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HomeMy WebLinkAboutBIN B-1 PERMIT 4454 \; ~~: . ~. , 'J I ~ ( , C'\ , .., I ", . \./'t-I ."" "- . '" , I A ''''. .. .~. ~< " .... , . ) 4f~" > 'ii' ,~~ ~ .~ '. Jf"\~l: . .~t: If ,1..:$:. ,,:(i' i'. ~~;{~tl. " .~ . .' t...,,~. J;~ . .~. "'~~~r~) X,;~1\~tf I ~ P- i- 't~",,,~.. ~ I,. ? /f ~-'fl:1~" ..t. ~"". .~~ ~:. .,' BAY VILLAG E BUILDERS @ Copyright 1 994 Bay Village Builders, Inc. p ~,,:iJt.f~';:i:-_ _ _ _ : CUSTOM CUSTOMER: THE WELLINGTON III ent fiberglass shingles DO [OJ [OJ [OJ [OJ DDD 11'-4 DDD DO 9'-4" [OJ [OJ , [OJ [OJ DDD DO OOD [OJ [OJ [OJ 0 OOD stucco [OJ [OJ [OJ [OJ stucco round columns ~ tZ' o,h. DDDDDDD DDDDDDD DDDDDDD DDDDDDD stucco bands FRONT ELEVATION I I 7 built up flat Melc start f1' from top 01 block =1 I ~ I 0 I D I D o ODD stucc stucco REAR ELEVATION - ,~ ADDRESS: ,;t::\. ~-:"".~' \ I ~ \J ,~ ~ .. )~. ..." f.1.'....'.')';; t;'.i.7 ~ \" })I' ' '.':. ,'1' \~ ~!. ~ \ '\ .. \' \\ ':~.'..' \~ "". I I '- f I ~ I .~' .. . ,'6~~{i~f1":f.I;('.ef}~ _' "/("l' " ' /,. : '11'" ~.~~~ ~/j.~<:~ .'. # .~ (:~A .-cp Ut~lii"..~/;';"h,::t.:K\iJ~V .,r""-"rue~ . ~ 1\0..<: f.1j.:;r.:s."r' ..<"j~:" I .' ~~'. .:: ''1.-.'- "... .. y _ ' >' Ci'~_ e' t '. , ~ /"~' - "'" .. :'il-f :" ~ - .' .~~>.- " r:r~-' scale: 114"'~>i', ~ ;- ~4~" . ,.i -'.... ~ 4-' "; LEGEND: TOTAL 2485 1795 408 242 '40 DATE: 1 0 4 94 7RF 7f,Ob ibdll1 ~ / S::L ~~"- (}! ~ ""-- '7 R P }l '/, ~v t t> y3J- it{ _ _ _.. ..~_...":'t~il.>_,_J_L I' LIVING \.. i\ )!]I / C\A1ES GARA GE \ \ ~ v:: , tf?~.& ASSO ~'\...~. ~\J'~tljra\~~~~:~lg COv. LANAI O I '. '2 U 43-'39 honey (8'\3) 968-5779 :EN TR Y '. 32-624 , , A ".ED ", tampa, II HAVE REVIE.WED T~"J~l'~~E '\Ot" I . .....,r.; V ";~RT\F'f THA;~\,.,c: iN COMPL\,\NCE ~ OESIGN AND SF~ANDARO BUILDING CO. -..:l!>_\ 1205 Of niE" \ .;>w' ...... II. THE WELLINGTON III built up flat Mck r= II II I II L stucco stucco LEFT SIDE ELEVATION CD CD CD CD CD stucco stucco stucco RIGHT SIDE ELEVATION scale: 1/4" == 1 ' BAY VILLAG E BUILDERS PL : CUSTOM CUSTOMER: ADDRESS: LEGEND: TOTAL \~ M,..~IJ\rc.s LIVING )ftJt~~~~~aI~ir~J GARA GE , ,.., "k,~, lj~~",;(:i1'li\$~(~~~)96f:l.,517: hiihC'~ CO V LANAI ~.. il:f~ ,r>,vE. P.E\J\E\'iC.~~~~\\\" GSeil ~ . '?,ilf'I' ,.~A" , r\~ IN COMP~\~N EN TI D Y , \~Ef~~; fOUND Ii i~iJ~lD'\NG CODt:.. 1 \, l)~~~~~ ir\E. SI ~NOP-?,O ' '\' ~I~ ~.,~ · DATE: 1 0 4 2485 1795 408 242 40 94 @ Copyright 1994 Bay Village Builders, Inc. JIL THE COVERED LANAI MASTER SUITE 1 3' 8" X 1 4' 4" I- I HIS L_ e - ~!::~ (1)~ ~ ~ (1) e 00 BAY VILLAG E BUILDERS @ Copyright 1994 Bay Village Builders, Inc. PL : CUSTOM CUSTOMER: ADDRESS: MASTER BATH WELLINGTON III LIVING ROOM 1 3' 6" X 1 4 ' 4" FOYER ENTRY BREAKFAST AREA arch above FAMILY ROOM 14' X 19' vaulted ceil. ~I KITCHEN i) t::;, I II~ ~ I I I I REF. DINING ROOM 11'8" X 11' ) J~ o BEDROOM #2 1 0' 8" XII' ( o o LJ BEDROOM #3 1 0' 8" X 1 r' ~~ 2 CAR GARAGE 1 8' X 20' 1 0" / " scale: 1 4 == 1 ' LEGEND: TOTAL LIVING GARAGE COV. LANAI ENTRY DATE: 1 0 n.J. LEON & ASSOCIATES I' , arth\tectural ~lanr:\ng 4:3:~9 hOt'l.3'y' VIsta elr. ~1'lM. 1'133624 (B13) 968.5Ti9 . ' 'REVIEWED THE ATTACHED 'HEHlBY CfRTIFY THrATTolsH;WINECOI"PI1,t,NCE WITH ~Er.l1f)ril 'aN MID FOUND I !::V1 - x' ',"\ ~ ~~~ Of n~E 8T ANDARD BUIlDiNG CODE. ~.j; .Jt . ~~ I\),/ f\ 2485 1795 408 242 40 94 L A .:AI' UTILITY S G] BAY VILLAG E BUILDERS @ Copyright 1994 Bay Village Builders, Inc. p. N: CUSTOM CUSTOMER: 32' 1 2' - 8" 9' 1 ' - 8" 1 7' - 4" THE 25' - 8" 1 6' -4" 5' - 4" WELLINGTON III alum post 26' - 4" Q) I-- I I ------------1 I I I I I I I I I I I I I I I 5 ' - 4" I 1 2' - 8" I alum pas .. ~ 1 9' - 6" 1 7' - 1 0" c ~I- - - o ~ t / aluminum post installed by supplier per product specifications 4" cone. slab w / fiber mesh concrete on .006 mil, visqueen over poisoned clean compacted fill 1 '- 2" 1 ' 4" 9 ' - 4" I I Q)I I 4' -4" - 6'-4" 1 '- 9" -~ ~ fDi 0/~ L!!J Cb ~ I I I I Q II LlJII I I II 4' -7" I I ~ - - - ----l L -l- - ~ - I I~-- @-- i'W ~ I 14 I I I I I I I I I~ I I I I I I I I I I I I I I L=====}J_===~ I 1 9' - 4" 8' - 7" 5 ' - 5" 11'-7" 1 6' - 6" 13'-2" rr -- I 4" 1 3 ' - 1" 4' - 2" 2' - 2" 6' - 8" 7'-~ 1 3' - 6" - -11 4'-~' ~ 4"1 II I 9' I I - - Q)- I I I I I I 1 1 ' - 4" I I I I I I 12' 52' FOUNOAT ON/PLUMB NG ADDRESS: 1 4' - 2" 1 3' -8" 21'-8" 57' -8" ~~(~~ bF (),\Or-.}cUTtc... f;OTiU!- 6HAU- u-r~~ 'le:> # 1..,T0 'l.PJ_ ~W\~\z. ort ~H,"IU- ,3'?.. 5~W\ \}IN-' (()105'TlLuC.llC~ 16" " L" I 2 #5 rebar ':0 ~ I-- 1 2" \:::!.) EXTERIOR WALL FOOTER ~SOC\f\lES "'oN &. ;\v . nJ. L'c. ~ . ,-"\ "-"3,\,\11'9 f'" . '~ec\urQ. yl j a.rcn\\, "jsl.ll;jr. ~ ~9 rrftS'l' ~e~3) 968-51/9 C'r\~O , .' n~ 'a ~~~ "'J'IcO " ht; po. <:cCl\OH ~!.,... r\,\\!e r.E'J,c. N~Cr=. w\1\-1.; E.l\1'f'{ 1'\.l,,\ T \ f-.c IN COM~LI - \ ~E~1?l) fOUNt) I1J~u\I..O\NG cQI.;'C. -,rp.l DcSl~. ..., 'I: 51 ~c;'.n \ r \ ~. ..?!fit.ir ,\"I r ~ ~ ~a'l \\\ ~ t/(/ IJ / ~\L PiNCr Dtt11lrJ /r(\j D g \.fi{..- 0\I'Ur 5 \V.1u \.- S H !\ L,- g Ii. SC-I-H.. \~ \.ll- l/: C Ll T'f OI-VINI"tJc::2.(C- rf'-I3 U L /simpson post bottom #5 rebar 6" O.c. 1 2" 24" - 1 2" (l) reba r 6" O.c. 36" fin. garage ~112"L 7 I, I I 2 #5 rebar 1-1 I-- 1 2" @ · 1 #5 down rod refer to PBS layout for location scale: 1/4" == 1 ' LEGEND: TOTAL LIVING GARAGE COV. LANAI ENTRY DATE: 1 0 4 2485 1795 408 242 40 94 1 L - - BAY VILLAG E BUILDERS @ Copyright 1994 Bay Village Builders, Inc. p N: CUSTOM CUSTOMER: 21'-8" 57'-8" 9'-4' r 1'- ' ~ 32' t 1 7' - 4" f 4' ! THE WELLINGTON III 52' 25' -8" i-- 3' - 7'-4" , . ~2'-4~ t -v<- I ,vI tl., .0 ~ t ~ v~~~ 6'1 ~ 3'4" .~(7(1 - 5'-4"-~ I )( ~ t:-- ~L, ~ ~ \.er r.G cI~ \t~.~ g' ~ \\ \\ 6'-4~ j' ~ Ot->' 11 \> ~ - 3.-4..... - 3'- , t1 ~ ..~ ~ -- 61-2" -- 5' 2" ~ ..... - - 1~.! ~ 1 ' - 2" - r-1- -- _______ \f. ~ ...J ;?f 2' J I ~ -------. [.sr?:>a ~r / , '-8" J 5'-4" hV/ 6'-2" .} '-.Yo '_ _ 2'Hs" - ,H- 3'-8" 16'-4" w60D I)~ 2'. 8" ~ 1'-4"'~ ' f,~...~-[: CP o o o o , ;( ~ at/" ./~v r V \.;~N' lell "-- A\J\ I I I I L. I I r L-. t)JOco 6Vo,-.... ~ 1/ ,I ~ ~ ~-- /<-l ~~~ L _ J - --.J ~woorJ,~(JUM. ~ /1 A"'-v.-vT<< , ,-- 7'-2" @/ ~ ~-8" T~ :J..(k'-J01<',,?~ /~.(;. '~l \ { ~ '\. ..., " .,{/ ~e/, ,!S ).e)~~,~,( i?-. ~ :.r '/ 6' - 4" - - ,,,,>- ./--u-r < ~ ,.,,~ IE;;:::. -- -- ~ 1 ---- 3' - 4" --9- Shs.mA<.((tf~t._~.&J-A-fY"~.J ," - ~l " Jtl- - - 1 -4 lZ\.-4" I.~ 1~~ ~ '7 r 8" I I "- ~ r-- / , I I I I "- ( 'l 4' -... ( 11'-4' 1 8" r t - ~ l' 1'-- ~ 7'-2" 13'-6" 19'-2" 52' ADDRESS: 26' -4" 9' - 6" - - 4'-10" - 6'-4" 1 / '10(( SVZ$.0C OIV Ibt ~ 'if€'<" ~ I I -J ~I ~ ) _ REF. + .../ ~ L.r IDI I WI ~~ B ~(G] T7 {S~1~" I U 'sr-v~ r'bft# -prtt.1 A / fW\ o "-/ ~ 1/ H \!!) -- 2'-4" ~ Sb '~eT6~(( tJ.v /!. /' C/1-dAA-- ~ / \ 16' - ---- l' -8" - 2'-8" 1 7' - 2" 4' - 6" 57'-8" 27'-4" -. I , . f; BLOCK OMENS ONS -- ---- l' _8" 19'-4" nJ. LEON & ASSO~IArE3 , architectural planmr.g / ~ 'r~,:#lt vi$ta cir. , .. "'''''''>4 (an) 008-5779 talY'tPa. il .;>oJ.... T . "'H "'I ,. 1~:WED THE AT "..... ,,-. , ;J,eftiE6Y CERTIFY THATOl J~a.~ ~PL\'~J~CE WITH SEC110! DES!GN ,~~ SF01' ~~r? ~OT ElIIi~DiNO rouE. f" .. ,y.c" ('-$ rr~c; ,...'\:~~~ ...~ '\G ~ ) / ~UJ 1. . u scale: 1/4" == 1 ' LEGEND: TOT~L LIVING GARAGE COV. LANAI ENTRY DATE: 1 0 4 2485 1795' 408 242 40 94 i 1 1'-6"- BAY VILLAG E BUILDERS , @ Copyright 1994 Bay Village Builders, Inc. )L : CUSTOM CUSTOMER: , 4V \~~ THE 6~ I (1'-4 --1 3'-2" -l~-=-! 5'-8" I ]V --r 4'-6" - - 3'010"- L - - :..- 3'-'1' -- - ----, - 14'-4" ,-- I - e - - 6'-8" D f 00 3' 6,j10" WELLINGTON III I 1 0'-8" 14' 11' 14'-8" 19' /\ ^- . ~ l ~ -3'-6"- 1 ' I--- - - --2'- 7'-2" t ~,~, i 5' f '1'-10"-rl r i -\. ,) ) 2'-6" - -- 3'-1" -- 3' W-13'- ~7-2 '-~ L-----.1 · : ~ I I I~ /'''4' 0 ~'-4 ~ ! _ _ _ -- ~:-~ ~, ~ ~ N 7'4 V ~ /-J- I _REF.__~ ~ 1 i 5'-4" t /LJ 7' I 1 f I L- I 3'1 ~I r_4,_ 6'-'1' - 1'-8" I 12'-2" 11 '-'1' 10'-8" 13'-6" o 6'- 0" ~ ~ .... =: 5'-10[;] ~ b S o 11 ' - - 2'-4" RJl <==I U o x.~ 1 4' ! 11' 18' , 11'-8" - '-10"+:: '-10 ~ ~ ~ -- 1'-2" l1y ,-l. I ~ 5 3'~~ L I -r I I I I I I I lUJ LU 1 1 20'-10" V f'\.. I I FRAMING J t eON & ASSOCt^, :rES 'R. .~ . aroh~'-'al(al p!an~lr.g . ~~"3 tlJ11'f v,st.a elf. ~ , ('0'3) 968-5//9 "i.W-C-l~i$..~4 , 'E.D THE AITt,Cr:EL , \~~f~'1,C~"\~r:-r{o' ~:~ tt.~~~~1"lCE WIT\1 SEeTIO! I)f3f3N ~~ ~'%iDAAD BUiLD\,NG COOE.~ ...f 1~6Cf H",",'IOr . .,.(~''''\:P \. - , II DIMENSIONS ADDRESS: f I I / " scale: 1 4 ==1' LEGEND: TOTAL 2485 LIVING 1795 GARAGE 408 COV. LANAI 242 ENTRY 40 DATE: 1 0 4 94 I i THE ......... WELLINGTON III I - -, .....-- CE:~ FAN rRE-WIRED --. I CEI~AN PRE-WIREI\ ry WPf.}1/ \ '" '-- '- (Q\ \J CEILI~ FAN PRE-W1RW '" \ J '---.. @L.'-- __ "'-- ? I- I -c>-- ~!T J \ \ O~O . -- BAY VILLAG E BUILDERS ~-if'-\ CEILING FAN PRE-WIRED h / <5 (Q\"" I /)QJ ---. -. ( ~ / k::EILlNG FAN / / PRE-WIRED ro/ 0 \(Q) ~ CEILING' FAN I , PRE-WIR"W' )1"" -dJ--~ ( ~ I I ~A~ \ill . e 4>> ~.~ ) REF. tJ ~[3 .G] I , \ \ , '" '" '--,~ CEILING FAN PRE-WIRED -- ' /' \ \ \ "" ~ @ ELECTRICAL @ Copyright 1994 Bay Village Builders) Inc. CUSTOMER: ?L N: CUSTOM . ADDRESS: PLAN ELECTRICAL LEGEND <) LIGHT 0 SMOKE DET, J DOOR BELL CHIME q]) RECEPTACLE $ wALL SwITCH ct BATH EXHAUST FAN ~ PHONE PREwIRE ~ t T,V, PRE wIRE @ RECESSED CAN FIXTURE ... 8 , , HANGING BALL FIXTURE f. ~ ~ t <:. , . 0) o c=J nl)J\J).~ ~ ~ ~~t\- - ~ ~k~~~~~ ~OL~ ~\ ( \ \ \\ ; ~ scale: 1/4"==1' ~ON & ASSOCIf'\TES R...J. L- . \ ...Iann:,ng )I a,lf;ht;;:ctura jo'< . '1 'v\~\.a elf. ,', 4"~-9t(..(iVl . l3~3)968-5Tt9 " '~.~ lH" ATTACHeD .. · ~ ~"",-" ,,'W. R'~p\~~~E ~~lri SEC1\O~ U!.",,'(,...~,.rl, 6EINCOW. , v.~Y;~" I\.~ f~.uNI) IT 10 \LD'NG cqQE. t)c.S~ ~...j: 5'f ANO>-RO au", \ \ . ,,'" \ r\~/1. LEGEND: TOTAL LIVING GARA GE COV. LANAI ENTRY DATE: 1 0 4 2485 1795 408 242 40 94 I. _ 1 . - ., THE WINDOW & DOOR SCHEDULE: WINDOWS: CODE WIDTH HEIGHT 18A 19 3/4" X 2ft 18B 19 3/4" X 38 3/8" 18C 19 3/4" X 50 5/f1' 18D 19 3/4" X 5E/' 18E 19 3/4" X 6:1' 18F 19 3/4" X 75 1/f1' 24A 27 1/4" X 2ft 24B 27 1/4" X 38 3/f1' 24C 27 1/4" X 50 5/f1' 24D 27 1/4" X 5f1' 24E 27 1/4" X 6:1' 24F 27 1/4" X 75 1/f1' 32A 37 3/4" X 2ft 32B 37 3/4" X 38 3/f1' 32C 37 3/4" X 50 5/8' 32D 37 3/4" X 5f1' 32E 37 3/4" X 6:1' 32F 37 3/4" X 75 1/8' 46A 54" X 2ft 46B 54" X 38 3/8' 46C 54" X 50 5/8' 46D 54" X 59" 46E 54" X 6:1' 46F 54" X 75 1/8" DOORS: CODE TYPE R. O. 1 2' Prehung 2' 2" X6' 1 (j' 2 2' 4" Prehung 2'6" X6' 1 0" 3 2'ff' Prehung 2'8" X6' 1 0" 4 2'8' Prehung 2'1 (j' X6' 10" 5 2' 1 0" Prehung 3'X6'1 (j' 6 3' Prehung 3' Z' X6'1 0" 10 l'ff' Bifold 1'7"X6'[j' 20 2' Bifold 2' 1 "X6'[j' 30 2'ff' Bifold 2'7"X6'[j' 40 3' Bifold 3' 1" X6'[j' 50 4' Bifold 4'I"X6'[j' 60 5' Bifold 5'I"X6'9" 70 6' Bifolc.l 6'1" X6'9" 1 00 2' Pocket Per frame 200 2' Z' Pocket Per frame 300 2'4" Pocket Per frame 400 2'ff' Pocket Per frame 500 2'8" Pocket Per frame 6uO 2' 1 0" 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 3/4" POCKET SLIDERS: CODE WIDTH HEIGHT 311A 38 3/fi' X 80 3/4" 311B 38 3/8' X 96 3/4" 411A 50 3/fi' X 80 3/4" 411 B 50 3/f1' X 96 3/4" 511A 62 3/fi' X 80 3/4" 511B 62 3/8' 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" 1 021 B 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 I/Z' X 80 3/4" 822B 98 1 /~' X 96 3/4" 1022A 122 I/Z' X 80 3/4" 1022B 122 I/Z' X 96 3/4" 931A 107" X 80 3/4" 931B 107" X 96 3/4" 1 231 A 14:1' X 80 3/4" 1231 B 14:1' X 96 3/4" 1531A 179" X 80 3/4" 1531 B 1 7 [j' 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" I- I L_ e e 00 BAY VILLAG E BUILDERS @ Copyright 1994 Bay Village Builders, Inc. N: CUSTOM CUSTOMER: ADDRESS: . ~ ."___, ",'. .- ..I 621B 30 I I ~ 400 glass block (/1') 6 units X 6 units w/ 48" X 1 9" arch above WELLINGTON III w/ 19' arch above 32F 32F 32F ~ N ~ l:(J c, fixed glass ~~c,6 38" X 70 ~~f'\ o ~ \~~i 52B (/)A ~~ "-..) ~ ~A ~~ .~<c ~ w/ 7Z' X 36" arch above ~I 3 <i) REF, ) J~ 400 B 130 G] ~ ~ S~t\J.- '0'", . ~o..~ k)v\~ \ (F ~ tJI\, o 32E 32E w/ 19" arch above 32E 32E ~ o o 70 ( 0) o c=J 70 ~ 16' X 7' garage door DOOR & WINDOW SCHEDULE N ~ l:(J ~ ~ ~ R.,j, lEON & ASSO~lATE3 archi\~tural plann:ng 4-m ~;ft3Y VI~1.a elf. taf~.a.1l ~'24 (1313) 968-S'l79 .. '"EVlc'WED THE AnAC~l:O , HEF.ES'{ O;:RTI'F"! T:-t{'O' ~:~ ~MPLlANCE WITH SEe' ION ~,~S\~~~~~~~ARDBU\LD\~GCODE. \ ~"" ~~\r scale: 1/4" == 1 LEGEND: TOTAL LIVING GARAGE COV. LANAI ENTRY DATE: 1 0 24< 17~ 4( 2L L 94 I I i -,. ''t" ~ ,- \.., ..... ." ~/ , J.t- -' ~ . ,";. ~ ,,:", . " ~ ,:. ~~.:. '.~ t/ t:':r 1"- j , " I 1:;:' ':.. , ' r:~ ; .... ,..~;.; >; "f' ~ <,-' .... ; , ~, . ,~ ~~. ~ Ip'~ :. ~l~ A, . );,. .'. i .\:.;., (' ~ '. ." . .J.f; :'- ?I~ . .' ,;",/..,', p' ~:,. ;.;~ ~. '~~"'.' " .~, ,1 , ,~~~ . '\ ~,:'^ tt .:: , },.' , ~~ >.. '- " ...; ~-~ , , ~ i< " ,,, , , . ' -' i, f , , ~ ~,,-J' . < '~;I ''- --, ,~ FlLL UNTEL W /1 -/15 BAR *250 #/FT. "A" t> J 1 65 II * Indicates Ibs. per linear foot capacity required precast lintel to support dead and live loads. . ",.,' . t · t · . t .......... ~ :;i; 0 ' , ; I.{) .~ N * t: by .......... ~ 0 I.{) N ,~ * *250 RIFT. c========================== · . ~ ~."" I 1 ' I,' , ' I ' 1 I I 1 ' I I, , ! ~~ 52'-0" t G.C, NOTE: place filled cell under all girder trusses *250 #/FT. BEARING WALL . . FILL UNTEL W/1 -#5 BAR *846 #/FT. . t t . . . t t . "A" t> ,~ ~ I I .. - " " FlLL UtjTEI.. W/1 -15 BAR *250 #/FT'I · . . . :<.. *"'" . . , . ----- · t '",.----- // // // // (( I I I I II II II II II II e250 ~ .~ ~ ~ ~ :::J :1 Ci: .,. ~ ~ , , , , i A ~ a . I , "A" t> 1 ' I I ! ' 4102402 ---.-:..~- . l:..-.>>....-....... .~..,.i__ .~.,;.- ~ .. ~.':i;"' ~_~~#'""'" .::.>[;{~ ,', . . - ~ - ',\ .<>~ ,_~!ii; ',..-; -'~:- ~:" . . , ,? ~~t . ',-, . . '~. . ':, \ . ' . ..; -~ ': -h . - J';.,,'/ :,;~ :' " ~,~".; ~ . \ ., ,,;,.-. .' .-. .. . , 1 r21= #5 BAR(S) AS REQUIRED . :: ' :: BY UPUFT TABLE; CONTINUOUS ?:::.:::..::~ ' HIGH STRENGTH UNTELS BY CAST CRETE FILL TO FORM COMPOSITE BEAM WORKSHE,EI FOR CALCULATING UPLIFT REQUIREMENtS,' CAST -CRETE PERIMETER BEAM SYSTEM' - ' SECTION "Au (0 lOCAJ1a.I$ lNOJ(.l.TEO 0Nl'V) 1. Wind Zone 100 MPH 2. Height above ground 0-15 f6et .3. Wind load pressure~_~P.S.F'. .4. Shope foetor 1 5. One half of roof span 17 feet 6. Overhang 1 feet ' ceiling 12 " 7. Deadweight of roof and P ~S.F'. A. Item 5 x item 4 x tfem 3 ~6.!...p 1ft B. Item 6 x 1.50 x item 3 32 P 1ft C. Item 1 x total of 5 + 6 216P/ft ' b I " ~ I if> . b I .. N ..... ~ I .~ t-.. II) I - ..... ..... b I 0 ..... ~ I - ..... ..... , . , ~, !" .. ':> ~ REQUIRED UPLIFT LOAD (A + B - C) 113 P.L.F., tBased on 1993 revIsIons to stctlon 12()~ of the Standard Burtdrl'lg Cod.. APPROVED MASONRY UNITS (TOP COURSE ONLY) (LINTEL BLOCK) WI /15 BAR(S) AS REQUIRED BY UPLIFT TABLE, CONTINUOUS AROUND PERIMETER WHERE TIE BEAM EXISTS, FILLED wi CONCRETE UPLIFT TABLE TRUSS ANCHORAGE (SEE PLANS) ALLOWABLE UNIF'OR),I upun LOAD ..' POUN~$ PER U~. FT. ~ 2& SPACIHO 8 1() t2 t. ta la 20 z. 32 1lCW. , - - 1 - 15 7Sg 507 370 288 234 Jt1 111 ' ' 131 11.& 10$ GRAOE 6() - .', 1 - 15 @ " ; I, 549 313 271 21t 1~6 t37 tf4 '91 90 GRAOE 40 , '" . , I', , . ' 2 - 15 1m 859 tt, [,' C GRADE 6() 884' 101' 5~&. 4f7 311 3Of, , 2$f ,Jt~ tSI U1 2 .:. 15 ~5t &~5 45t , 3$3 28." ", 231 2Q~ . 1$_ 131 11' GRAOE 40 5~S" .uS" ' 411- " OPTIONAL COURSES OF BLOCK AS REQ'D HIGH STRENGTH LINTELS BY CAST CRETE FILL ONLY IF LOAD EXCEEDS UNFILLED SAFE LOAD CAPACItY Load Table Is Based On lhe 'rOH6Wrn~i Provlsto.n$ · 'I' - ~ .b) ~lO R.ro(mftl~ - ' '. . '. , \ ls ~: ~::~: w. ,:x'~"'mw.~ply 6y l.t4.. . _' . . l(4 ~tot' f. ~J: (or '(Q1\i.. ~~ Vritlt Oft · ,0( t,-. ': : ) $.. pi<Nt~ 7., >#'., , " '" . Spoit J',,!l'l~" fn fttt ~.'" ut do,,, 6910fj ~~dIl'2'" ' ,c , of I I~ir fMt.illlr" fJlltd ~ b~k' ~"~<<.tn(o~ ~', allot ' .," , , , b. 04t<1~'" tmkfifW: t., t~.~U ~~ hat-. 0 ,dlit4- W l', h<<Ik of l1\~-~.pth or rt~,!.,,(" ffi(1'l. "" ,/, ' " 7) 1ft tMtt ~ ~h. wfj~ 'Wri. ~ ~J\' .f<J.d 4 ,It. ,~w" , POf~ Ih.. oll9.~W.'\.lRllft. r~..~ ItrQlft4. by 1M, f9Odw~I,t1'~~ Rtb. 1f.;~"d~ ~ fl>Q~'~fJI'\~~t4. Wlt",o~ t {ot~I'II:Y " r~lilf~~ 9nd with 0,',.'91. tOW. .(.0 nfn(ot<;N. :-,' , , a} A!klwobr.. ynlfortrt ",p1lff ~:~ b. mwtfpfttd bY 2.30 l' ~ .tf.... . ,bt4.m od'~ eornpolftelf, wItb '~ ftl~ Ik\'tt. , , · . ,,' . , I ,-- (1) #5 ~ BAR IN FILLED CELL, CONTINUOUS FROM THE BEAM TO FOOTING. IjlOOdl shown Inc/ud. ""ght of flUW Apprcvw t.fotonry Unit. . 2 rut Coner.f. .. f'o '" 2m p.t 0 28 dflyt. ' 3 R.!t\fOl'(;ln~ Slftt .. AST14 Aa 15 .. Gr~. &0 ~ 40 (II tMfoafH. . Rti/'lfOl"fj!rl:J I. ploud 1n the fop of Appr~N ~tonry Una with 1-\ eov.r. 6ottorn rtlnforell'l~ do., l>>t lMr+QSt \lpllft co~~ty bostd on s!tIgf. spon condit!<ln bmten tr, dowit po!nt.. ' 5) I' Inftrpr.fot~ of ACt Bl'll<lIn~ Cod. oltow. ,. COY'" OY" (e1/'1fOl'CII'l9 llltl",d of t -l. th. \Jpllft /0<<11 allow" Tri tile foble con b. Incft<ltW 01, follow.t 0) ~t<ld. &0 R.lnforcrng '. ' 1) Sl,lbf~d 51 fforn fob!. vo/un on.j rrtl41KP'1 rt~ lood by 1. 1 e. " 2) Then rt-odd ~1 to valu. ~fOlnW from Pc'~' dIp for on altowoble vpRft Io<ld." ' PRECAST CONC. SILLS BY CAST CRETE __i. .~ f SAFE LOAD TABLE FOR CAST-,CRETE HIGH-STRENGTH' ~ ,j'., PRECAST . ~ PRE:$~rRESSEO U,:lINTEL..S CONCRETE FOUNDATION (SEE PLANS) .... -';: " " .. :, ~ ,,; . 'SAFE LOAO - POUNDS PER UN EAR rOOT '-, " ~ . LENGTH U,NFlllED t FILlEQ' ,4'- f1' ( ~) PrKo$l t .875. Lbt. , '.408 U>t. . ' -/ 4'- t' ( ,..If) I'rKost U60~ tb.. , , .,&1$ \.b.. _ , : ~ 5'~ 4,. ( U') Pmost t.14$ ~J. ...a1$ l,b.. " ...' ',' , ' " S'-If1' ( 7f1') 'r~$l f.S7' lb.. " . $.t~ \.bt", - 6'- t' ( 18') PrKod ' 1.566 ~J. $,160 !l.. . ".',' ,- ,"', ':' 7'- ,~ ( ~(1) 'rKQ$l 1.$00 lob.. .. 2.&U tbf; ; " , .' g'- ~ (tit) PrKost 1.0~$ lbJ. I ~t.., U>-.." v , ,< 10'- ft (146") I'(.~o$l - ~U l.bt. , , f ,)>> lb.. ,; . " , ; : ,I. . '. 11'- I." (136") I'r'~ost 800 \..b.. " ' c tlm I).. >. 12'- (j' (1-(4") Pr~ost 1~ \,bI. t .$04 lb.. . " c 11'- ... (160") I'rKGst &5t lb.. ; t .61' l,bt. ' 14'- (j' (168") I'rKo" , " '585 Lbt. . $Of \..bt. (4'- ~ (116") Prulr.uW 583 Lbt. 1~~.1 ~.. " I~'- I." (t3.()Prufr.u.d 510 Lb.. t,ttQ Lb..., , , 17'- 4' (20a") Prnlrhstd 3&7 Lb.. 911\.)... 19.- .( (23r) PrnirnsW - &2$ Lbt.' 289 lb.. ~ "', TYPICAL SECTION Ifni. condugfN l>1 011 ~~.'l<"'" r~ lo~ ", 'Actltlt Q' II com\X'Clt btOl!t .lllt !Ill r priMltt h<Im - OIl. " lKIr 1ft fl. ...... QM II w 1ft it.. ~ ktH Oft ~ ~ ., Wtflltt t. IlotaIl. ".t. "\ I~ 8AR(S) AS REQUIRED BY upun TABLE ./ 'I! r , .." POURED CELL W/1 15 BAR CONTINUOUS FROM BEAM fa FOOTING '. 0;' ~. ~_Ju~~'~~~~"~~-~' STEP DOWN TIE BEAM DETAIl. (SEE FlOOR PlAN fOR STEP OOWN OEt'JLLOCAnoNS)' PlACE VERTICAlS PER TYPtC.At. STEP OOWN OETAlL , ENGINEERED.. PRECAST PERIMETER BEAM SYSTEM -'t=~c:P _ . n~A ENGINEEREO CONSTRUCTION PRODUCTS CORP. EXECUTIVE OFFICE PHONE:(813)621-4641 COUNTY ROAD 519, ONE MILE NORTH OF' 1-4 " P.O, BOX 24567 . TAMPA. FL. 53623-4567 .' " _' J.. '><' . "t ~ OWN BY: G,B. , DAlE: 10/26/9-4 CHK BY: J.6. /1'" ..., r / --'- - . -- F'Ft: a~INEE~D uP, l~$& AT 2-4' tJC. / E>EE ElEYJI eECTloN~ :::;~."'-'" <-.. ........-....-....~ ....~ ~ . ~ / / / / / // // / R-I~ IN5UL.AlIoN (R-~I!) OPTIoNAL) h... BlOCKltlG STAC:aGERED BET1l.e.EN T~e.E ~ I~~ICANE ANCHOR AT EACH l~5~ e.Ee TF\J55 EtlGlNEERING EACI-l MODEL fOR 6F1:CIFIC TRUeS HOLDDou.N M::OU:REMENl5 ,-' FiBE~LA55 5HIl-lGLE5 --- F'M: a~INEE~D u.P. TF!J5~ AT H' tJ,C. / /--_. / /- /- . - R-I'3 1N5UlATloN (R.-3fZl OPtioNAL! 2><4 BLOCKIl-<G & T ,t\(,(;,E RE D BE Tu..E EN TRU!>5ES / r-- , 1-lU~ICANE IINCI-lOR. AT EACH TRUes 6EE TRUSS Eti:"2INEERINc. EACH MODEL I fOR !>F'ECIFIC TRUes I-lOlDDou..N "'fClUiREME~Te // /' FiBE~LA55 eHlti:"2LE5 - .: ~ , / / ~.- 1!'>/32" PL 'TllO. eHEAT~INa '~M~()~. / \ }I /~' I \ /, M ':r.~ "" J , ;.:X .~' ~ -/0~-JII U":'V -........~ \ -' - TOP ~ HA50NRY ::.o~~~~"~D I ~\o'" ~oo~~ ALCN COP EDUE 111' G'T p5lJ1 - ~ CEILltJU DIAf"I-jRAc.H = _ ' \ !'>d COOLER. NAILS - . ~":'~,jl 2"", OUB.FA&clA OR 6u.eS'" . " OC, ,:.: 5EE ROOF WI ALl.H. FA&cIA TO 8'-0" FROM I1IAlL - I, ,,'" PLAN ALUMINUM 5al"IT ~ 1 \ b'2 PT NAILER --- // \ 1I1',DR'TI1IALL ---/ J ~- ca,jC. FILLED "U'BLOCK / ~ :~:::TL:::: BEAM OYeR /V Y /' HA60NR'T WALL OPN6, (SEE $F'ECS) ---- Vl' .-/'1 I ALUM. FRAMED \1IINDOIlJ 1.l)1 aCREEN (&fE t-fU, ~loP DIl.G~, /II'D _---- ATTACHEHENT 6CllEDI.l.E') ------ :.-- /-.- F'RECAST CONC SILL !:>EE ELey I) !:>ECTloN5 / / / \ / / / ~(~ '<, ~/ /' / f7\. '^'. ,,\/\/\)(YifJ: .: : - / / ~...J",,",I',.:/,-.... '-../\_-'-'.- ,~tjl; ~~ ~-- 'f']~' -- - - ~~'~C~~T~~'~--.Jr- :~~~ ~~-E~O- ,I - ~ ~ ~ _ '~.=:j ~"'~ BLOCKIl'l6) I Ii -- '"', f'~< ~- ALlJ'1 DRIP EDGE 111' 6'fF5l.t1 . - /' ~ J" CElLltl6 D'API-<R/I6H / [' , VARIES'. " "-, ' Sd cOOlER N..l.'L5 - -IY;;--- - "" '....- 2~'" oua.FAe.cIA OR6USS.... ,'oe. I t"'EE RO " WI ALlI1.FA5CIA TO 8',fZl. FRc.M W.\LL J PLAN ',- 'u 1---- .-. "'-_ ALlI1'..... ~"'rIT T Of' f'lA TJ: . - ..., - - """ , '^"" 2.'" ~r.JD~ .Jr- -, IS La ROOFltlG FEL T / /-- 1!'>/32' PL 'T'U,P. 5HEAT~iNa ELEYATloN YARIE~ --~-t 1\-/- ExTERIOR FiNiSI-l ON SHEATI-lINa f' e.EE SEC. '....11 a= SPECS FOR ~AROI.PANEL M::OU:RE""ENT5 111" GYP, e ARD -- - . -- - ----4:, -- 2;.( -4 STUDS AT 6"OC BASE MOLr:; -- -.. lit ____ R-II 8ATT INSULATION I / 3/"''' APA RA D DECKIl-JU . -_ I J ,I .. ~- 2 ;.( ... SOLE Ie CONT , _ \ /11 '. \_._. UPFE,R ~!.Of'R .I:.~NE _ _ _ __ ____ \ _. ---- - r WI -- , - - Y,:,\ niT '~"'~- SEE DET. 61-1T. D'" OF'EN u,eB llO, FLocR lR' $E!)-~, 'H:i':" FOR Cot-f. CTla,s OR TJI FL JOI5T5 -',- I L-:::-" TOP a= CMJ \1IALL ffi :~ ~~,~05~::~C~~ FI l~lt6' -'1 fc~?l '\, ',.. - - -,. --- - - .\--- I!! L~:Z --L_ CQNC, FILLED "tJ' LOCK ffl 1fI I r'-~-:: WI I-'S CONT, R,f AR I~ ~ ._~ f : ~ 2 j f1:. ._ MARBLE !}TOOL 1>-2 PT FllJG1 5TR:P-~\ AT 24" C:>.C. \ \ // /,/ - e,,8><'6 CONC BLOCK \ ~ '-- R-!'>,Al' ~L INOUL. oN lx' PT eASE NAILER -- \ / INTERIOR OF BLOCK WALL~ '1 - LL WOOD eASE, r-;-"~' \ I t _____ ExlERIOR FINi5+~ (e.EE ELE.....ATfON5J : .,).: / /,/ 4" CONe, ~LAB " f I // _. h. r / 'S Du..t.. WI ~)<~ 1.4/1.4 uJ.W.H"D r c:'" / '0' $TD. HOOK (6EE PLAt,V ~:~1~~~~1 ~[~...- ELEY fZl'-fZl' TOP ~ 5LAB ~,: '; 'l'~'" ~~. - ----.., .+ r~:~'I~I'I"-:r-r~I-_r'r'I~I' -~l~:l)". .---.-- ---- _H..' - HEADER BLOCK I. -- _h -- -- ~~,l= . _I '" -II C=III-~III==II F =11-1 ~IJJ:-~I~r --/11=-111_ ..II L I ~ I I==-~II 13 ~~~, , -/11--'111' : .1, I:;;:;;:j I f '-r -....... .....,.". . :"-=--::If"'-"':':/:-':"'''' ---I --'CLEANCOMP~1ED coNe. FOOTI"JG.~t II ;,;':i:'~4, ',' .'!'.;H~, _ ~ FPOLL;~ TREA1ED uJ/ 2- · 50 CONT. -\". ').,,::.. t. ',. I-II I nllr~nr~~1l f~ ~W" L, , I ". ~ f.'-!-! I ' 3 co <1:R ------ --- TYPICAL ONE S'fORY WALL SECTION 111' 6., P. BOA ~~ R-S ALFOIL INe.LJL C INIERIOR Of BLOCK WALLS ---- - ~ Jf:ff ~-- \ Ii - ,-1= I ~-:~A8~-- \ IIIII : 6>6, "M W.'M - ~\ ~ '~'1 n,r i.. " . h : 7 . .....h\~\1~nlt -. ~L.EfO::O:_ - r -;-': ~L. '~-', -. r;. -.' :, -\:":f ". -- ~EADER BLOCK rll- -111..-',,[11.---111. ~~~' I ~I ".. -=:;1 J l~- ~UJ=:IJC-U - ~ - FIjJ~~' II:~:, '" MIL vt.POR. J =JU---.LU- ~- III::: I~ 11::=11 t--=- I j L - - CLEAN COMPACTED ::'::""., _;Lwn, i~! :.-"J,r. . _ ~II\ Iq ~~~WN 1 REAl ED \1112. · S CONT, 1'''::-::11; ~~ ,TT"' 1==- ~ I , 1-=--111 H' :,1 I - --II : r~ II f ---- )" COyeR .611 _ _._ .u_~ TYPIC ... TW STORY W ALLSECTIOf - 8.8,,'6 CoNC BLOCK I"... PT NAILER -- os Du..t.. WI \0" 51D. I-IOOK (6EE PLAt.v ExTERIOR FINiSH (SEE ELEVATIONS) TOP a= SLAB .+ I J It - f. .tIt, /' 4" CONC. 5LA!3 - 'D'~ Ij IT ,/' ~ . EXlER'CR ''''5H <SEE ",E.A"e"" 6_6 ''''<WWM) ~ ;111 ! t> '~~',_': .', Ie "'~ ) : \ : tel -'-LE~."'~' tpp "" SLAB -.lr- -'I' 'I-'\,,'~ ' ' . C1 .':-:- .:) "1. l> ~ ~ - .... -' ." . '- I o....x I 'II ~I '. ., .:,' .Y 1'-"':/[1=-=11 " ; Il-:- . e: ;::::. ~~. ill=-=TT'-' '" MIL. '....APOR \ . :'~ f~=-=U F:JJ ---=IT t ~' BARR'ER j -I I 1- -I I I' ,< ---- 3" COVe cot~C. FOOH -- '''---. clE/IN CCklPAClE. W/2 . 'S cot I POI~ tREATED I'.B" FILL {- AL TERNA 1E MONO-FOOTIN~ AT TWO STORY W~~~3/4'" l'.fZl" ) ~+t: , 'S Du..t.. 111/ I<' -,-,',~ _ g I ~ II!)' STD. ~lOOK (eEE PLAt.1! ~ ~ ~i ~ ~ ,/ // ~ e..e"l6 CONC BLOCK .- CONe. !5LAB -. r: ~ 1 ~ ~. . /~. EXlERICR ,",,", '''E ElEvA"""" 6_6 '''~', W~] r; ,rh ~:lEY ~~~ tpp "" SLAB + .......~..~ ~- - -.;... " . I { ': 11'- ~,~",' '4 .. ~ :'- ,-: '.;, ". ~ ~ l' -~ .' ." : "I 0 ....x j -~ 'I'I '-'1 .:. .:,' "\,' '-'lll-,-.1!il 1- =-.......= - . :i::...._~ -- -lll. = ., K=:=I '{>,~"'. '0' m--JrT-- " MIl. YAPC~'S:--7- 1~IJi=~f I '-=TT!""---J-l< BARl"!'lR, -~lliLJ.III?'i I'- L- 3" COVER. 1'.4" ~ CONC. FOOTltJU - . --- ~__ CLEAN COMPAC1ED WI2 . os caH, POI~ lRf.\TED FILL .. "5 D'lL. WI IfZl" 51D. HOOK (SEE PLAN) e..e,,'& CONe BLOcK ALTERNATE MONO-FOOTING A T ONE STORY WALL !>CALE, 3/..... . t'.fZloo 2 X 4 OGLE re CONT .\Wr1- ~-- 2.<4 8ruD BEARINU . I WALL AT Ib" tZl.C. I -- -- FLOCR JOl8T _7" :-- :. - 61~P~ LFTA OR EQUAL ---- . - '-- L-- --- --- ---- - ~ I " ..-- 2x4 8TUD BEARINU , WALL AT Ib" tZlC, ~ii S fJOINrT-UPLIFf CONNEC- r~ I. NO. ' 'I (LOS). ':.' liON' . -..9~'k. 1.1 .. 749. ETA1~~ . , I~, F '. 749 .,', ETA16,'" ':' :. '. ~"* 374 ,". ET~16', . Po,' c , o ,86 ~".ETA16 ,. '-- , 98 .~.. ETA 18 :. ' , . '. , ...:: .. ,., (2) 2 X 4 TOP Ie COt-H. _._J 01 , GABLE. END ,'CONT-../', i "- ~_ '.' ': ", ". --~ . .~, . '.t-~ ," . :/~ .; , E ' A 274 ' ' H?L ... ..'I ~___.~. -'.r.'. ~'.'.., :",:,' . .' " . . D. . . r"""A ", EU2~ ',' i f--. 'l:;~ .JIM. '.~ . " , C '. ,~3~.: ,.)!TA12 '.....::;. · :. 'E"ND~, ~ 'CO'~'T' ..'~',' r\.:'?,. GABLE '. r,,'- ~ " ';, ~. ....' .. . ""/ .,X, ,'. t. , ... , .' A ", ,-j90 ;.;,.iTA16 ..' ':' C /. 79q:." E~6;, ' . ..... .. ". '... ./; .j;' .;,:..':.,'1 :..c"':"~'.:',i;. ';'r""7. F.:-, ,-- A.,- ~~6 ;. ETA1'\t"\ !..:.;} I:' "~",,"". ..~ c.7 ...j- 443 ~,. ETA14'" i/~ :.::~:~.": ,;~.:',. .,.,;.;'(a~ ',~:~l;i~T~;O~I{H !...i...,;"', ;.~...C;-..I...h.. 'eii .,:~iH~TA20..~ l,":'j W'o .;.p..I,..,.. .'\. :- .1...::..:.: ~,..,;.,. ~~ ~~;,,':'~~.;_~;.,:~~ ~. '..,J" .:~..":,'.' ;,-.1,.:.1,;.... -;'.. AH,".r,:..276 '''ETA14.;~! .f'...', ", '. .. '4~ ~~..4~.~;:...~;' '. "'-' .., G.~,;,.... 3:26".- ETA14......., :,p'L. : ",:' ~"" ' ,D..... .. .,.. ,,141...:.., ErAf~ " :.;., .' , C " ':. I. ?29 .:. ETA~ ,:";"~ ~':" :I~ \. I.... '. .'.'1' i:. .;..t~'":f":...., .~~:.~,.p'~-d"!',-,:~, · ADD SIMPSON H 7 ANCHORS @ 48' ole FOR',/'.~;i:{1 KNEE WAll CONNECTIONS (TOP & BOT.TOM ~LA TES) i '; ..' ". A.' , ,. '. .',.1' .H HOLDOWN DETAIL . 2nd FLOOR INTERIOR DEARING WALL SUPPORTING' ROOF FRAMING 8CALE, 3/4" . 1'-tZl" ! ~RCIH:~ FOR UJlNDO\UtPOOR JI'~. I. ~- LLER t1~AN ..". ". (lLf!._ -.- Jol0l1! (g1F'~IDC ~ LE66 V TH. ....~ 1. OFm&. BE ru..t:E1'-4 1 ,,' AND S'-"" U)lDE (3--&' ~m IBJill fiM1'ffl? ~IWL I "'_,," TO I ~C" .f I I li"f I \ M~ CAp7'H · '~0 ~~ J tf"r_Lj lr-- -~t-L 1 \J, __:._L ~ :_1._ _..1 -'--C-. It':-r- 11, ~J"'~~~_-S __ _ _ _ __ _ _'~~ -:,' " , , ' , " '-' '" ' ,'" " ~.. - 1-, l[_ ;:f, I-~ INUROUTED'~ // )t] l r ~~- -- L- ,l ''...- ~: ::';..,"AR -~ ~ / ~.. r- t ' - ,. '" u_ _ J- 2~. LCl<<::. EA. LEG. eA:E NOTE NO, 2 1_ '_____ _l_ __ Jh- ~..- I-,,} VERT, ~eAR -- u - - ---..-1.1 J [ _ _L. ~ IN 6RO\.J1ED CELL L, .J'- f I, ^I, f --...~--- e" c.alC. HM. lJ'{IT (CMJ) -~ t:1 -I [1 'v- I - r- '--~- J---" -. ___'2E:EN~~ul.!i~!!' __t)~_~_ ---,J NOTE6, 1. EAC~ JAMe Cf' Of'ENIN6& TO BE ~II'I"ORCED UJtn-l I-"} VERTCAL iN 6ROUTED CELL 2. ~eA&T LINTEL FCIQ OF'ENIN6& 6~ATER THM &'.'" TO ~AVE ~ COI'NER eARe INTO JAMB6 M ~ _ li^1lING ~;C'~Ull' t'''lOl' ,.'.. .~4 1CI..........0l' ~,,:. p'.', 'a jo:.... Ilk-,";',. 'a'l .. ,.. ,_,,,''' filII 01 10:' ,a'. 1. ,hHI and I'.:". ~d E"-,'flCll' !>lu-' '0 '1;11, '~.l. he ,.... .. c.....on l1out'ad ,tOld" "'~. /,," Cod t. . ,..Oft Oout. .41... .:..:.. ~1I(....l 101 e... ..;)It COlll"I~'O~"f.d.. 1".'At" 11111I(0""',", Cgnl;,',.o"",..ct..llo,lloItI h..I" 1t1111"'''4A II' .1-.."'.... 01 A~' 1. ..... b..,;".. t. . hA' ... ,..,un- ~ C-... 101 .....It....'. .ad. L..,..... '~l.,.1 '4 I o ml1'l 011 fll....-I,'O tOOl.f "'Ldt ". ~omm(A ("""-vp ai.d.. V'fll.err..." I....... '..;1... 2C4 I....m,..'~ - - .\..-;,~~';a- --- .. 0 (; , . .f'L' C ,'~ (l C t't. r ",., 'ICt. ..,... I .. 0 ,~ (,. at......-." t-",nQ", ..,4 .l"il~. ." .,.-,....,.. t1 .a. .". ,0 .. .'...., ,'0 ...... ll. .... . 0 .c... '. c. _loIP-. I,. ."101 1.2' Gi' '"m ~t ..d..", II,. I ," :'7.",,01'. '1 \.~ t".ct \, 'WI 11".' ~_a}..rtlJ~ 1/1'" I.... 'I "_~~, ......, 10' . ,I'll"'. I O,I,".j",O>;..!bt..' '-" I .,' I l' ..)...... I"lAiI . ( Q" ,... wi .. l' ..'I """ . "(1 "(J ". ."l....,.,.It,.. '........ ..... -""~. G . I,>t,. 'II b~" .... ..."., 1:.."n".oI\". . 1...U D'.4 (I, ',I'uta ~.- . - '.- ~-- - - - - ~ - - 1,I1(i li.IJ1,"'^'I) t.\III'~I~ ,(Hr~!I! - 1011 fll,1 7 nr I r,~.,) J,~II _ ,I t -: : I , " " , . ~ ~,' ,; ,! I 'l . J:':j : : : 1 I~, . : . : . ~. ~ I ~rl 1i"',oN "^' ~ II G" ,,'r, - 4' Oil II 1;f,:lll lIil!.Ai ill r., III ! -- 1 ,'.-1 '.rOl~0H MM'~ II &' Ie u. J.,' - _._, ._ _ j .~rl (ClJ:J1!1, '1M ~ "17' 'c Ill! ~Mi 'HAil / / / / " '\ , . ~ " - -.~ <: :,':~' jf:::', : :-: . :: : ',-: . ':',' . - ." ,__ _.~ ~~._~_ 11.:\.,: ....! .. '__" "__" . fllllJ l.UI . /' ' , , !. , _ r _~ j\ll~:) ~k.l :1 I):H :',I',.UCI',":Al 'Iilll'. Iii-: ,iU,ill'IC "1 Hil ^!l.li 7) 1'10 J,"II:; tf 114 1I0t' f~" '1IIa~ 9 "ll (I( 51",,,)I:[D ~'I() I;' U~, ;>IIIIRMAi'r. .n,~ll " '2")('2. OR !~'x'&" C~C. MAG. ~lT ~\JLL l 6ROUtED 7 I I 111 I I I TYP. MASONRY LINTEL ~ALE: 3/8" . I'-~' -----.--- - - r"-' ,-- OCALE: 1" . I'-~" llPIeAt ~IJO~ TifCE&6 ~LAB, 4' CE'UMIC Tl.I FlOC~ A.~O '~A.lL!. C~ 1<011 0 11 f C~ ~lOCIf 10 FCRM ~e. ...110 L l'..1 A!l\JU C-tlUM'C TIlE, b~ ~ p/ --;1 ~"----~~--=-~. /l ! .'A~l~ i,!.f.f ....OCI( Pl.l<~ _~ fD\ TYPICAL FTG. Q7 '@ 3UNKEN 6~OIJ)ER '"'---, M~' ~~.JA>>I.o.f<;l;Yl:1> l'OI 'oJlIVo.",", "'E<A -------=--- .- TYP.MASONRY COLUMN GARAGE FIREWALL DETAIL 8CAL!:: 3/4" " 1'-(2)" /7A~ /,// ' / /'1 / . " / 1-PL T TRJ~______~___~ ,'/ / // ":':J ~~ . / ./;:'1 / ~ ,/ ~',V " / ~/ "---- I.~ n..- r~REE / 81MFeoN ETA2tZl 'Il ~ ~ ~ "V ~V .--.-- 4' cO~.Cl<t' E to\. A.~ MI1U!.oO F~ OVEIt T"EA'EO Co~,pAClai ~I\.L ---l 6....." 10110 u.U1 't:1Q EGlUAU, I .r /------' ~ / , -11 < ~. / . Al,.L/ h-'-l 1-.-'1 /" h'i tr'1 tr'1..f11 2,.$ REeAR T0 r'" O~ CHA"R5 _ 1{,,' _~ (D\ ~V TYPfCAL FTG. ",OIC/UTll': I'OO'Tf:Il 0'" ~ " CONe SLAB Mlrl 2;00 1"51 I \lIITH €o)(6 10/10 ~U1 CR EQU~ I O'iE~ ~ Mfl y D. OvE~ rREA I / COMPAell:D fill - ~ : ~ I--F-.1 CoRAPE -____.. I :r ' ,',,,, ~ .~ ~ ~II '" ' 10' X 20' CON1 " CO!olC FT~%11 \.~ _ "" 1i.~6A~ rED V.- . \.- - , ";';:;'; FOOTER SicTlON t-4 AI-~'l!~'f"'~AU.I'OO1VlO"" 11'1 I e-EA,RINa H"P L'~LL P.T. PLAIE A'lCIlCIlEO umol h' eOLT!l AT ''a' o~ .' COtjClPEtE ~LA5 _.- HI~ bOO PSI OVElq TREATED CQMP~C1EO f'lLL-1 ~ X6 10110 u.1\lI11 ICR EQUAU t>< L. .... - - - - - - - - _ _ - - - - 2 II; "'!.BAR ~ ~. . ~ ON CHA:",~ -I!.rr.' tT:i~ ..4 ...Ll h ..u~ 1.-- 24" ---l fD\ TYPICAL FTC" ~ MONO,INT BEARINCs tjQlf;. ~EE T~ e<<::'INEERiI'<<::. FOR EAC~ HODEL FOT EXAcT TRU6a ~DO\l.N ~QU:~T&, TYPICAL INSTALLATION INTO CONCRETE/BLOCK TIE BEAM (MIN. REQUIREMENTS) 8CALE. 3/4" · 1'-0" -- 4' C-CNc.ItETE ~AB MIN. &:-0 F'&l O"'E~ IR!A T~ COMPACTED ~ILL 6XCo 10"0 \lWM \:)' t;~ EOUAL) . r-- ~~~r- '______~I ~ " ~ J v. · ;~!J_fr.:: TI~,IL lb" -J.. I~ (D\ TYPICAL FrG. \ 14 J """~IW!\ItOl.\.r ~ at-pA(',G ~ ~~ ~ I,,.~ k ~ ~ ~ """- ,...~~~ ~m . ~\ 'v" ~ " it,] '\16d N^,LS ~ If)" Ole E^CIl r^CE / ~ /,SINGLE ~"\(4" /C'~lrFLr '';TUD -rYPfC^'- //~.. ",' ~ ~lh n/~;--;:.:Cr.. . ,"v,...---.. 'r(]'~ __ ~)IMP~ON "AH(4) . ~ '" ./ ~ '.....-....--/~ 1-:./MrSON ~I" EA.SfI1[ . \ \ '1'ELI-O\V Alo--6 . DOlJnI r: II[ADfR 2" d" ~~ ll)[)~'; ry,). /~~(HIC(? J.(- P.T. nOT. f'l AU' .~ 1 '\.... ~;"yUJ~~or'J PAIl/H} 0- c'IIC':A" ,lr~~)lr;~:~rr~~ r)IE:~t="I-f-.A.:.\ nn II 1,1:,d ::-:~ '..c-,-" If \1 11~c-Y' (~c> I ~ IIl1e-,'" -~-- - ..---- '-.'-- ..~-_._..._- -.----.--......---- (UPLlr:r CCNNEC TlCNB) ; ---.----------.-- INT. HEADER SCHEDULE .---...---.----...- -~-:--.;.:;.,,:.-~:.;::.::..::.,,::;.~-~,- , ........L:.-----..-.-__.___ ,-_ OPltllNG Sllt- ~ -.- H(ADER SIZE---- -==~:2.a.~_=~:=_z...:a .r:=:=~~ __ =-=:: UP TO :r -." 2 - 2")(1}" J'-5" TO 5'--4-" -------- ------- 2 - 2"xO" 5'-~)' )( n'-6~ A'- r TO 12'-6" 2 - 7")<10" 2 - 2")(12" 'Rt:C:U'~D Ar LOAD ~t:ARIl-~ WALL lEA ~eAq CO'll, OM m.. TO ~" L PO""EO &o~ IC~V ....:1AGJ .0 r--- r ~--. ~C-'. , ,'~''0 ,~ r 'fT' I \ rll r \\ .-4-'4 vEIQT. ~eAR6~ \ "3 TIE6 . '1" Oc. ~ --- -f. - 112" 6YP. BOARD --------l r----I12" 6YP. BOARD 5ECU~ PLAT!: IVI - r-.;: - - 2 X 4 5T1JD5 AT ~b"().c:. 111" x 8" "J" BOLTe \ I~ I ~ R-II BATT IN8ULATlCN AT 4'-tZl" O,C. . >~ v I~BED: ~" AT I 6 TOR"( \i ~ l'lf 2 X 4 OOLE Ie CONT, b" AT 2 8TOR"( t;.-.>-< /-- COLD JOINT 6A5E MOlDINU ___ _n~ H~ '1...... b)lb lAllA WWM. -, I $- - ": ", .',.. ..1. ", ,.,~~ /_!:~J~'-~"_~~~_.C!_!)LA6_ [ _.....~_.!......, ~ -,.1. ~~-~ ' .. 't (n E" 'll'l" T'fl" iiJ'. :' ~ ., ", . = l~lfl= ~11":~' of, c"- :~'",.;. '~.' ~:~I~;~~~~jJ_1 jj II~IIII , 'i 'IL14IT11111111~ J 6" I'-~" '~-CLEAN COMFACTED ~oNEFOOTING-- FOleQN TREA.TED WI 2 - 'S CONT. FILL AT I 8TOR"( AND AT 2 !!ITeR"( --'----.- a'CMU - a TYPICAL ~ FILLED CELL" 11 vi' f!O?O~T OF BLOCK WALL _~~ JJ4'RE, ~k ~ I : I = Lj_ _ ! , "DJI',JI,-~,~JJ ' I /')6-' m;~fFOOll' "LOCI< fEw' /"'. . '~"'~L~~~~~ .K'lo' ~:if ()O? D TYPICAL w ~ ~1l~~~uDC'oR ~ Tl PiCAL n8 RECE6& ~Aa. TlE ~~ I = ,~ '....---_________i// ~ - ... I.. VARIE! ($& f\.OCR PLA'll ffi TYPICAL FTC,. 12 ~C:~~~~AAm!~~ ...tIt t.eorw-~Cll wees " CONC~E1E SLA~ MiX~O p~ OV~ TREATED COMPACT!:!> ~ILL 6)(6 10110 'liU1 IO~EQ\J.I,U --;[= .,' ,- - - - - - , J Va · ~ H5~E!!LFlt~ I ,.. I,.,..., O/'(CW\iR& f'- )6' _)" ~ (D\ ~ TYPICAL FTC,. H"AAlt~ IoQoru~. 4' CONCRET! <<..~a I JfN. ~O 1"&1 ,N[R ll"EAIED COMPACTED fIlL 6XI> 10/10 ilWM .'.~ W I?~ EaU.Aj,) ~ f-=-l ~~~ ,,-----_.1 ~ J .'. 7' SOC\J\1E.:) ~.~ REUR T~ l/ J rr lEON 8 ~~an"\Og Ot-! eHAI!<5 iL 1&" 1in,~ . .tee' ~rt{jl . P \ arch\ l..c VIsta elf. '79 . .:;:.. ~ ~9n,l\'~ ta,~)<a68-5 :rTN ~i ' ( D \ T Y PIC A L F= l' t\ ~4 () RE,\JIE'NED ~1~ SE.Cl\ON \ !~) ~FQO~r; 1aIT"" l\_\Al \_\~'4EcOu.pl.\;..Nce ~ <;; .c., D, {!'E,9'l CE~~D \1 Ie e~G cooE, 'l'-'i' (>.ND~~~oABo~ \1.""" , "',' ~.'~~~/l\-\~/61~ U vvr t " CONe ~LAB MIN 2;00 1"61 I WITH Eo>" 10110 W\..t'l CR mAL ..l.- OVER ~ MiL va. OvER rREA reo f COMPACaD Fill - ;- : Co/UPE I - - - .. ~ t' C-11U +-J---: I I I I I Il-rI ' ."Ll1 II- ,. ~ 10' X 20' CONt C-CNC fiR W," I "" !'/.E6A~ T:EO -' · - - r - - · ON c\!AIR& / fD\ FOOTER SECTION ~ Al-lEMA 'l! "~~ llAt.J. 0()0~1l C't.' M e[A~m &T1JO WALL "1 PLAll A.NCHCRl!> IIIITl-oI eoL16 AI 4'0' o.c. 4' COrKRETE !olAe ~ --v Ht,I..!OO 1'&1 ... OYi~ IJ;:EA TED COMP AC ~ED fU - ;'XI> 10/10 uJl~ (O~ EaUAL) l _J _______/' ~~. 2~ REeAR ..:=7, It I ON CHAiRS ,e >oi fD\ TYPICAL FTG. ~ MONO, a.ill. -e DROP t><: .+ ,r -hV a/ -~ " CONC!<'[ TE !It.AB HIIl.~ 1"61 OY~ TREATED COMPACTED ~1lL E>>'6 10110 1liU1 iCFl EQUAU .~ c:==:r=j ~ ,,/-- - - - -, J V.. I h HS !<EllAA 1'~ -J'" I tr-I 01'( CH.A.iR& It- \(;' _ , <J) -1 <[ t--- lLl D (D\ W TYPICAL FTu. 1101O..JT\IC ~t~ CHI.' \VOC.V 'VA I.~ (I) 71..Ae. -- --~ ~o'4 ~ ~ ~Z ~2 -< '--.J .J c::> 0. ~ ~~ o<J (( :) :::;;:::::: r u F~11 w II- . I ~U r-v. (( < ~ ~ 4 o z o is) ~ ~ )- III ~ ~ It: o ~ -<t o ~ lU ~ l ~ ~ ' ~ ! ~ ~ ~. ~ e ci z 10 Q .. 111 I: -<{ Z Z -<{ -1 u.. 6~EET NO, \ ,If .. Y- () () Ul 1--- - i rr :~ .> f5 III ,~ i~ ,I- :G ,(2 '~ o IU J IJ ;~ (0 1 X 4lL I " ! ~ i [ LL o ~ I ~ ' , ~ , ~ i ~~I , i : f ~ ::l lL lL --t ~ :.t ~ It: [ o u fa ~ .0 t I~ .. ~ ~ ~ ~ -< ~ ~ , I ,",--,- o MIL, VAPOR -. '-ffi-- -,- BA~:ER CLEAN COMPACTED -- pOle.oN T~ATED 5EE PLAN FILL FOR DIM. SLAB FOOTING UNDER INTERIOR WOOD STUD BEARING WALL DETAIL / --- 2x4xt2k MIN. eLOCK NAILED--------, TO EACH BLOCKINCr MEMBER WI 1 - I&d NAIL5 iN EACH MEMeER , \ OCI&WR6 TRU&eE& AT 24u o.c. t: (2) lx4 TOP PLATE U" ~-f --&) -'I r~JI ~l(j'fl~ IUD 1~1.UI~ fi Ji" O~.-- . . --'-r I I 2x4 eLOCKil'1Cr - a'-G!:)I FROM CNDWALL eP2 CONNECTOR6IMF~) 2)(4 CONT. LEDGER 2 X -4 eTUDe AT Iq"O.c. /12" x a" A.a. AT -4'.G!:)" OC. ) Ci'fP. eoARD CONC. FILLED U" 6l.OCK W/I--';C~. ~ I (Q ;'R.30INOOLATICN . LA I y"'('yd' y\- ) ( . ~~A:-,t-..;-r I ',' 1\ . )' I \ " to. 'I.' ... \. \-112" DRYWALL TYP, - --;// ~1J):UlO d1Nt 4" CONe. &LA6 ~x6 1.41l4 W.w11. o MIL. VAPOR BA~IER I - -.; AT 14" OC. IN ROUTED CELL (CENTEF:CD) 4f1f,aH ~l'ff'tO 1~ ~Q ~IX PUI~t"'IP HMHIHu pr .,alTOH p~A'e / , CANT LIVER GABl END WALL OPTION /A &cALE: 3/4" ~ I'-G!:)" / TOP PLA TE'../ lit!) ~r~^r\ fll!P GABLE END NAIL ep... ROCf= eHEA THlNO WOOD ROef TRU&eEe GABLE TRUa& 2x4 BLOCKING - a'.G!:)" FROM \ END WALL 2x4)(12' MIN. BLOCK. NAILED TO EACH BLOCKING MEMBER WI 2 . 16d HAIL6 IN EACH MEMBER 2 - lod NAIL6 2x4 BLOCKINC,J (8T ~RED) 1-;01 WUOB 6T~AP6 5'3 ., 112" MIN. CrYF'e>U1 - CEILING DIAPHRAC: NAIL AT 1" o.c. -, &d COOLER NAIL8, OR I 112" ooe&4 BOND BEAM - ---------- TRU8~ ANCHOR A55EMBL Y AT 4'.". O,C. (l(/)2(/) · CAPACITY) ~j..lE~ KPA la OR EQUAL /-2"x4. &TUD~ . 16" OIC CD _J_ DIRECT TRU S TO MASONRY CONNECTION, ENDWALL FOR GYPSUM CEILING DIAPHRAGM OPTION I &cALE, .314" · I'.G!:)" ~':~t t!!!'l GAeLE END NAIL ePACiNU ROOF eHEATHING UJOOD R~ TRUee.E8 GABL E END TRU&8 2)(4 BLOCKING a'.G!:)" Ff<OM END WALL o '1x8 PT. llP. f'LATE \/2" D IA ANCHOR BOL T 8" LONG AT 4'.(/)" OC. (MAX) 1- lod NAIL AT BLOCKING !&d AT a" OC. - END NAILED i" CO HCRETE eLAI3 Milt JOOO p6r OYeR l~~A leO COI1PAClIH"I1'1U. ,. X ~ 10/YJ v.1Jl . (0 R ICUAU /- 2"x4" 5TUD . Ib" OIC ~'Jrr~ --- 112' MIN. GYF~ Cf:ILfNG DIAf'HRAUM calC. FILLED "U" BLOCK W/ I - ~ CONT. a" CONC. MAOONRY !.NIT ,..... - - -- / /WlF 2"x4" P,T, PLATE--"" / " ,L-~-_.-t r----:-4"~r------~, .-.- "1 . ~. ',,_ r;'-- ~-=~-~~_.-. ~~-~._~.-. ---.~- .~~.-~I-- ~ 112"6YP,60ARD ----__ 5ECURE PLATE WI 112" x a" ")" BOL T& AT 4'.G!:)" o.c, IMBED: S" AT 15TORY 0" AT 2 8TORY BA5E MOLD iNG &x6 1.4/1.4 W.llJM.- NAIL AT ," OC. &d COOLER NAIL& OR 11/2" 6\1.113&4 DIRECT TRUSS TO MASONRY ALTERNATE" ENDW ALL FOR GYPSUM CEILING DIAPHRAGM OPTION 2 OCALf:. 3/4" . ,'."," TYPICAL FT6, ro;.l1~,&,r mRY DIMI. MOlVU I He f!OC)llR on r TYPICAl.. INTeRIOF< NON-SSARIN6 eEE eHEET NO. "J'Y - FOR UPLirr CONNECTI0'l~ ~ eX 'f ' I '/ 'I ;, , I DCXJf3LE ToP FLA TE-~ / 51MPeoN !:'!>P2 CalNECTOR-' .-R.)0 INe>lJLATlal ~ 'IX1'~N lIAr '..I.&~ & ~mJ' ~. .... . . ~ A) I' of, ,~ ;\ \ \ ~'II2" DRYWALL TYP, ./-::7 1~ ~aAR COHf, '~Oi1 FTCi TO l..lfiTfl- FOl.lRm ~OllO ~. Cl1U 2")(4" eTLiD5 . \0" OIC / / QlI~t~ ~At a l!A r J.o li1fo'P4 ,~ eA1< emu. ~J<OI1 ' nod TO LIN1EI. po~~p &ol-Ip . I . .... ".:- I."c;alt;,'a~ ~ -, .". 4' rD\ 1"rFrcAL W-l:rLLED CELL , , /2")(4" 8TUD ~ !b" OIC . v1"+ ANC~-IOR E30L T . ~t" OIC r WI 2"tx)/lb" Ie WAeHER TYPICAL etMPe.oN !:'!>PI .. BOT. EA. 5TUD-\ i (MIN. b" EMBEDMENT) -liliF 2")(4" P,T. PLATE-.. ~ .. / /';"', ',/ I 2- 4 --- .~~ -/ ~ ..: .-' - . j7~~~~ .:=-~--~: :..,.; t ~~'~~'K" '.'. .:;:" \ ~~~Y,' \ I " / '.... ..( .. - - - - '\.--- eee F~DA TI~ PL~ ' fOR FOOTING T"fPE ......_,- AlA SP ACf ~ - fRuSSES I _" I ~_____ I I. Truss Constru tlon TYPICAL. INTSRIOF< eSARINc;, / eXiSRIOR 6SARlNG 4 NON SEARING WAL.;c~~J:'~~~" 2-16d NAIL& (MIN.) d ~ ~~ ~LU iQ i~~ -(j l.-:'ROD ~ ~~2 oxo IAII.4 W.llJM.' . ___~ - - ':. :'1 ..,.."...~ " ~"4",~ f . L - -=--..::& -... .. ;;r- e. i _ . 'U : .,... ". .. ~ A " .!'\' _ _ --=- _ '11--=11 -111==111-11 CLEAN COMFACTED 8" POlOON T~A TED FILL SECTION ecAlE:. 1 V2"~I'_e" 2"x4" 6L~...,KING , 48" OIC-...., 2x4 cc.t4Ti L I BOTTOM CHORD / 6RAClr~ II /.1/ ===tF==~~ ilL u eRAc ~TTACHED WI I~d NAILS f 411 OIC TYPICAL GABLE TRU5S lLE6 J 2x4 \l.E6 BRACING ~ EACH END E3AY.AND NO ~FEATER mAN 2ft)'.". oc. TYP. TRUSS BRACING 8CAL. f:, 3/aH . I'. (/)" PATIO/PORC~I DETAIL &cALf:r 3/4" · I'.(/)" (j) -1 ~ <[ .. .. .. v.. LU ~ I- () I: z <{ lLl () :z "3 ({) <{ Z ~ C\ <{ () -1 {l. ~HE6 I'FM MAOONf<Y ~AN6f:R (OR EQUIVALENT) j ellE TO MATCH eEAM r WOOD BEAM (eEE PLAN) t11 r: E~ 5~EET NO I a(OC\,b.1 ;:) R.J.le.O~ & ii'annlOg arcO\\ec\U J.J\'s~cir. 9 n WOOD BEAM SUPPORT 4339 e~ l813)9: E A~~gt;)'~- t.- ON MASONRY WALL ~v:::;.~ E ~.!'t":E "". ~ &cALE: 3/4" · I'-G!:)" '~~~GN~OfsO~OAP>oeu _ ~ \,' o osOflHE :::} 12 U --.......:..-:..-....-..,--- --.. -"::: --- - - ~.r.\ S&IPS~ 51>1 OR lOON. MI'il 1'(Jt l4NUA(l\)P(R r'IP (()I I<:P (I ~ lIJOS T --.J T::S-r ave:; / / / / . o ,I N . o I N ::~~ ~i' .~I~ ; II t-::r- Al~r'\ r1111 ,1 1111 . LlIlIH Hip '-- - ~. 1~:" I I . HI! +-~ I illll I P:~t i,I VI II Iv ~ ~1li'S<W Sfl OR (OVAl -f' II i Ml!oll f'Ul MAINI' AC IlJR(R . I II J' " I)p FOR 9011011 Of Sl\!OS ' , o' /I j' \) '. l:> . ' '- \1 L~ . 1/2' OIA ,1,8-21 \) A ".::=;:. , . \). _ ~!.d~~, - -t - -- - - -1- - -;; ;;;l-;C;;;; '~ I sprCJI'ICA UCfIS IN II~S AAlA fJ(AAIlIO (00 T R ' Sl:E fOJlIOA PlNf fOR fOOllR SllE . Rl8Nl f>U.'UIENT I . o I (.j , , 'dol I ;.11 ~/a '_0 The ~est apaCLnerl \/as mounted to the' .. test buck u:Jin~ : e/'fht' (8) ("a)( o/i ) screwslocdted at location :sho....n-t. A v 112" GYP. 6OA~ -- 2)(4 8T1JD BEARING WALL AT 10. (/).c. R-II BATT INeuLATI~ 2 X 4 WLE Ie CONT, I I ' ~ASONRY qBA~E WALL CONN~CT10N 61f1P6a.j 6PI (&r ~Ef01: D) &cALE, .3/4" . )'.G!:)" &iMPeoN ~, OR A6 -- FEQUIRED- OR 6lMFeCN m&I" TRU&6 TO PLATE t1lI HT612 FlA TE TO &ruo lL.HEI"E TRU6eE& NOT DiF:l:CTL Y OYER &nv&. eEE Tf<1J6& ENGINEEftll'lG FOR EACH HODEL FOR EXACT 6F'ECIFIC ~6e. I-IOl DO\l.N ~QlJI~T& 1-1"1.. 'r 1~& . H' o.c. ----- \1.P. &T\JD . lb. o.c. u.o ea:aw, DI" ~ ....:u4. Int. TYPICAL TRUSS-TO-STUD INSTALLATION (MIN. REQUIREMENTS) &cALE: 3/4" . I'-G!:)" ICJiClM . , . I IY TO ~. TYP. ~f4 OR SP1 INST ALLA TION .hlU eN II' ~'O "" ~,lGIt. 1lUCW ~ VVlTICJl. mJOC I ~c .ooa-)tlH) QH. V. 'TID. Ir TO ~" ~~1 la" l- ~~t- TRAQ< lt~r~I~ ICAU. ~ TYP. HOLD OWN INST ALLA liON WOOD 5TUD tJ FOUNDATION OCALE, 112" . I'.G!:)" &cALE. '" . I'-(/)" r:-!"~~--1 _~ T,OM. Q. .,-: r '5 ~INFORCiN4 eAR-, 'y >,., d" . . ' l .' I . " . .- ..'- .. I . .' .a .;- ...... 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