!J CONt.'~~ flQ ro UHf\. FC>l;AEO tOlO ,. Ct1U " ,.: ":-,, . -.~ >:: /.::.~.' ~ i ".~ i " . h' , iQ 1- . f; , , . ___.__8':fZ)L HIK t-~ . ;- ~ .' l 1 . !6d NAIL8 - -- ===f----:r-- '----~L/ ~- ~ /- /' .JAeLE END NAIl e'FACrN6 ROOF e.HEAHiitki WOOD ROC~ TF1l~e-ee- C,A6LE END TRG./}& 2)(4 BLOCKI~JG 8 ,_ 0" FRct1 El'-ID I.UAL L ',;.8 PT. u.o. Pl,ATE tn" DrA ANC~R BOLT 8. LONG AT 4'-0" Oc. lf1AX) I . !6d NAIL AT BLOCKrN6 '6d AT 8" Oc. . END NAILED 112" 6lP. E30ARO --- SECURE FLATE: UJ/ 112. x 8" "J- E30LT8 ~\ AT 4'.". OC. ll"78ED: ~- AT I aTCR'I' b- AT 2 STORY 6AeE HOLDI/'k:i _ . ~ r-- eltJF>e.o~ ept (eTAC.UE~D) ox6 1.0411.4 WlUM. - \ . . 111. .: _..~.: :.''-.~' "p;:.. . ..~.. '-.."-: ~. 6,'. 6~IER '--I II . '-. CLEAN Cct1F ACTED . FOleoN 'iRE/lED eEE PLAN ,FILl. FeR DIM, ---.112. C,'YF. E30A~ -- 2.<4 51UD SEARING WALL AT lb' ",C. ~ U.....", l1A1 I~ r....it'~ I MASONRY /FHAME WAll CONNEC110N ~-"~~tDiI'lB&'f~~~_lJII"-'" .... ". -J, ',:-, ":;~" ,c- . I .',1 . ';..of , t - e:o-8x!b Cct~C f3LOCK ...j -~', ,.;,.:,(: ',' t,;:,. ~ ,;,' r"", '-] .; ~~~ ~ ::-~~. . .~: ;-i\':-'~ i~ ~. ~. - ~ :~.~ ,,:,~" - ".- } ." ': r.", r '< >, . ~ ;~; ,/ rD\ TYFICAL W-FILLED CELL # 6 .... '1 ,.' -- -----.---4- : . ./ :-.. ~/ : .':~ " X ~ . , . , 6iMP60U In OR A& -- PF.QU,RED. OR &lMP&a~ HT!I& 1f<Ue6 TO PLA1E \LV Hle12 f'LAIE 10 eno 1Lt-lE.F2 l~ee& NOT DiRECTLY OYER e-nv&. , eEe T"'~' EHaJNEERIt~ FOR E.t.Q4 110DEL taR EXACT e.nCIFIC T'I"!J e S 1-lOL COJ.N nQij'~:Et1l!.NTe . '.- . ~~ 2l ...., ~ "","II . In" MlN. 6YF5lJ1 C~ILltk; DIAFHRAC:J1 , NAIL AT ,. OC, ~ !>d COOlER NAILS OR I In. c'1.L!6S.. cct-lc. FILLF:D "0" ~LOCK WI 1 - '!,. COHo \ .1 , { ~ . .. .' .. H~'. ~~t hlC'.JlOO-\..Ot1 "':;" CANTElIVER GABLE END WALl. -- OPT(Q~ A e.cAU:1 3/4' " I'.~" e" CONe. '1A.5a-~RY LNIT j (U"'l"'l'. ~la c,..,. 141 "., 1><1". ~!. '\ f. II ~., 1l~";'U Of' . OJ't., r..- ~u . ..... . <:1 o . . ., OfRECT TRUSS TO MASONRY ALTERNATE, ENDWALL FOR GYPSUM CEILING DIAPHRAGM OPTION 2 e-r.:~U:1 .3/4" . /,.0' S~AB FOOTING UNDER INTERIOt1 WOOl) STUD BEARING WALL DETAiL . ~ -' ..' .... .' Me.< ~I.t.'-H " V . .'l-O'O ecALF.. 314. _ I....,. kf, ",. C<f. "LU,...O "'ut. 1;;\ ',- r.' ~ , ~, ;, .' .~ ;i~f:;": p' -;';- '.' ..".". .. . : .... ... ..; . . .\. ..-...' . .... ..: '.. ... . . '. TYPICAL TRUSS-TO-STUI) INST ALLA liON ......,.. .... ." , ~ . ;.. ': (MIN. REQUIREHEt-HS) ecALE: 314" . ".lZ). , " l;' ,:i,l!,. NP . . ~., ' ~~" 0.. t' ~ . . I J.<,t .:~1;1 .~:.t .>~ . .', "./ :t;:.~, ,'; t '.0" ~ . ~ '5~_~TION ecAl E. I v, It .I'-~' ROq= eHEAnilt~ 7 ~ , ~I' I~ 2.16d tU L! (l1'U) . , .... . . . ~ ~ . .", . ., . / . Call-ltCTOf<$- ~c,~ .. \ '\' rAS1~j~ f'[A fMl.AN' ~ 2;0;-4 C~Hir-~.Je -7 ','/ a~AClti::i ~ I I V nsv'Jl.lSS S1~'j~' O,t" l~' 6OrTa1.olCF1'/" ' I" \ ~, far k Ita' SHtAl'Hl'-<' I<STAlUD I ~ ~S ;-U H..uJQ so-;wAt -- - .L--- Ai,~ f::.;, ---- -'--~~_.- -+-11'" 2.' m" BOUC'" . EAGIl j END 8Ar' AND tJO c;~:EA1ER ~AH 2,~'-". o.c. ., "," ~~ ~UJ ~Q t~~ I - lIS ROD ---', 1: !:i ~ 1. &x~ t::~ .~.~~];:::: y4'. ~ ---t~ ~ . , " ft , , " "' . 1:'\ . f ;', ' , ;--:111 II F-rrt \"~ ttJlrT~L~ . ~ , I 1-=1 ~I e' -111==11' CLEtN cct-:FAC1EP ~ 8" FOI5ON 1FEATED -- flL~ .. /")(4" ~L(y--KI~-tQ . 4811 O/C--...... , , .,. ~ 1""~ ~ \jo (Ne., ri~' , u(~}. 6 cA. ~1 \ . '}.~.~. ' ilL II eRAC .,4 TT AC~ED WI l~d NAIL6 ~ 4 It ole T YPI.CAJ. /~ ,~~~ h <( ft,",~ l~s~ '~ eu f'\.AI-I& ~ Aa. REr:IJ'~1& ~ :;. ;" ., SCALE: 314" . 1'.0- TYP. HOLDOWN INST ALLA liON -;, " ?<.: '~1lfY. · ....... I .' ',.::: . "'" ..... -, .,.-. ',:.:,:::. '-...... '" '-...... .. . TYP. H4 OR SP1 INST ALLA TION .. .. .:' "/ ~>.- . f-. . " 1 .. ."; ~,":' ~INGL.a ilL.. u 6F<ACINa oeT AIL ....... "....... .... 'laIlU -- ..... ......... r -- - ...- __,', 11 ~ ""............. TYP. TRlJSS Bf1ACn'~G , '/J '~S\.'l.r CU " --'-----;12::.-'1' 1110 12 " w 1t{-';1 PI..,..;.oo V~ClII '-l~~t: ,,-r z::- : ----- $l:.!';~CN (;It (om F-('H Cvo- ./ It t 1 ~ U,,"" 1'\.lJl ''''' llPlT' >l'.,J:J HS< 1 , ~[""S . r~SHI~;~ SOtC"M ,)\1 1\ 2a N iU IL ., . Y >U HE lliv . .~~~"'J;:;j ,;>(~(U' :tD "VIA ~ r' ' - IT 4.. ,.OS' lOC~ 1( rv nC>".A PU)/ PATIO/POF1CH DETAIL (j) -.1 ~ <[ I- Ll-I Q '. JL .. ~ , -':;-:-.:,'. ~C.ALE: I" . I'.~- SCALE: In" " 1'.0" IJ.t)OD STUD ft FOUI'JDA TION If,', -, .,". SCALE: 3,6" , I'-~" if. .: ! :J ~ j t t..r-....~s 'I- (on: I,":". 'l C'~~'1.;~ (.tf! c..>, :"~.l ,',- ~r[ f1:JJJ&;{:J P.,r.~ i\.lt\ lJi1.M:l HCIS l ,,~, 'nrH~ S'.>J!(O ~',a. I'O/I'~ "f'..i IJ' c-o~~, s.,"c ,~~.~ FSI a:r t"~,.",,,. , ..... 'oPJI. f..,,;;'l.~ I . ~ ..=-tl-..::., .oI~, r .P .. ','.r-arr: ' .", ,~', l~~~C'.["':' It'':'-41TE · . 'p'. 11 U.:1Tt:I, ce,g>C!).;)f ...,....h- nS'l.orU 4< . . ., ~r iftf~'_+ 13 m.... {~, , la' loul a... W) POST DETA.IL MONOU1HIC FOUtwA 11ct~ ~-----~....... WQ~J\)~U fOR CAlCUL....TltW...uP1IfT R[(JUIRp.1nHS , y~"r -CHETE,~/ PE,~)ltlETER BY'~( SYSTEM \-~{(,nd zon::",,~ 7 / ........ 2. /leighl oboy 9;~~!'(~, o-=~. ful /F .tt Wind 10- pttssu(8"'.:~P.S. I · ".ShopytGc/or__~._ ", y , ~. ~ l1all of (cot sp<Jn .r-"ful 6. Yer4on~~ fa~~ 7. .odo'/-~ hI of, (';.SJf and (ellln9-~_P,S,r. , Ji" A. lIern 5 lC II~rn tj tlm J ____Pili O. lIern 6 JC 1,50...d lien J __PI" C. lI.m 7 ~Mf of 5 .. 6 ___PIli Il(QUIRED UPLlH lO,lD (A .. B - C) ____P,l.f, ~-- . i I I ) "- .', ,. ~1 > '-p A t';' Ii .' " , . , " i .'\~;~~~~.<~~~-~--~---- <~~t.::~" .: '~;.s.{~}~J:, .. ~. . ' ;.~,'.< ;'" .',' ' : ' ~"~J:(f<\'~: ' "'..'i~,,}j!~ / ...:.,' . ". , ':9".~ ti '. ,. ~~ '< ;.1."- '" ~ ;:. ...~:):t \{~f.f .jit<~}..'.!:;}" i ' ^'. .:' , 0 ~,:. ' ff ~}ttr;:t, ...'..{'.<~".;.}; ;~~i~~J:~~~7{'~;x. , , ' ~,P< . 4' ". .;..:.r:"." "---''''-:--' '~ f' ;, .~1l\ t, . ; ~~ l ,;;'. " ' ,I, I.', " ,> . f~' . ) , ' , " ~""~~~:~~Zll.d.l."hi''''_~~''''''''''''.~~_~I:~''~4fi$'_.~- --,r..q-~ I ! I "':':~~"'I!I~~"':"'--'~--""""'--''''---''''--~~~~~-'''''-'~-''''''~-4;.' lrn'l-'''~:~~J:k..'~~~~~;';'~~~-----W-~'''~~.Ii:''''-.:<f'r v -~-<-*,","'~~~"~_~.;t._~..,.--~_........~......~~~~~."",-, -'fT ~"""~~'~_~~;~~"'_'_'-''''''_'''''''''''_'''''''"~-_~'''_~-~'''''_.___~~'~~~",~.....__.,...-f;__._:~~.._.",._~.~~ ,"".~--~- 'A~~"'" -"~'iIIlIll'A'~~ ~ ~. !' H" CJ~ ~(:-Jfl"~l' -=--~'~~~~'~:~~'-~;SONRY UNITS (fOP COURSE ONLY) it:q (UN TEL BLOCK) wi #5 BAR(S) AS mU'3'; ANCHOf~^GE l[[-j.~ ~~~g~~~Dp::IM~~~~\I~~~:i' T~O~~~~O~X~STS, (:;EF PLANS) ~ ',L: FILLED wi CONCRETE ~: '. OPTIONAL COUPSES OF BLeCK AS REO'D 1]~_ I I I '-=r'''~' ' r :.- -.-.---- (1) 115 <P BAR IN FILLED CELL, CONTiNUOUS [~L" FROM THE BEAM TO FOOTING I I .---- ~, -' . JJ- ~ ~rt'~ ~LL ~: ~[H [f'f I CONCRE;E FOUNDATION (SEE PLANS) F'~i=-.r:: j- II~: clll'Il--i :::fTl L- AI=-~TT7!... I TI-- (~r -3TI'~1fi::-1 n::'::1 F il-"-:'TTT_TTL...:1 1::- r-r---- I HIGH S fRENG fH LINTELS BY C,\5 T CFETE Fill ONLY IF LOAD EXCEEDS UNFILLED SAFE U)AD CAPA<:::ITY ":,:) I L:'J ~I I Pf~ECAS f CONe, SILLS BY Cf\ST CRETE I '~T I , l-- , <J! . ,,'-.,i I I : I 'T I ':t _lYPICAL_SErTIQt~ --L- #5 8AR(S) AS REOUIRED 8Y I - POURED CELL W /1 #5 BAR CONTINUOUS r:ROM BEAM TO FOOTiNG STEP DOWN TIE BEAM DEl Al~ (SEE FLOOR PLAN FeR STEP DOWN DETAIL LOCATiONS) PlACE VERTICALS COER TTPICAL STEP DCWN DETAIL #5 BAR(S) f\S REOUIRED 8Y UPLIFT T,\8LE, CONTiNUOUS ------ HIGH STRENGTH LINTELS 8Y CAST CRETE FILL TO FORM COMPOSiTE BEAM (1) #5 BAR SECTION "A" (.~ LOCATIONS INDICATED ONLY) #5 BA.R(S) AS REOUIRED [r1'n BY UPliFT TABLE, CON rlNUOUS ~--'. ---'-- HIGH STRENGTH LINTELS BY CAST CRETE FILL TO FORM COMPOSITE BEAM r i r L 5051501 ~_~'"""""~ """............... >#...~ "-',,~'''''''''.''_~_ ___.." -..c___....._ ...----...........__.. ""~~.....,....:k~ ...~..,"'"'......--~------~~"""-"'8lIIC ~......__'''''''''''''"''"~ "'~_ _____ _7_~ ,......._~...~..""'"~ "'----........ ~~~"""'''''- "~..,,,,,.,...,,,~ SEC nON "8" (0) LOCAnws INOIf~~EO ONly) -r---------- t----- 10'-10" Fill LINTEL ----'11' I I I 53'-6" --~~~,~-~-~~'~-'~~-~ --~'7!' -t 12'-4" BARr--- r 'I~- 1 3' - 2" 10'-2" 7'-0" 'r-- ~-::.::EC_~___ -~~~ - . ~r=: W/1-#5 't : ::~::. :::EI I #/FT,-~-.737 #/FT r _=[:'. '_: = :---- ~::=- .=--=-Er if: -; .3 7 # 1FT, ---r--~-=-- ~ 649 # 1FT. ~ .250 n::: t") D ~ LL '''-.. '1:1::: ,- 1"; -~: ,~~ o ,IJ C'-.J * ,-0" m r- t l~ ) ~ " =iI::: ,.() 0 U) 0J * i-- I T G.C. NOTE: place tilled cell under (JII girder trusses -I< Irfjicctes ibs, per linear toot copacity required bv vecast iintel to support deod and live loads. . ~ t. , ~ ~ :~~ . . ~ ~"l 'll.-:: ~ "0 I '.0 "j "0 I T . I '250 #/FT-1-'737 #/FT , I "A:'l~ I .- I I v r;- t -k- e . , FILL! LINTEL W/1-#5 BAR o U)/--- ("J ll- . l- t '-- 11 I ~II ~I 01 ~I gll '-, '- :;tt.:: o 1I') ('-.J *' ~ I I I I I I I I I I I I I I I I I i 1 I I l , 21 ' - 2" I 10- T · t-- . . --~,...." : ~ 1'0 I - - N N e ~' . -. .<)) I . C'J L. · ----1 *250 #/FT. ~-'~,~~:'T~~ 1 3' - 0" rf---------------' I 55,'-6" ~---,----,--------------------,------,~., --- ,---- ,-----~----,--'-,-----~-- .~'--'-'~' 21'-4" j __ _ __~ ____ _. .____ . , ..___ :m______ ; -_____ DATE: 5/22/95 FLORIDA ENGINF.:ERED CONSTRUCT10N PRODUCTS CORP. ~ -- - _-_"f'O-....~_......_.........,.._.,...._......__--~=~~--......-~__......~ EXECUTIVE OFFICE PHONE:(81 3)621 --46,4.1 CHK BY: ~.t-E; COUNTY f~OAD 5'19, ONE MILE NORTH OF 1-4 ~-,---_..,_.7:..- CONTR;\.CTOR: Bl\ Y VIl.,Ll\C;' I~ BLDI~S. P .0, BOX 24567, TAMPA, FL ,3.362.3-4567 DATE: 5f/~ /95 ~P"lb*'''''-'~~.'~'_~'4,1OO.o~;I;.'"'ii.-'~_-t::;..~~ ~,,-~D"';"""'_':'!".1e.;,;M-'-""-,~~';;'.&~'-"<~"-:'>""'&"4'<:'~~-lll'~'~':'!. '~----",-.-~~, :. ~ ~"" ~ >;:::.: ~"..,..~ 'lJIU~, ~"".~ ~ ~~ J.\.~ ~ ~:::.::a ,,-,~_s-r >c,';<>-:;;,nt'il'!<.'-',.'''''~';':'' ~~-";':;";!I<"~~;c:-.'"'-.;A:'~,,~Ci.t<+,~~ !t1..oif.'C"l".:'CC.,., .0,,:,- ..,-- "i . "'..... ~'_' _a<=;::;..::....._ '.oill&Oc'_.u.....;$o._ ~'A.~'J~'~A~~:lJ.'.:::~v-..:..~..' ENGINEERED PRECAST PERIMETER BEAM SYSTEM ..f'j-..,'""",__..""-._..___...""_,..",.".".......... """"'...-1'.-'''''.-..7,.....,~--..-.-~..-,-_......",-__'''~''''''''._~....~_ ~-'.ZII-~__...'~,--.ccW>>C~~.~:!lO->~~--""""'--><lOl<"IiaI-,~_a.tJlD__--~__,~,~..:_,,~":__~-llo1l;.-.__'IoC_~""~-O;",.~....,;_-_,.~-.;Y.._~~___-....~_... ,_~'-'~..,."'~.li;iI!"'._~.~~~,____<_'C.,."...,~:'~~.....~___~~..""--'~:-,:lioIii!l!ll,'~"'~.'~-i~.~""'-;",\','-c~""'4.:o.>--;""~~=~'..,~<:"a:..;:-~~_"_'e__,""'.z:..JLc~..!_~.L'__~''''-~.'*.'~-d.'-_~..,;:.<: N I N i'01 I (":) I ''0 I I I I I ~ 0~ I i'0 Co I U') C'J .(j) I . C'J j I I I 1 I I --{ WORKSHEET FOr~ CALCULAflNG UPLIFT REQUIREMENTS CAST -CRETE PERIMETFR BEA~A SYSTEM 1. 2. *3. *4. 5. 6. 7. Wind Zone 100 MPH Hei9ht above grr)und_~-l ~ fBet Wind load pressure~~_P.S.F. Shope factor--.!.~ Onf3 holf of roof span~..:.67 feet Overhanc' 1.0 feet "'---- 12 Deadwl3lght of roof and ceiling ... P.S,F. A. Iten, 5 x item 4 x item :3 8. Item 6 x 1.50 x item .3 C. Item 7 x total of 5 -I- 6 :309 P 1ft :.32 _P 1ft 18~_p /ft REQUIRED UPLIFT LOAD (A -I- 8 - C) ---.!..52 _ P. L. F. 'Based on 19'33 revlslor'lS to sectIon 1205 of fi,e Standard Bulldln'1 Coda. UPLIFT TABLE I AllOWABLE UNIFOR!.A UPLIFT LOAD - POUNDS PER L1tL FT. Ht:~R=3 ~112 1 - #5 ""CE "'__ m , 'O'---t-~ 238 ~'~C::" ~,: ::: _L ;:: ::: GRADE 60 I 86.' 'lOl' 1-- 5'36' 2 - #5 T9~ 635-14~- G:~,4,DE 40 ~595" 'ia~-.1'-:;- JS3 --- --- 14 16 24 -;;G- 18 20 234 137 171 116 103 137 132 G~ 90 1.37 114 99 372 !>06 13,3 161 137 25'~ 234 237 159 ~r132 --,~ 203 LOr.ld foble Is Based On fhe Following Provisions lJ LO'Jds shown lnc!u';!a.. f;l~ht of fWed ,l,ppro..td tAoso<"\ry Unit. 2 rill Con,r.l. 0: f'c 0: 2500 psi @ 23 d>:lYs. 3 R.'nforcin? Slul ::: AS'!'M .1.615 - Gr'J~a 60 or ~o oJS indlcat.d, ~ R.cnforciJ'\9 is plce.~ in Hit te-p of "pprc..t~ iA'.3sonry 1J!'I1t with 1 -\" cc.ar. 8011"," r.il'\forc.i"g dou li'" ~ncr"J$t !Jplitt c"P'Jcify b'.3ud en sin-;l, sP'Jrl con,jitlon beh.un tl. do'"'' po!<<Is, 5) if inttrpr.totlon of ACI 8uHdii"}? C-X. 'Jilows \" co..r CHr rainfordn9 lnsleod of 1.~. II-:. uplift 10';.;IS sro\\>n :n the tab:. con fa Incrt'Jst<! .n folio'*,; 'J) Cra.:. 60 Rtlnfordn9 1) S'~blrod 5') from tab'. ">:ll\.iu an,j m!Jit!ply resultln';J load by 1. 16, 2) n.,.n r.-od<:l 5') fo v'JI'J. obl'.31na-j frorn previous sftp for n.w oU'~wobl, Ilplift 10.J.1. !)) Gr.J.j. 40 Rti"f..:-rc,n9 1) $';11,' oJ, '~r.,.j. 60 n,c.pl 'l1uitiply by 1.14, 2) Son-, s as "I,.,.j, 6(), :0/0 inclt<:lst 1s 'JppllC1b'. fc>r .oJ!..U rr,'.3rlo.ed .-illl "n · or .., Set proy;skn !, 6) 'SPOt'l is mt']Sultj In (ut i:-ah,un 11, x en points cco!>lst1r19 of 1 l5{mlniry'wn) :n f:I!.d ....'k-JI ~Ic-:k c.n. Rtinforeln1 $r.oll b. >Jd''1'.i>:l!tly .n,b.,U.,j in fool:r,., 'JI'd $I-".:Iil n'.l'It a s1-ondQrd ~Q' hook o)t "'lj-~.~th or 1I1.}h.r In !;tQm. 7) in ,noli !p'Jn r;o.1dit!on, '.htre !P~nS c<.~!.lr 'Q~h sH, )f ., t!, d.)."", P');nt Ih, oll~w.~b:, uplift 10",:1, ~r. llmilt<! by Ih. 1.,.,.:1 ("p,'~ity of \t", tl. ,jo..n, Such <<oj, Qr, lo<:llco1.1 with 011 · f~ 9ro.j, e.O r.1nfore\1I1 ond '".iin '.3 .. f()r 9r<::-:1. (1) rtil'lfordo". 3) "llowo~l. uniform ~plifl !ood rMY b, muit!pl;ed by 2.30 if ., 11.- b~rn oels compc.sil.ly ..,in 0 fi!:M !in!.I. SAFE LOAD TABLE FOR CAST-CRETE HIGH-STRENGTH pr~ECAST & pr~ESTRESSED U LINTELS .-- 1--- SAFE LOAD - POUNDS PER LINEAR FOOT r-- _I _ ::::I~:~D' --=_::_:~~~:'_~ ;.7 B lbs, 4,615 los, ------~---- ~ --~~-,,~-~ ~"------ --~---~ ~ 1,575 Lb,. -3,H4 Lb., -~-~~~--~ t 1,565 Lbs. 3.260 Lb., --- 1,5~ los, t--- 2,837 Lb.. t= 1,025 u:.s.. ___"TH ~.!:.....~-~-~___ '322 lb.. ',.B-3 Lb., _._------_._-----.-- -~-~-----~----;--""-~--- ~= ~:~-.--- :::.:~--mm ~ ---- ------_.._--,--,~~--- 5aS lo..J09 Los. Se3 los. l,Hl Lbs. ---- ~-----------"-- 510 Lb" 1,210 Lb.. ---- ----- -----~-- ~a7 lbs. 911 lbs, ~~~~---~- -~-~--- 289 lbs. a23 Lbs, ----------- ~~~ ---~~-~--------~-------~~--~-~-,,-~~-,-~-,~--~ ---_. t'!".,.t. c:o:,dLtl,;~ld t,;, on i:ijept::-rG'tani r~n.n"i l-ab-orottlry. tAct:r.~ a Q tQrY>p<>slr. l"~ln",th an 11' pe~m.!... tea.., - o"e ,S ~r In it. lh!o!, Q,'. '5 O(Jl' In it" ~Q,n, 8~uoj on '..'. (Of'd~.t~ ~y W.,',... r. R<.><:II, p,[. LENG fH "- If ( ~3") ?rt<ml 4'- 5" ( 54") Prt,:rnt 5'- ." ( 5(') Pree>)st 5'-1'.)" ( 7/.)") Pr".,st ~_~" 13") Preeo$t 7'- 6" ( 'it.)") PreeoJst ')'- ." (112") Prtcost 10'- 0 (126") PreeQst 11'- 4" (13-6") Pree"s! 12'- If (1 U") Pree.at B'- ," (160") Prec,ut U'- !j' (I e8") Prtea!>t "'- 8" (176") Prutrust,j 15'- ." (1M") Prulrasn,j 1 7' - ." (203") Pr utr ~u.1 19'- ." (U2") Prufrused "~.....-"'---'-'.....<""'...---~-.....~_..... .....---"---~-~~-"'-~...........---..'-'-......-.----""'~~---_...-....."'-----~~-...----..--'''---~....'''''~-,..-----,-'-"'-~----------""---, OWN BY: J.G. S UwIJ\;IEI~SE1' MODEL: PASCO REV. III