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<br />r 8Y' <br />DATE REV, <br />2/18 #1 RH <br />'-. ~ <br /> <br /> <br /> <br /> <br />SEE FLOOR PLAN <br /> <br />f " .1 <br /> <br />f.t SEE FOUNDATION PLAN ri <br /> <br /> <br />11- +-1 <br />---I~.-- #5'/ -=-Ti-- <br />L,_____,J <br />I I I I <br />~L_____~J <br />I I I I <br />--rr rr <br />I <br />~~------1l <br />I I I I I <br />I . I I ' <br />~ f-I- ----I~ <br /> <br />I I STANDARD #8 MASONRY I <br />r, ------ t I WALL REINFORCING I <br />I -I . @16"O.C. . <br /> <br />LL ____~J_ <br /> <br />l _____ #5~ DOWEL I I I I ~ <br />-t--.L--- ,I, '. ?1~~il~OES~~50#~CU YO 'J~'< {;~ ~1 ~_I ~ _ " ~l <br /> <br />I ~I' "-~1>-8".':.f. . -,' ~ : . ~ - ~ ~}(-'V ()r> V! II I <br />2U".'4-- ::" L ~'4,. ..-.... ....~. : 6 MILL V1SQUE, EN, ~'O6~, .;, / 1,0.' AtrI\J V \A't"(o. . <br />, 2t 6' e 6~ .(l~> \,.,~V' .J)'!')I Jv- ,'~ - -1- - - - - - - -1- -- <br />:::-- :: . ,.~4-: -_ 2-#5~ ~'( ~.:.;)'" I,,~ " y:. <br />, --- .' ."" ~ '-~. ----- <br />" 1'01 I I ,,'1, ~ ft> A'V) <br />.. 1'-4" )i ~"V ~ tJ ~fY <br />" ~~ "~'l '~fY ~~-4 <br />I~ yo' <br />EX1'ERIOR W ALL ~ ~(:y ~~!Y <br />C1 -\6 <br />%\J <br /> <br /> <br />1/2" PLYWOOD W/ <br />8d COMMONS PER NAILING SPEC. <br /> <br />JDQ <br /> <br />2'-0" <br /> <br />}~~ 1'-," ~r <br />t-j , , <br />- - -, F-#5.q <br />L,_, <br />I ! I <br />~L_ <br /> <br />PRE-ENGINEERED TRUSS <br />AT 2'-0" O,C. <br /> <br /> <br />WALL REINFORCING <br /> <br />- HCDP HURRICAN CLIP <br />--,- TP lX TOP PLATE ANCHOR <br />@ EACH STUD <br />AL T. PLATE ANCHOR <br />SIMPSON SP2 <br /> <br />----'1<; <br /> <br />~" <br /> <br />------'1"- <br />I <br />I <br />I <br />I <br />I <br /> <br /> <br /> <br />TA 14 TW <br />KNOCK-OUT BLOCK W/ <br />#51> POURED SOLID <br /> <br />1\ <br />1 <br /> <br />2" SUBFACIA - <br /> <br />J 3' MAX, <br /> <br />I <br />I <br />I <br /> <br />.------ <br /> <br />~ <br /> <br />If) <br />If) <br />(0 <br />~ <br /><n <br />. <br />~. <br />'"' ~~ <br />~ .. <br />~~ <br />"~ ~~ <br />~ ~g~ <br />~ j:~ <br />.t ;~! <br />~.... <br />~Ze <br />~ <br /> <br />z <br />o <br />o <br />o <br />o <br />3 <br />>- <br />-1 <br />0... <br /> <br /> <br />1/2"~x8" ANCHol B~LTS - <br />W/ 2 3/4"1>x1/4" '\\fSffRS <br /> <br />I <br />t- <br /> <br />/ 6X6- #1 0 'NV,'F OR <br />/ FIBER MESH 1.5#/CU, YO. <br />/ <br />// ~'-..j <br />--L '- " <br />---~ --- <br />Q", <br />\. 1"'1: <br /> <br />o <br />I <br />00 <br /> <br />a <br />I <br />'00 I <br /> <br />o <br />I <br />co <br /> <br />o <br />I <br />co <br /> <br /> <br />I <br />I /7 -1 - <br /> <br />ST,\NDARD #8 MA~ RY1-'~ \' I <br />NAl_L REINFO G <br />@ 1 .O,C. \ <br /> <br />,LL~ <br /> <br />{",,-\' <br />~,;; <br />,~ <br />)\ <br />,~.' <br />,.. <br />\\l <br />'t" <br />'~ <br />".~ <br />fi <br />"', <br />ALT. Pl E ANCHOR <br />S!MPSON"~1 (2) <br />TP4X TOP'l.~,LA TE ..\NCHOR <br />@ EACH S fl~p <br />-2"x4" P.T. "" <br />/ 1 /2"1>x8" ANCHOR BOLTS W/1" DIA" \'V.ASHER <br />/ / OR 1 /2"~x6" SELF DRILliNG <br />.' BOLT @ 4'--0" O,C. <br /> <br />'\ <br />\,-- HEADER BLe K W/ #5~ <br /> <br />HEiGTH EXCEEDS 2'-0" <br />L UrH!L F~OOR IS POURED <br /> <br />X <br /><1: <br />L: <br /> <br /> <br />. <br />o <br />I <br />"-q- <br /> <br /> <br /> <br />--------,#5~ W/CELL POURED SOLID <br /> <br />" <br /> <br />I <br />N <br /> <br />I I <br />I i I <br />~ <br />I <br /> <br />____t________ <br /> <br />',,:<0. ' <br /> <br />'''''''~~' <br />-------,- #5lJ'i<-OOV <br />SPACING R FOUNDA TION PLAJ~ <br /> <br />I <br /> <br />-J <br />. I <br />!I <br />I <br />--~ <br /> <br /> <br />I <br />N <br /> <br />GRADE I <br /> <br />r.J) <br />0 <br />~ <br />< <br />0 <br />Z <br />< <br />~ <br />r.J) <br />Z <br />0 Z <br />~ 0 <br />rn ~ <br />~ f-1 <br />~ U <br />In ~ <br />~ <br />0 ~ <br />"1 r.J) <br />..-1 Z <br />Z 0 <br />0 U <br />~ ~ <br />~ <br />U ~ <br />~ ~ <br />Cf) Z ~ <br /> w ~ <br />~ ~ ~ <br />E-4U l-4 ~ <br />~U (f) 0 <br />~~ ~ ~ <br />~cn ~ ~ <br />0.. <br /> <br />o <br />I <br /> <br />'-q- <br />I <br /> <br />o \'-- :c1 <br />, r-i- <br />,'<) I <br />I ,',4" <br />,;('--,_ m, , , n _ ___)"\ <br />\- 7 #5~ <br /> <br />.-~---- <br /> <br />" <br />~ <br /> <br />2--#51> <br /> <br />1'YPIC1\I.I <br /> <br />SHEAR PANEL <br /> <br />Sl'EJ\tf W AI.JL <br /> <br />INrrF~RIOI~ BI~l\I<IN (~ <br /> <br />---.--------.----.------------------ <br /> <br /> <br />Ii'I~l\NfE P 1\ I<r!'! r!, I ON <br /> <br />Nl1\SONI~ i~ FI~l\NfE <br /> <br />CONNEC'I'ION <br /> <br />NOTE: if SHEAR PANEI_S ARE INDICA rED ON BOTH <br />SIDES OF OPENING AND TOTAL WALL LENGTH IS <br />LESS THAN '4 FT. THAN A SISSORS muss MAY BE USED, <br /> <br />" <br />.~ <br /> <br /> <br />1/2" PLYWOOD SHEA THING ON EXTERIOR <br />NAIL AND GLUE 8d COMMONS @ 6" O,C. <br />EDGE & 12" O.C. INTERMEDIATE <br /> <br />1/2" PLYWOOD SHEA THING ON EXTERiOR <br />NAIL AND GL:jE 3d COMMONS @ 6" 0,(' EDGE & ~ 2" O,C. INTERMEDIA TE <br /> <br /> <br />1/2" PLYWOOD SPACER <br /> <br />1 /2"~x8" ANCHOR BOLTS <br />w/ 2 3/4"1>x1/4" WASHERS <br /> <br />8" W/1/2" PLYWOOD SPACER M:NMUM <br /> <br /> <br />8" <br /> <br /> <br /> <br />TA 14 c." r'- <br /> <br /> <br />"~x8" A1'<CHOR l30L ~s <br />4-"1>x1/4-"NASHERS <br /> <br />1 /2" PLYWOOD SHEA TI-lING ON Bon1 SIDES <br />~~AIL Arm GLUE 8d COMMONS @ 6" O.C. <br />EDGE & 12" O.C. iNTERMEDIATE <br /> <br />-- -- .~''1<; <br />1 <br /> <br />----,- 1- <br />I r--#5' l <br />Lr---l- <br />I 2'-0" <br />4,,1 1'-4" 14" <br /> <br />-f <br />I I I <br />~~--1 <br />I I I <br />f- ~ -z - I, <br />STAN ARD #8 MASC~RY - I <br />V ALL REINFORCll: <br />L L ~ _1 ____~ <br />I I I. ! <br /> <br />~I <br /> <br />. I 1 -~_: <br />I I <br />II <br /> <br /> <br /> <br />---~----------------------- <br /> <br />- -1---- <br />I I I <br />I-IJ <br />I I I <br />L_~J <br />I I J~jP <br />I ,>oifj,J( <br />.~,~~ . <br />Il <br />I I I <br />I ',; ~ <br />I ""I"'~ <br /> <br />L I J --":':",~.",~.:?"."" <br />_ ~ .\-'~~'-'"'-''!L.. <br /> <br /> <br />I I I <br /> <br />"-q- <br /> <br />. I"~ I I . <br />I 1 I <br />I I I I I i <br />---~---------------~----~ <br /> <br />- -, F-#5'[l <br />L I 2'-0-1 <br /> <br />4,,1 "-4" 14" <br /> <br />-Ff <br />I I I <br />~~--1 <br />I I I <br />. I I <br />~I 1 <br /> <br />STAN, ARD #8 MASCNRYJ- I <br />'I ALL REINFORCI~G <br />@ 16" 'O.c. <br /> <br />LL <br />I <br /> <br />~ <br />I <br /> <br /> <br />. <br />.'- <br /> <br /> Cfl <br /> ~ < <br /> Z ~ <br /> ~ <br /> ~ <br /> ~ 0 <br /> ~ <br /> ~ ~ <br /> H .. <br /> U :>t <br /> E-4 <br /> Z <br /> ~ <br /> . 0 <br /> U u <br />.. <br />~ Cfl 0 <br />z <br />~ ~ u <br />::1 ifJ <br />u ;;g < <br />~ <br /> <br />OPEN <br /> <br />OPFN <br /> <br />'t"- ' ~'~ <br />I <br />. I I <br />I r- 7 I - --r--i <br />STAN ,~ #8 MAso;...wrlu,n{ r~! <br />v ,L RE:NFCRClJ~G \ I I I <br />@ '6"fOCr \ "j <br />~ _ ~ -..J _ ____~ <br />I I i <br />I I I'u <br /> <br />I I I 'r- I <br />t-1 <br /> <br />I I <br /> <br /> <br />- - -1- - - - - - - - - - -- <br /> <br /> <br /> <br /> <br />GAI~l\GE DOOR <br />TI~USS LINTI~L <br /> <br />. <br />o <br />I <br />ro <br /> <br />o <br />I <br />00 <br /> <br />E-4 <br />~ <br />'-' <br />~ <br />~ <br />~ <br />~ <br />o <br />u <br />~ <br />m <br />en <br />~ <br /> <br /> <br /> <br /> <br /> <br />r D r~ AWN "" <br /> CHECKED <br /> RMH JH. <br /> DATE <br /> 1-24-94 <br /> SCALE <br />3/4" = 1 ' - 0" <br /> JOB NO, <br /> DS125D10 <br /> SHEET <br /> 1 <br />~F 2 SHEET$.) <br /> <br /> <br />, hereby col1ify that I have performed <br />tho attachc-d design and it is in <br />oomplianco with Section 1205 of the <br />Standard Building Code. <br /> <br />I <br />i <br />-1 <br />I <br /> <br /> <br /> <br />-~--{ <br />! <br /> <br />-q- <br />I <br /> <br />~. <br />I <br />I <br /> <br /> <br />---~ <br /> <br /> <br />DISCON'rINIOUS <br />AT I~AISED <br /> <br />PERIME'rER BEA~f <br />WOOD BEAM <br /> <br />DISCONrrINIOUS PERIMETER BEAM AT GABLE <br /> <br />(DETAJJCS] <br />