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se.i tl 1 � 9 - FILLED CELLS (5EE PLAN) 8 GMU BLOCK II ,I fp+ Minng, IIR4.1 FI-FOIL OR EQUAL Y GYP. BD. EA. 51DE,ME OVER %"' FURR 5TRIP5 OF 2x4'S o I6 O.G. copyright GARAGE -PER BUILDER(I) � VERT. FROM FTC. TOY2"J-BOLTS b" FROM EA. Structural Inc. TOP Y I � 1 BOND BEAM. LAP W HOUSE 5LA8 END OF WALL AND SPACE o 32 O.G. C FOUNDATION DOWEL MIN. (5EE PLAN) II II o Z CORNER 30 GROUT CELL 50LID 2 (6 MIN. EMBED) —a, STUD PLATE TIES PER w GARAGE WALL Z 9 4 PT WT. PLAN o STUD TOP = Z GONG. OR PAYER � � ° _ — _ = PLT. BOT.CD BEYOND = _ lII=III—III—III—I Z DRIVEWAY — — Z o GRADE — .d ° —I ATIO/PORCHALANAI SLAB _ 5 o + a GARAGE LAB - _III —III I I_I I I m (5EE PLAN) Q —III— `' I I I 111=1 I M 11- — • °C __ E 4 '—I I m l l III I=III= =1 I I— III— — 1) #5 DOWEL Wl b" HOOK AT GRADE a /� 1— — =III=I I ALL VERT. WALL REINF. - — °° ' : — litm _ ' I I I I I —III —III I =1 I I (5EE PLAN5 FOR LOCATION) =1 11=1 I I-1 I 11=1 11=1 11=1 11=1 I' W °C • • �. _ I I III III —III —III— I —III = — _ 11—III—III—III-1 I (2) #5's GONT. ry 811 811 �„ m GLEAN COMPACTED 11— — 1 I , _ _ _ I_I 3 MIN. CLEAR -1 I I=III 1 —111.- _ -1 I=111=III=III=III=1 1=1 I—� 1' FILL o 95% I II MONOLITHIC FOUNDATION 8"x8" THICKENED - II I II I II I II I II I II I II I II I I6"x8" THICKENED —=III —I I (—III—III—III—III—III= STANDARD DENSITY I -O W/ (2) #5 GONT. ON GHAIRS EDGE W/ (2) #5 —I 11-1 I I —I I MI I I —I I 1=III= MIN. SLAB W/ (1) #5 GONT. J 11=III=1 I— 111-111=111— Z GONT. '—�!' WHERE 2ND STORY WALL W OGCUR5 DIRECTLY ABOVE THE UPLIFT GONNEGTOR5 5UGH A5 5TUD PLATE TIE5, HURRICANE CLIP5, AND g 8" CMU WALL 5HOWN, FT6. SHALL ANCHOR BOLTS ARE NOT REQUIRED ON WALL5 NOT SUBJEGT TO A y O0 BE I'-4" WIDE W (2) #5 BARS CALCULATED NET UPLIFT FORGE. WALL WHICH REQUIRE 5UGH HARDWARE a WILL BE 5PEGIFIGALLY NOTED ON PLAN. cn OIHI� KENED EDGEGA "61 DOOR DETA� I L POOTING SECTION W/ BLOCK DETA� I L 3 THICKENED EDGE DETA� I L 4GA�RACGE STEP DOWN DETA�IL WAa: NM WALL: WS scAa: WS - M&K project number: 068-2001 1 project mgr: J S B 8" GMU BLOCK 8" CMU BLOCK 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL drawn b 8" WIDE GONT. R4.1 FI-FOIL OR EQUAL GONG. CURB BEYOND OVER 3/4" FURR STRIPS (U #5 VERT. FROM FTC. TO OVER 3/4" FURR 5TRIP5 OVER %" FURR 5TRIP5 Y MJ (1) #5 VERT. FROM FT6. EXTERIOR DOOR -PER BUILDER BOND BEAM. LAP w/ -PER BUILDER _ BUILDER issue date: 0 1 M2 6-'2 1 FOUNDATION DOWEL MIN. (1) #5 VERT. FROM FT6. TO TO BOND BEAM. LAP W/ HOUSE 5LA13 30" GROUT CELL 50LID HOUSE SLAB BOND BEAM. LAP w/ HOU5E SLAB REVISIONS: FOUNDATION DOWEL —Q�, GARAGE 5LAB SE ' IN SEDAN (5EE PLAN) PORCH/PATIO/LANAI (5EE PLAN) FOUNDATION DOWEL MIN. (5EE PLAN) MIN. 30 GROUT CELL y (5EE PLAN) PAVERS SLAB OR PAVERS 30" GROUT CELL SOLID SOLID date: initial: (5EE PLANS) • (SEE PLAN)a < C Z _. e - G ° r —II1—I 1 I—i I I—II1 � e III —III —III —III a �; � ° I—III—III—III=III—III—III—III—I GRADE __ _ I I M I F III—II1=1 I I _. a< I=1II=1 11=1 I I—� I I- -- 11=III=I 11=III-III_ IIM I 1=II—I 11- 1II=1 I ' I —III —I 11 ac I-1I1 �— 1—I ; < ;— _ J - z 11=1 11=1 I I- I I I I III —I I a I —I I I —I I I —I 11- ExP JOINT III I I 1=1 11=1 I I— I I 1=1 11- Q � III-_ I —I II III —III —III- ,—II I_II in II I II 11 I ° II I II I I_I I II I Ia. I z__ I 1=II— II 1) #5 DOWEL W/ b" HOOK AT I —I I — I I 1=I 11= _ ` 1 I = = U #s DOWEL W/ 6" HOOK AT �G CHASE SLEE�/E TO BE 7111 II I —III —I' ALL VERT. WALL REINF. I 1=I 1 11 - _ _ 11=I' T—III- ALL VERT. WALL REINF. I 1 TWIGS THE DIAMETER OF =� 1 111=1 11 = III —I I' (5EE PLANS FOR LOCATION) 11 1 1 1 111=I I I-111 IIII _ MONOLITHIC I I 1 I I=11 I=I 11=I I 11 I; (5EE PLANS FOR LOCATION) I I 111 11=I 11=III _� I I PROTECTED PIPE 11=1 11=1 11=1 11=1 I_ -1 I I I 1=1 11=1 I I .I I I I-1 I I I I 1=1 11=1 I I- GLEAN COMPACTED III =1 11= 1 =III=III FOUNDATION W/ (2) #5 GLEAN COMPACTED ' �—III=III- GLEAN COMPACTED —1 I I FILL o CO I GLEAN COMPACTED I II GONT. ON CHAIRS FILL o gSAS I —1' I L—II I -oilMONOLITHIC FOUNDATION FILL o 95R'i STANDARD I -O I -oilMONOLITHIC FOUNDATION FILL o 95� MONOLITHIC FOUNDATION "'r 5TANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS DENSITY AND TERMITE 5TANDARD DENSITY W/ (2) , GONT. ON I I r C{ STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS "� MIN. TREATED MIN. MIN. CHAIRS MIN. WHERE 2ND STORY WALL WHERE 2ND STORY WALL WHERE 2ND STORY WALL WHERE 2ND STORY WALL Cz OGGUR5 DIRECTLY ABOVE THE OCCUR5 DIRECTLY ABOVE THE OCCUR5 DIRECTLY ABOVE THE 00GUR5 DIRECTLY ABOVE THE19 8" CH) WALL 5HOWN, FTC. SHALL 8" CMU WALL 5HOWN, FT6.5HALL 8" GMU WALL 51HIOWN, Fib. SHALL 8" GMU WALL 5140WN, FT6. 5HALL r� BE 1'-4" WIDE W (2) #5 BARS BE 1'-4" WIDE W (2) #5 BARS BE 1'-4' WIDE W (2) #5 BARS BE 1'-4" WIDE W (2) #5 BARS 5 �LA�tC7E CURB DETA� I L 6 ENTRY DOORDETA�I L OtTr:!.1011 HALL @ PORCH/PA�TIO/LA�NA�I DETA�I L scA�e:Nrs scALE: � d Q a 8 GMU BLOCK 0 BEYOND R4.1 FI-FOIL OR EQUAL .1 EXTERIOR DOOR OVER 3/4" FURR 5TRIP5 LL MTL. THRE5HOLD PER BUILDER 5ET IN SEALANT HOUSE SLAB (5EE PLAN) PORCH/PATIOA -ANAI Z SLAB OR PAVERS (5EE PLANS) Q 0 a PER MANUF.. ,_ _ _ .. _ e III=1 I I=1 111_ I_I I I_ I_I I I I I Il I MI 11II I I O III —I III —I I I —III —I I i—III I- -I I I= `' I —I II ° ` III —III —III- = ] �ITt 11111=T(—I i MONOLITHIC GLEAN GOMPACTED =I 11= I I' FOUNDATION W/ (2) #5 FILL o 95% STANDARD I'-O° GONT. ON GHAIR5 DENSITY AND TERMITE MIN. I TREATED r-••I C� U� WHERE 2ND STORY WALL �, Y OCCURS DIRECTLY ABOVE THE O Z 8" GMU WALL SHOWN, FT6.5HALL O BE 1'-4' WIDE W (2) #5 BARS LL ,....1 EXTERIOR OUT5AING 4 561;) POURED 51 LL5 DETAIL sheet: W&B.- WS SDN I