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seal: <br />FILLED GELLS <br />(5EE PLAN) <br />(— <br />GONG. OR PAVER GARAGE WALL <br />DRIVEWAY BEYOND <br />f—(5ARA67E!5LAB <br />m �4" L (SEE PLAN) <br />a° ° <br />° d <br />1I- <br />16"x8" THICKEN <br />EDGE W/ (2) #5 <br />GONT. <br />THICKENED EDC7E ® GARAGE DOOR DETAIL <br />9G&M <br />8" GMU BLOCK <br />(1) #5 VERT. FROM FT6. <br />TO BOND BEAM. LAP W <br />FOUNDATION DOWEL <br />MIN. 30" GROUT CELL <br />cz� <br />L <br />ZZ Q <br />,III -I � <br />Q -l1F%J <br />!410 1 <br />�i <br />!._' <br />8" WIDE GONT. <br />GONG. CURB <br />I I F-=I: U #5 DOWEL W/ 6" HOOK AT <br />ALL VERT. WALL REINF. <br />(5EE PLANS FOR LOGATION) <br />I�,;,IIIIiIIIIII�IIII�,I <br />CLEAN GOMPAG1 <br />FILL ® 015% I'-0" MONOLITHIC FOUNDATION <br />STANDARD DENSITY MIN. HI (2) #5 GONT. ON CHAIRS <br />WHERE 21SID STORY WALL <br />OCCURS DIRECTLY ABOVE THE <br />8' GMU WALL SHOWN, FT6.5HALL <br />13E 1'-4" WIDE W (2) #5 BARS <br />LARB 17ETAIL <br />6" GMU BLOCK <br />BEYOND <br />EXTERIOR DOOR— <br />MTL. THRESHOLD <br />5ET IN SEALANT <br />PORGH/PATIO/LANAI <br />SLAB OR PAVER5 <br />(5EE PLANS) <br />V <br />m <br />R4.1 FI-FOIL OR EQUAL <br />OVER %" FURR5TRIP5 <br />-PER BUILDER <br />HOUSE SLAB <br />(5EE PLAN) <br />11-• 'ten; <br />m� <br />MONOLITHIC <br />GLEAN COMPACTED) FOUNDATION W/ (2) #5 <br />FILL 0 q5% STANDARD I'-O° GONT. ON GHAIRS <br />DENSITY AND TERMITE MIN. <br />TREATED <br />WHERE 2ND STORY WALL <br />OCCURS DIRECTLY ABOVE THE <br />8" GMU WALL SHOWN, FT6. SHALL <br />BE 1'-4' WIDE W/ (2) #5 BARS <br />8" GMU <br />(1) #5 VERT. FROM FTC. TO <br />BOND BEAM. LAP vw/ <br />FOUNDATION DOWEL MIN. <br />30" 6ROUT GELL SOLID <br />R4.1 FI-FOIL OR EQUAL <br />OVER %" FURR STRIPS <br />-PER BUILDER <br />HOUSE SLAB <br />(5EE PLAN) <br />Z d a. <br />°'. <br />CRADE ° °III -III -I <br />_ _ <br />-I I M I I I -III < I -III -III -I I- <br />4 -III-= I I II1=1I1=1I1- <br />I— <br />L=III �° . . III _1 f1'=1-{I) #5 DOWEL W/ 6" HOOK AT <br />ALL VERT. WALL REINF. <br />l l l l l I I=I 1=1 I I I (5EE PLANS FOR LOCATION) <br />GLEAN COMPACTED -f I I I 111 I I I I I I I I I I 1 <br />FILL 0 g5% MONOLITHIC FOUNDATION <br />STANDARD DENSITY 1-0 W/ (2) #5 GONT. ON GHAIRS <br />MIN. <br />WHERE 2ND STORY WALL <br />OGGURS DIRECTLY ABOVE THE <br />8" GMU WALL SHOWN, FT6. SHALL <br />BE 1'-4" WIDE W (2) #5 BARS <br />FOOTING SECTION A/ BLOCK DETAIL <br />Sc,aLe: t� <br />8" CHU BLOCK R4.1 FI-FOIL OR EQUAL <br />BEYOND OVER !Y4" FURR 5TRIP5 <br />EXTERIOR DOOR -PER BUILDER <br />MTL. THRESHOLD HOUSE SLAB <br />(SEE PLAN) <br />5ET IN SEALANT <br />PAVERS Ji <br />(5EE PLANS) <br />I— - - III=ICI-ICI-ICI I I I <br />I�I'�I-ICI III-III-III-1I1- <br />III -I III -I I I -III -III -I I I- <br />-I I I= 111=1I I -I I I <br />11= <br />II„ Illllillll-IIII III -ICI -MONOLITHIC <br />GLEAN COMPACTED III— FOUNDATION H/ (2) #5 <br />FILL 0 q5% STANDARD 1'-0" GONT. ON CHAIRS <br />DENSITY AND TERMITE MIN. <br />TREATED <br />WHERE 2ND STORY WALL <br />OGGURS DIRECTLY ABOVE THE <br />8' CMU WALL SHOWN, FT6.5HALL <br />BE 1'-4" WIDE W (2) #5 BARS <br />ENTRY DOOR DETAIL <br />b WALE WS <br />r(5ATI <br />O/PORGH/LANAI SLAB <br />PLAN) EE <br />.. Ifl I-1I I —III —III —III. <br />8"x8" THICKENED — <br />5LAB W/ (1) #5 CONT. <br />DuTHICKENED E176E DETAIL <br />are: <br />8" GMU BLOCK <br />(1) #5 VERT. FROM FTC. 1 <br />BOND BEAM. LAP W <br />FOUNDATION DOWEL MIN. <br />30" 6ROUT CELL 50LID <br />PORGH/PATIO/LANAI <br />SLAB OR PAVERS <br />(5EE PLAN) <br />`r EW JOINT -ter v <br />m <br />4 .. <br />4 <br />a < _ <br />_I I A4 =I I <br />IIII IIIIf <br />R4.1 FI-FOIL OR EQUAL <br />OVER V FURR STRIPS <br />-PER BUILDER <br />HOUSE SLAB <br />(5EE PLAN) <br />°. 11=1 flTs— U #5 DOWEL W/ 6" HOOK AT <br />I=1 I I- ALL VERT. WALL REINF. <br />' I III=1 I=III=1 I III= (5EE PLANS FOR LOCATION) <br />GLEAN COMPACTED <br />FILL 0 g5� MONOLITHIC, FOUNDATION <br />STANDARD DENSITY 1-011 W/ (2) #5 GONT. ON <br />MIN. GHAIRS <br />WHERE 2ND STORY WALL <br />OCCURS DIRECTLY ABOVE THE <br />8" CH) WALL SHOWN, FT6. SHALL <br />BE 1'-4" WIDE W (2) #5 BARS <br />EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL <br />Sc al MS <br />Y2" GYP. BD. EA. 51DE <br />OF 2x4'S ® 16" O.G. <br />Y2" J-BOLTS 6" FROM EA. <br />r END OF WALL AND <br />SPAGE 0 32" O.G. <br />2" (6" MIN. EMBED) <br />STUD PLATE TIES PER <br />PT BOT. PLAN A STUD TOP 4 <br />PLT. BOT. <br />° <br />(2) #5'S GONT. W/ 8" 8': <br />3" MIN. CLEAR <br />UPLIFT GONNECTORS SUCH A5 STUD PLATE TIES, HURRICANE CLIPS, AND <br />ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT %BJEGT TO A <br />CALCULATED NET UPLIFT FORGE. WALL WHICH REQUIRE SUGH HARDWARE <br />WILL BE SPEGIFIGALLY NOTED ON PLAN. <br />GARAGE STEP DOAN DETAIL <br />Sc�.e: NT5 <br />8" GMU <br />(1) #5 VERT: FROM FTC. TO <br />— <br />BOND SEAM. LAP W <br />FOUNDATION DOWEL MIN. <br />30" 6ROUT CELL 5OLID <br />L <br />' III=III=III=III= <br />Q <br />GLEAN COMPACTED <br />R4.1 FI-FOIL OR EQUAL <br />OVER %" FURR 5TRIP5 <br />-PER BUILDER <br />HOUSE SLAB <br />(5EE PLAN) <br />A. <br />'&LIJ `l��L,,p <br />1� JF� <br />PVC, GHASE SLEEVE TO BE <br />III —I I TWIGE THE DIAMETER OF <br />=I I ICI —III. PROTECTED PIPE <br />FILL 0 q5% MONOLITHIC FOUNDATION <br />STANDARD DENSITY 1-0 W(2) #5 GONT. ON GHAIRS <br />MIN. <br />WHERE 2ND STORY WALL <br />OCCURS DIRECTLY ABOVE THE <br />8' GMU WALL SHOWN, FT6.5HALL <br />BE 1'-4" WIDE W (2) #5 BARS <br />CHASE nETA I L <br />8 ScAWS <br />LU <br />U. <br />O <br />ijgin <br />!r�isi�`` <br />Z <br />JW <br />w <br />Z <br />N <br />c0 <br />Z <br />w <br />a <br />+Q <br />Z= <br />� <br />�� <br />� <br />H <br />� <br />! <br />oc <br />W <br />r <br />Z <br />W <br />H <br />Y <br />y <br />W <br />m _ <br />M N <br />� <br />M G <br />W project number: <br />068-2001 1 <br />project mgr: <br />J s B <br />drawn by: <br />MJT <br />issue date: 0 <br />`I -2 6-'2 1 <br />REVISIONS: <br />date: initial: <br />sheet: <br />Cz <br />' r~ Ri <br />Cz <br />Q <br />a <br />0 <br />J <br />L <br />W <br />� <br />z <br />0 <br />CL <br />z <br />J <br />d <br />O <br />U <br />� Y <br />Ca <br />� J <br />INA <br />SCALE: NT8 <br />SDml <br />