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FILLED GELLS, <br />(5EE PLAN) <br />V/A1"vc <br />TOP YIEW <br />@CORNER <br />• !l. • <br />• -URR 5TR1f-_- <br />•- • <br />- BUILDER <br />• • ►� <br />BOND BEAM. -�� �� • : <br />• ...- <br />®II:• <br />GARAGE WALL <br />GONG. OR PAVER <br />DRIVEWAY BEYOND 0 GRADE III=11=111= <br />III—III�III�11 <br />`Y' =1 I=1 1= c . III ° I I—III—III—III- <br />m 4�� (5EE PPLAN) 4 =1 I v I I I a e ° 1111111111111111111- <br />I l m l l I�I I I I I=1 11= <br />°° ° • — d — — <br />117: <br />I6"x8" THICKEN <br />EDGE H/ (2) #5 <br />GONT. <br />THICKENED EDGE ® GARAGE DOOR DETAIL <br />SCALE: WIS <br />8" GMU BLOCK <br />ts i" HIDE GONT. <br />�•� ►�GONG.-: <br />FROM �•� �� <br />TO : • r BEAM.► <br />-OUT CELL (5EE PLAN) <br />I '-I;' I I I <br />z4 <br />d <br />III —III —III —III <br />_ III ICI —ICI I1I—II' <br />0 6 ICI--- III=1 1=1 11=1 1I— <br />I—' <br />—III—I � III=1 I° d• I I=1 I I=1 I I=1 I I- <br />o <br />-1 11= <br />— 1) #5 DOWEL W/ 6" HOOK AT <br />_ I —• d I1= I —I' ALL VERT. WALL REINF. <br />-III I =1 = III (5EE PLANS FOR LOGATIOW <br />GLEAN COMPACTED <br />FILL o q5% I'-O" MONOLITHIC FOUNDATION <br />STANDARD DENSITY MIN. 1 W (2) #5 GONT. ON GHAIR5 <br />WHERE 2ND STORY WALL <br />OCCURS, DIREGTLY ABOVE THE <br />8" GMU WALL 5HOWN, FT6. SHALL <br />BE 1'-4" WIDE W (2) #5 BARS <br />GARAGE CURB DETAIL <br />SCALE= NT5 <br />III— ° III=TI f(1) #5 DOWEL W/ 6" HOOK AT <br />_=1 I 1=1 ALL VERT. WALL REINF. <br />1 III—III=1 I I ' <br />—III (5EE PLANS, FOR LOCATION) <br />' I-1 I I I I II I III l l l i l l I- <br />GLEAN COMPACTED <br />FILL o q5% MONOLITHIC FOUNDATION <br />STANDARD DENSITY I MIN. H/ (2) #5 GONT. ON GHAIR5 <br />WHERE 2ND STORY WALL <br />OGGURS DIRECTLY ABOVE THE <br />8" GMU WALL 5HOWN, FTC. 5HALL <br />BE III WIDE W (2) #5 BAR5 <br />FOOTI NG SECTION W/ BLOCK DETAIL <br />SCAR: WS <br />8" GMU BLOGK R4.1 FI-FOIL OR EQUAL <br />BEYOND OVER %" FURR 5TRIP5 <br />EXTERIOR DOOR -PER BUILDER <br />MTL. THRESHOLD HOUSE SLAB <br />5ET IN 5EALANT (5EE PLAN) <br />PAVER5 <br />(5EE PLANS) Ell <br />d • <br />e ° d <br />III— <br />III —III —III <br />—I 11=1 III —I I° e I —I_I —I I —I 1I- <br />'II <br />1=1 cn III I —I I 1=111= <br />I I ;III=1I=1I1=1I1—''' MONOLITHIC <br />GLEAN GOMPAGTED 111 —111- 1 i FOUNDATION W/ (2) #5 <br />FILL o q5% 5TANDARD 1'-0" GONT. ON GHAIR5 <br />DEN5ITY AND TERMITE MIN. <br />TREATED <br />WHERE 2ND STORY WALL <br />OGGUR5 DIRECTLY ABOVE THE <br />WICK WALL SHOWN, FT6. 5HALL <br />BE 1'-4" WIDE w/ (2) #5 BARS <br />ENTRY DOOR DETAIL <br />b SCALE= errs <br />PATIO/PORCH/LANAI SLAB <br />(5EE PLAN) <br />8"x8" THICKENED - <br />5LAB W/ (1) #5 GONT. <br />(D=T1HICKENEV EDGE DETAIL <br />WAL8: NIS <br />6" GMU BLOCK <br />(1) #5 VERT. FROM FTC. TO <br />BOND BEAM. LAP W <br />FOUNDATION DOWEL MIN. <br />30" GROUT CELL SOLID <br />PORGH/PATIO/LANAI <br />5LA13 OR PAVER5 <br />(5EE PLAN) <br />�i EXP JOINT V <br />ml <br />R4.1 FI-FOIL OR EQUAL <br />OVER 3/4" FURR 5TRIP5 <br />-PER BUILDER <br />HOUSE 5LAB <br />(5EE FLAW <br />d d ° <br />e ° <br />° • I —III —III —III <br />—I � I —I I I —I 1 1-11 <br />III=1 I I=1 I I=1 ' <br />#5 DOWEL W/ 6" HOOK AT <br />ALL VERT. WALL REINF. <br />III= = 1=1 III= (5EE PLAN5 FOR LOCATION) <br />=1 III —III —III I1 <br />GLEAN GOMPAGTED1— <br />FILL o q5% MONOLITHIC FOUNDATION <br />5TANDARD DENSITY I -o:: W/ (2) #5 GONT. ON <br />MIN. GHAIR5 <br />WHERE 2ND STORY WALL <br />OGGUR5 DIRECTLY ABOVE THE <br />8" GMU WALL 5HOWN, FT6. SHALL <br />BE 1'-4" WIDE W (2) #5 BAR5 <br />EXTERIOR WALL ® PORCH/PATIO/LANAI DETAIL <br />SCALE: M <br />Y2' GYP. BD. EA. 51DE <br />OF 2x415 o 16" O.G. <br />Y2" J-BOLTS, 6" FROM EA. <br />END OF WALL AND <br />5PA6E o 52" O.G. <br />2" L (6" MIN. EMBED) <br />—Q, 5TUD PLATE TIE5 PER <br />PT BOT. PLAN o 5TUD TOP 4 <br />PLT. BOT. <br />d • ° a• <br />e ° ! <br />— d • d <br />(2) #5'S GONT. W/ -J „ „ <br />3" MIN. CLEAR 8 8 <br />UPLIFT GONNEGTOR5 5UGH A5 5TUD PLATE TIE5, HURRICANE GLIP5, AND <br />ANCHOR BOLTS ARE NOT REQUIRED ON WALL5 NOT 5UBJEGT TO A <br />CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE <br />WILL BE 5PEGIFIGALLY NOTED ON PLAN. <br />GARAGE STEP DOWN DETAIL <br />5GAL . WS <br />8" GMU BLOCK►.�I�� NT <br />- <br />•FURR <br />.- .� <br />►� ►� <br />►e ►� — <br />ER <br />_ �= ►� r <br />• • ►i <br />: • it BEAM.�� P84 HOU5,E <br />FOUNDATION DOIAEL MIN. �(5EE PLAW <br />30 <br />- • • r �� ►� <br />mr� 1= — <br />.• c. • r <br />seal t,,®Ea` <br />NOV 10 �Q4�9 , G. <br />o n <br />ATE <br />oc <br />© wpyrigk; & KULP <br />uraLfngineering,Inc. <br />z <br />JLU <br />w <br />w <br />Z <br />o <br />z <br />w <br />J <br />Z= <br />U <br />c <br />A <br />� 4 <br />C <br />cry <br />j <br />J <br />Q <br />m E <br />> <br />..i.. <br />_J z <br />A <br />LU <br />C <br />y <br />W <br />m �h <br />C N <br />C <br />c•� a <br />MW project number: <br />068-2001 1 <br />project mgr: <br />J S B <br />drawn by: <br />MJT <br />issue date: `[ 0- `I 2-20 <br />REVISIONS: <br />date: initial: <br />-III-I I =� 1- <br />III— —� PVG GHA5E SLEEVE TO BE <br />1=III=III III=1T_I— <br />�i iq <br />' 11 III <br />° <br />TW10E THE DIAMETER OF <br />I ;III PROTECTED PIPE <br />I I —III —III <br />GLEAN COMPACTED <br />MONOLITHIC FOUNDATION <br />FILL o q5% <br />5TANDARD DENSITY <br />I <br />W/ (2) #5 GONT. ON GHAIR5 <br />MIN . <br />N <br />O <br />WHERE 2ND 5TORY WALL <br />OGCUR5 DIREGTLY ABOVE THE <br />8' GMU WALL 514OWN, FT6. 5HALL <br />BE 1'-4" WIDE w/ (2) #5 BARS <br />HAE DETAIL <br />EALE: Hrs <br />d <br />O <br />0 <br />6" GMU BLOCK <br />BEYOND <br />R4.1 FI-FOIL OR EQUAL LL <br />EXTERIOR DOOR OVER %" FURR 5TRIP5 TTT <br />-PER BUILDER <br />MTL. THRESHOLD SET IN SEALANT HOUSE SLAB Lit z <br />(5EE PLAN) <br />PORGH/PATIO/LANAI Q O <br />5LAB OR PAVERS, 1 <br />(5EE PLANS) (n <br />PER MANUF. III=1 III=1 1= d <br />d <br />— = I° <br />—, i t=I <br />w <br />d <br />1I =1II—III—III—''' MONOLITHIC <br />GLEAN COMPACTED FOUNDATION W/ (2) #5 <br />FILL o q5% 5TANDARD I'-O° GONT. ON CHAIRS x <br />DENSITY AND TERMITE I MIN. 1 0 I-- <br />TREATED 0 � z <br />WHERE 2ND 5TORY WALL 0. <br />OGGUR5 DIRECTLY ABOVE THE LL <br />8" GMU WALL 5HOWN, FT6.5HALL <br />BE 1'-4' WIDE W (2) #5 BAR5 <br />sheet: <br />EXTERIOR OUT5WIN6 4 56D POURED 51LL5 DETAIL <br />SCALE: Mrs <br />S Do,, I <br />